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HomeMy WebLinkAboutCC - February 21, 2023Y `F O t E 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755.5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, February 21, 2023 Call to Order — 7:00 p.m. Pledge of Allegiance Meet the Anoka County Sheriff and Deputies Serving Andover Resident Forum Agenda Approval 1. Approval of Minutes (2/7/23 Regular) Consent Items 2. Approve Payment of Claims —Finance 3. Approve Plans & Specs/Order Ad for Bids/23-2/2023 Street Reconstruction - Engineering 4. Approve Plans & Specs/Order Ad for Bids/23-17/2023 Full Depth Reclamation — Engineering 5. Accept Feasibility Report/Order Public Hearing/23-11A Through 23-11L/23-15/Prairie Rd. NW & 23-16/Andover Blvd. NW/2023 Mill & Overlay - Engineering 6. Approve Plans & Specs/Order Ad for Bids/21-39/161" Ave. NW & Tulip St. NW Reconstruction — Engineering 7. Approve Water Quality Cost Share Award & Agreement with Coon Creek Watershed District— Engineering 8. Approve RFP/23-18, Nightingale St. NW & Crosstown Blvd. NW Roundabout & 23-19, Nightingale St. NW & Veterans Memorial Blvd. NW Roundabout - Engineering 9. Approve Exempt Application — Administration 10. Approval of an Ordinance Amendment Renaming a Street North of Andover Crossings — Planning 11. Receive January 2023 City Investment Reports —Administration Discussion Items 12. Anoka County Sheriff's Office Monthly Report — Sheriff 13. Consider Lot Split — 14034 Crosstown Blvd NW — Thomas May — Planning Applicant for Lot Split has asked that this item be removed from agenda 14. Appeal Hearing - Cannabinoid License Denial — City Attorney/Administration Staff Items 15. Administrator'sReport —Administration Mayor/Council Input Adjournment (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: Jim Dickinson, City Admini FROM: Michelle Hartner, Deputy City SUBJECT: Approval of Minutes DATE: February 21, 2023 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration, and submitted for City Council approval: February 7, 2023 Regular The minutes are attached for your review. ACTION REQUIRED The City Council is requested to approve the above minutes. Respectfullysubmitted, Lhl-fl( Michelle Hartner Deputy City Clerk Attach: Minutes 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 REGULAR ANDOVER CITY COUNCIL MEETING —FEBRUARY 7, 2023 MINUTES The Regular Bi -Monthly Meeting of the Andover City Council was called to order by Mayor Sheri Bukkila, February 7 2023, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Councilmembers present: Jamie Barthel, Ted Butler, Randy Nelson, and Rick Engelhardt Councilmembers absent: None Also present: City A Public Community D Natural Resou City Attorney, Others PLEDGE OFALLEGL4NCE RESIDENT FORUM No one came forward for Resident Forum. AGENDA APPROVAL or, Jim Dickinson rector/City Engineer, David Berkowitz elopment, Director Joe Janish -s Technician, Kameron Kytonen City Administrator Dickinson announced supplemental items for Item 2 — Payment of Claims. Motion by Nelson, Seconded by Butler, to approve the Agenda as amended. Motion carries unanimously. 38 APPROVAL OF MINUTES 39 40 January 17, 2023 Regular Meeting Minutes Regular Andover City Council Meeting Minutes —February 7, 2023 Page 2 1 January 18, 2023 Special Meeting Minutes 2 January 19, 2023 Special Meeting Minutes 3 January 24, 2023 Workshop Minutes 4 5 Motion by Barthel, Seconded by Engelhardt, to approve the January 17, 2023 Regular Meeting 6 Minutes, January 18, 2023 Special Meeting Minutes, January 19, 2023 Special Meeting Minutes, 7 and January 24, 2023 Workshop Minutes as presented. Motion carries unanimously. 8 9 CONSENT ITEMS 10 11 Item 2 Approve Payment of Claims 12 Item 3 Approve Plans & Specs/Order Ad for Bids/22-43/Lift Station #1 Piping Improvement & 13 Valve Vault Addition (See Resolution RO11-23) 14 Item 4 Order Improvement/22-40/Kelsey Round Lake Park Boardwalk Replacement (See 15 Resolution R012-23) 16 Item 5 Order hnprovement/23-22/Sunshine Park North Parking Lot Reconstruction (See 17 Resolution R013-23) 18 Item 6 Order Improvement/23-23/Fire Station #2 Parking Lot Reconstruction (See Resolution 19 R014-23) 20 Item 7 Approve Amendment to City Code 4-1-4-C & 4-4-5-A Relative to Abatement 21 Administrative Fees and Summary Ordinance for Publication (Ordinance 547) 22 Item 8 Approve Updated Guidelines for Fields and Park Facility Usage 23 Item 9 Approve Amendment to City Code 1-7-3 Relative to Updated Park Related Fees & 24 Summary Ordinance for Publication (Ordinance 548) 25 Item 10 Approve Change Order #1 Replacement of Dehumidification Unit - Ice Arena/23- 26 14/(Phase 1) (See Resolution R015-23) 27 Item 11 Approve Solution Accepting 2022 Municipal Waste Prevention & Recycling Grant (See 28 Resolution RO16-23) 29 Item 12 Approve Appointment - Maintenance Worker 30 Item 13 Accept Removal of a Nature Preserve Commission Member and Appoint New Member 31 Item 14 Amend Fee Ordinance (Ordinance 549) 32 Item 15 Replace Rooftop Units at City Hall 33 Item 16 Approve City Code Amendment/Title 3, Chapter 9 Cannabinoid Products (Ordinance 34 546) 35 36 Motion by Nelson, Seconded by Barthel, to approve the Consent Agenda as read. Motion carries 37 unanimously. 38 Regular Andover City Council Meeting Minutes —February 7, 2023 Page 3 1 PUBLICHEARING: CONSIDER VACATION OFEASEMENT-3147 140THAVE. NW 2 3 The City Council is requested to consider vacating a portion of a drainage and utility easement for 4 the property owner to construct a concrete addition to an existing swimming pool. Community 5 Development Director Janish stated the Engineering Department reviewed the application and is 6 comfortable with the vacation. 7 8 Motion by Nelson, Seconded by Butler, to open the Public Hearing at 7:08 p.m. Motion carries 9 unanimously. 10 11 No one came forward. 12 13 Motion by Nelson, Seconded by Butler, to close the Public Hearing at 7:08 p.m. Motion carries 14 unanimously. 15 16 Motion by Butler, Seconded by Barthel, to adopt Resolution No. R017-23 granting the vacation 17 of a drainage and utility easement at 3147 — 140th Avenue NW, PIN 33-32-24-22-0010. Motion 18 carries unanimously. 19 20 PUBLIC HEARING: CONSIDER VACATION OF EASEMENT — UNASSIGNED PARCELS 21 IN FIELDS OF WINSLOW COVE — PID 24-32-24-32-0055, 24-32-24-33-0002, & 23-32-24- 22 41-0002 23 24 The City Council is requested to consider vacating the blanket drainage and utility easements in 25 Outlots G, H, and I in the Fields of Winslow Cove. Community Development Director Janish 26 explained the City vacates drainage and utility easements for platting and reestablishes them at the 27 next phase. He stated the Engineering Department has reviewed the vacation and is comfortable 28 with it due to reestablishing them with the 2nd Phase. 29 30 Motion by Nelson, Seconded by Butler, to open the Public Hearing at 7:11 p.m. Motion carries 31 unanimously. 32 33 No one came forward. 34 35 Motion by Barthel, Seconded by Nelson, to close the Public Hearing at 7:11 p.m. Motion carries 36 unanimously. 37 38 Motion by Nelson, Seconded by Engelhardt, to adopt Resolution No. R018-23 granting the 39 vacation of a drainage and utility easement in the Fields of Winslow Cove, PINS 24-32-24-32- Regular Andover City Council Meeting Minutes —February 7, 2023 Page 4 1 0055, 24-32-24-33-0002, & 23-32-24-41-0002. Motion carries unanimously. 2 3 CONSIDER FIELDS OF WINSLOW COVE 2ND ADDITION FINAL PLAT 4 5 The City Council is requested to consider the final plat for the Fields of Winslow Cove 2"d 6 Addition. Community Development Director Janish stated the Phase is consistent with the 7 Preliminary Plat with 383 residential units. Phase 2 consists of 36 villa lots and construction of a 8 roundabout. 9 10 Councilmember Butler asked for the timing of construction of the roundabout. Mr. Janish stated 11 construction will occur with the 2nd Phase in 2023. 12 13 Motion by Barthel, Seconded by Nelson, to adopt Resolution No. R019-23 approving the Final 14 Plat of the Fields of Winslow Cove 2"d Addition. Motion carries unanimously. 15 16 NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) 17 PRESENTATION & PUBLIC MEETING 23-1 18 19 The City Council is requested to hold a public meeting to review the status of the City's compliance 20 with the NPDES. Natural Resources Technician Kameron Kytonen stated the City is required to 21 conduct an annual public meeting to receive feedback on the program. Mr. Kytonen introduced 22 Chris Lord with the Anoka Conservation District (ACD) for a presentation. 23 24 Mr. Lord stated the program focuses on the Rum River Watershed. He stated the goal setting and 25 plans are complete and ready for implementation. Mr. Lord stated the program involves 9 counties 26 and the Anoka Conservation District was selected to implement it. He stated the watersheds receive 27 funding every two years to improve water quality. Mr. Lord stated half of the funds goes towards 28 installation. ACD identifies projects within the watersheds for the remainder of the funds. He 29 stated Lake George received improvements and bank stabilization. Mr. Lord stated the ACD 30 installed 6 rain gardens in the City of Anoka. He explained the process the ACD takes to implement 31 projects. Mr. Lord stated the ACD received a grant for additional water improvements. 32 33 Councilmember Nelson asked if the landowners lived on the lakes and rivers and if they are 34 assessed. Mr. Lord stated the ACD does not target landowners for payment, they contact them to 35 put in solutions. 36 37 Councilmember Butler asked if the landowner is responsible for maintaining and if the ACD 38 follows up to ensure the feature is being maintained. Mr. Lord stated the funding source has a life Regular Andover City Council Meeting Minutes —February 7, 2023 Page 5 1 expectancy on the project and a strict inspection program. 2 3 Motion by Nelson, Seconded by Barthel, to open the Public Meeting at 7:33 p.m. Motion carries 4 unanimously. 5 6 No one came forward. 7 8 Motion by Nelson, Seconded by Engelhardt, to close the Public Meeting at 7:34 p.m. Motion 9 carries unanimously. 10 11 SCHEDULE LOCAL BOARD OF APPEAL & EQ UALIZA TION MEETING 12 13 Motion by Nelson, Seconded by Engelhardt, to schedule the Local Board of Appeal & 14 Equalization Meeting on April 17, 2023 at 7:00 p.m. Motion carries unanimously. 15 16 ADMINISTRATOR'S REPORT 17 18 City Staff updated the Council on the administration and city department activities, legislative 19 updates, updates on development/CIP projects, and meeting reminders/community events. 20 21 (Administration) Mr. Dickinson stated the City is at 3 new home permits year to date. He stated 22 staff are working on the audit, community survey, and facility study. Staff are working on 23 implementing the CIP. Mr. Dickinson will resume all -staff meetings once per month. He updated 24 the Council on meetings he attended. The Red Oaks neighborhood project is identified in the 25 MPCA's funding request. Mr. Dickinson will meet with Legislators to acquire funding. 26 27 (Engineering/Public Works) Mr. Berkowitz stated they are working on the street and utility plans 28 in the Fields of Winslow Cove. He stated staff are working on street improvement projects. Mr. 29 Berkowitz explained the ice rinks are deteriorating quickly in February and staff are keeping them 30 up as long as possible. He said the streets are in good condition due to Public Works staff plowing 31 the slush. 32 33 (Community Development) Mr. Janish stated staff are reviewing commercial site plans and 34 working with residents on home improvements. 35 36 Councilmember Nelson asked about the Fire Department employment status. Mr. Dickinson 37 stated the Fire Department is continually recruiting and putting 3 new firefighters through the 38 onboarding process. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Regular Andover City Council Meeting Minutes —February 7, 2023 Page 6 Councilmember Nelson asked when load limits will take effect. Mr. Berkowitz stated they normally go into effect in early March. He explained the City follows MNDOT's lead. He stated it could affect deliveries and exceptions are only given for emergencies. Councilmember Nelson asked what the fine would be for exceeding the load limit. Mr. Berkowitz stated the Sheriff would issue a ticket and people are caught through complaints. MAYOR/COUNCIL INPUT No updates. ADJOURNMENT Motion by Barthel, Seconded by Engelhardt, to adjourn. Motion carries unanimously. The meeting adjourned at 7:50 p.m. Respectfully submitted, Shari Kunza, Recording Secretary TimeSaver Off Site Secretarial, Inc. Regular Andover City Council Meeting Minutes —February 7, 2023 Page 7 REGULAR ANDOVER CITY COUNCIL MEETING MINUTES — FEBR VARY 7,2 023 TABLE OF CONTENTS PLEDGEOF ALLEGIANCE......................................................................................................... 1 RESIDENTFORUM...................................................................................................................... 1 AGENDAAPPROVAL.................................................................................................................. 1 APPROVALOF MINUTES........................................................................................................... 1 CONSENTITEMS......................................................................................................................... 2 Item 2 Approve Payment of Claims............................................................................................ 2 Item 3 Approve Plans & Specs/Order Ad for Bids/22-43/Lift Station #1 Piping Improvement & Valve Vault Addition(R011-23)................................................................................. 2 Item 4 Order Improvement/22-40/Kelsey Round Lake Park Boardwalk Replacement (R012- 23).................................................................................................................................... 2 Item 5 Order Improvement/23-22/Sunshine Park North Parking Lot Reconstruction (R013-23) 2 Item 6 Order Improvement/23-23/Fire Station #2 Parking Lot Reconstruction (R014-23) ....... 2 Item 7 Approve Amendment to City Code 4-1-4-C & 4-4-5-A Relative to Abatement Administrative Fees & Summary Ordinance for Publication (Ord. 547) ........................ 2 Item 8 Approve Updated Guidelines for Fields and Park Facility Usage ................................... 2 Item 9 Approve Amendment to City Code 1-7-3 Relative to Updated Park Related Fees & Summary Ordinance for Publication (Ord. 548).............................................................. 2 Item 10 Approve Change Order #1 Replacement of Dehumidification Unit - Ice Arena/23- 14/(Phase 1)(R015-23).................................................................................................... 2 Item 11 Approve Solution Accepting 2022 Municipal Waste Prevention & Recycling Grant (R016-23)......................................................................................................................... 2 Item 12 Approve Appointment - Maintenance Worker................................................................ 2 Item 13 Accept Removal of a Nature Preserve Commission Member and Appoint New Member 2 Item 14 Amend Fee Ordinance (Ord. 549)................................................................................... 2 Item 15 Replace Rooftop Units at City Hall................................................................................. 2 Item 16 Approve City Code Amendment/Title 3, Chapter 9 Cannabinoid Products (Ord. 546).. 2 PUBLIC HEARING: CONSIDER VACATION OF EASEMENT — 3147 140TH AVE. NW (R017-23)......................................................................................................................... 3 PUBLIC HEARING: CONSIDER VACATION OF EASEMENT — UNASSIGNED PARCELS IN FIELDS OF WINSLOW COVE — PID 24-32-24-32-0055,24-32-24-33-0002, & 23- 32-24-41-0002(R018-23)................................................................................................ 3 CONSIDER FIELDS OF WINSLOW COVE 2ND ADDITION FINAL PLAT (R019-23)........... 4 NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) PRESENTATION & PUBLIC MEETING 23-1............................................................. 4 SCHEDULE LOCAL BOARD OF APPEAL & EQUALIZATION MEETING .... ADMINISTRATOR'S REPORT.............................................................................. (Administration)........................................................................................................ G 5 5 Regular Andover City Council Meeting Minutes —February 7, 2023 Page 8 (Engineering/Public Works) ........ (Community Development) ......... ADJOURNMENT ........................ W, 5 6 •LNDOVE `• A. 'kms` , _%, _ - , 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.AN DOVE RMN.GOV TO: CC: FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Lee Brezinka, Finance Manager Payment of Claims February 21, 2023 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. Claims totaling $257,602.15 on disbursement edit list #1-3 from 02/03/2023 to 02/17/23 have been issued and released. Claims totaling $173,858.38 on disbursement edit list #4 dated 02/21/2023 will be issued and released upon approval. BUDGET IMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REQUESTED The Andover City Council is requested to approve total claims in the amount of $431,460.53. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted, Al ie � Lee Brezinka Attachments: Check Proof Lists Accounts Payable Computer Check Proof List by Vendor User: Printed: Batch: Invoice No BrendaF 02/03/2023-10:16AM 00404.02.2023 Description Amount Payment Date Acct Number Reference Vendor: InvCloud Invoice Cloud Inc Check Sequence: 2 ACH Enabled: Falsc Legislative Breakfast Check Sequence: 1 ACH Enabled: False 1405-2023_1 Jan 2023 IC Transaction Fee 40.25 02/03/2023 0101-43600-63010 1405-2023_1 Jan 2023 IC Transaction Fee 726.00 02/03/2023 5100-48100-63010 1405-2023_1 Jan 2023 IC Transaction Fee 469.00 02/03/2023 5200-48200-63010 1405-2023_1 Jan 2023 IC Transaction Fee 124.00 02/03/2023 5300-48300-63010 Check Total: 1,359.25 •7z Vendor: WellsFar Wells Fargo Bank Check Sequence: 2 ACH Enabled: Falsc Legislative Breakfast 40.00 02/03/2023 0101-41100-61310 Legislative Breakfast 20.00 02/03/2023 0101-41200-61310 Licenses 20.45 02/03/2023 0101-45000-61320 Misc. Supplies 1,370.15 02/03/2023 4180-49300-61020 Membership Dues 300.00 02/03/2023 0101-42200-61320 Mise. Supplies 9.17 02/03/2023 0101-42200-61020 Meetings 821.40 02/03/2023 0101-42200-61310 Thin Red Line License Plate 675.20 02/03/2023 0101-42200-61005 Sheet Expanded 69.86 02/03/2023 5100-48100-61005 Uniforms 447.67 02/03/2023 0101-42200-61305 Meeting 14.25 02/03/2023 0101-42200-61310 Misc. Supplies 243.91 02/03/2023 0101-42200-61020 Registration for Conference 1,320.00 02/03/2023 0101-42200-61315 Labor for Repairs 680.67 02/03/2023 2130-44300-63105 Registration for Conference 989.19 02/03/2023 0101-42300-61315 License 65.00 02/03/2023 0101-42300-61320 Vending Machine & Flowers for Girish Baby 127.34 02/03/2023 7100-00000-24208 Conference Registration 100.00 02/03/2023 0101-41230-61315 Membership Dues 155.00 02/03/2023 0101-41230-61320 Staff Meeting 50.40 02/03/2023 0101-41200-61310 Tools 1,598.00 02/03/2023 610048800-61205 Registration for Conference 485.00 02/03/2023 0101-41600-61315 Parts for Unit # 15-4826 & Stock 71.34 02/03/2023 6100-48800-61115 Misc. Supplies 246.39 02/03/2023 2130-44400-61020 AP -Computer Check Proof List by Vendor (02/03/2023 - 10:16 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference When I Work Dues 70.00 02/03/2023 2130-44000-61320 Tools 36.64 02/03/2023 610048800-61205 Parts for Unit #77 & Stock 377.52 02/03/2023 6100-48800-61115 Pop 34.88 02/03/2023 7100-00000-24208 Return -214.24 02/03/2023 0101-41420-61225 Subscription 35.00 02/03/2023 0101-43200-61325 Membership Dues 120.00 02/03/2023 0101-41420-61320 Laptop 747.49 02/03/2023 0101-41100-61210 Laptop 747.49 02/03/2023 0101-41200-61210 Parts for Stock 135.98 02/03/2023 6100-48800-61115 Drill Press Parts Credit -145.65 02/03/2023 6100-48800-61115 Check Total: 11,865.50 Total for Check Run: 13,224.75 Total of Number of Checks: 2 AP -Computer Check Proof List by Vendor (02/03/2023 - 10:16 AM) Page 2 Accounts Payable Computer Check Proof List by Vendor VD4V ER User: BrendaF Printed: 02/10/2023 - 11:39AM Batch: 00408.02.2023 Invoice No Description Amount Payment Date Acct Number Reference Vendor: AceSolid Ace Solid Waste, Inc. Check Sequence: I ACH Enabled: False 8741435T067 February 2023 Commercial Waste 1,260.65 02/10/2023 2130-44000-62020 874143ST067 February 2023 Commercial Waste 420.22 02/10/2023 2130-44100-62020 87452097067 02/23 Rental Property Garbage Service 164.40 02/10/2023 4520-49300-62020 8746260T067 02/23 Rental Property Trash & Recycling Servio 160.07 02/10/2023 452OA9300-62020 Check Total: 2,005.34 Vendor: AcrStPro Across the Street Productions Check Sequence: 2 ACH Enabled: False INVI3533 Blue Card FEMA Grant 5,259.30 02/10/2023 0101-42200-61320 Check Total: 5,259.30 Vendor: Activ91I Active911, Inc. Check Sequence: 3 ACH Enabled: False 469512 Alerting Subscription & Family SMS 1,297.50 02/10/2023 0101-42200-62305 Check Total: 1,297.50 Vendor: AmazonBu Amazon Capital Services Check Sequence: 4 ACH Enabled: False 14KL-K633-IGJR 12V USB Outlet, Dual USE Quick Charger Sock 71.38 02/10/2023 6100-48800-61115 Check Total: 71.38 Vendor: AnkCity City of Anoka Check Sequence: 5 ACH Enabled: False INV0I542 Traffic Signal - Bunker &7th Ave 29.53 02/10/2023 0101-43400-63100 INV0I542 Traffic Signal - 7th Ave & 143rd 34.30 02/10/2023 0101-43400-63100 Check Total: 63.83 Vendor: AspenEqu Aspen Equipment Company Check Sequence: 6 ACH Enabled: False 10245048 Fan Space for Unit #08-408 76.18 02/10/2023 6100-45800-61115 Check Total: 76.18 AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page I Invoice No Description Amount Payment Date Acct Number Reference Vendor: AspenMil Aspen Mills 302083 Tie Nary Clip On 8.00 308388 Uniform for Ray Gibson 56.95 Check Sequence: 7 ACH Enabled: False 12/31/2022 0101-42200-61305 02/10/2023 0101-42200-61305 Check Sequence: 8 ACH Enabled: False 02/10/2023 4520-49300-63010 02/10/2023 4520-49300-63105 Check Sequence: 9 ACH Enabled: False 02/10/2023 7200-00000-24203 02/10/2023 7200-00000-24203 Check Sequence: 10 ACH Enabled: False 02/10/2023 2130-44000-61210 02/10/2023 010141420-61210 Vendor: Centerpt CenterPoint Energy Check Total: 64.95 Vendor: BamRealE BAM Real Estate Vehicle Maint Bldg 1-2023 02/10/2023 January 2023 Management 963.50 1-2023 Cold Storage January 2023 Maintenance 526.71 0101-41940-62015 11078654-8 Check Total: 1,490.21 Vendor: Bolton Bolton & Monk, Inc. 11369721 0305570 2607 BunkerLkBlvd MAIN(4-plex) Fields of Winslow Cove 425.00 0305571 11369722 Fields of Winslow Cove 1,020.00 115.22 02/10/2023 Check Total: 1,445.00 Vendor: CDW COW Government, Inc. 02/10/2023 GK58658 11530729 Computer 610.61 GK58658 02/10/2023 Computer 610.61 5840270-2 Water Treatment Plant Check Total: 1,221.22 Check Sequence: 7 ACH Enabled: False 12/31/2022 0101-42200-61305 02/10/2023 0101-42200-61305 Check Sequence: 8 ACH Enabled: False 02/10/2023 4520-49300-63010 02/10/2023 4520-49300-63105 Check Sequence: 9 ACH Enabled: False 02/10/2023 7200-00000-24203 02/10/2023 7200-00000-24203 Check Sequence: 10 ACH Enabled: False 02/10/2023 2130-44000-61210 02/10/2023 010141420-61210 Vendor: Centerpt CenterPoint Energy Check Sequence: 11 ACH Enabled: False 11078651-4 Vehicle Maint Bldg 5,299.78 02/10/2023 6100-48800-62015 11078651-4 11078654-8 Cold Storage 998.88 02/10/2023 0101-41940-62015 11078654-8 11369721-3 2621 BunkerLkBlvd MAIN(4-plex) 9.50 02/10/2023 4520-49300-62015 11369721 11369722-1 2607 BunkerLkBlvd MAIN(4-plex) 335.41 02/10/2023 4520-49300-62015 11369722 11527322-9 2513 Bunker Lk Blvd (Duplex) 115.22 02/10/2023 4520-49300-62015 11527322 11530729-0 Lift Station #11 28.50 02/10/2023 5200-48200-62015 11530729 5825952-4 Equipment Building 448.55 02/10/2023 0101-41950-62015 5825952 5840270-2 Water Treatment Plant 4,073.16 02/10/2023 510048100-62015 5840270 5840341-1 Prairie Knoll Park 93.91 02/10/2023 0101-41990-62015 5840341 5841153-9 Fire Station #1 1,594.01 02/10/2023 010141920-62015 5841153 5841451-7 Fire Station #2 1,514.48 02/10/2023 010141920-62015 5841451 5852601-3 Fire Station #3 1,717.72 02/10/2023 0101111920-62015 5852601 5864630-8 Pumphouse#4 144.08 02/10/2023 510048100-62015 5864630 5883191-8 Sunshine Park 410.92 02/10/2023 010141970-62015 5883191 5893307-8 Well 91 185.14 02/10/2023 5100-48100-62015 5893307 59072264 Pumphouse 46 95.12 02/10/2023 510048100-62015 5907226 5927939-8 Pumphouse#7 _ 161.25 02/10/2023 5100-48100-62015 5927939 5945463-7 Well #3 145.32 02/10/2023 5100-48100-62015 5945463 5950580-0 City Hall/Senior Center 1,926.83 02/10/2023 010141910-62015 5950580 AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 6122874-8 Lift Station #4 16.80 2022 4th Qtr Water Service 02/10/2023 5200-48200-62015 6122874 6402167055-5 Lift Station #10 33.93 00766196 02/10/2023 5200-48200-62015 6402167055 6402417246-8 2527 BunkerLkBlvd MAIN(4-plex) 12.76 1,100.00 02/10/2023 4520-49300-62015 6402417246 6402418666-6 2527 Bunker LkBlvd #4 (4-plex) 17.63 02/10/2023 452049300-62015 6402418666 6402474382-1 2556 138th Ave MAIN (4-plex) 365.29 Repair Comer @ Community Center 02/10/2023 452049300-62015 6402474382 6402630849-0 2542 138th Ave #3 (4-plex) 105.46 02/102023 4520-49300-62015 6402630849 6402901726-2 2542 138th Ave #2 (4-plex) 72.53 4144869622 02/10/2023 4520-49300-62015 6402901726.2 7575198-2 ASN Ballfields 428.65 111.64 02/10/2023 0101-41980-62015 7575198 7725077-7 Lift Station #1 16.80 -0101-41910-62200 02/102023 5200-48200-62015 7725077 8743371-0 Warning House 162.46 Uniform Cleaning 02/10/2023 0101-45000-62015 8743371 Check Total: Vendor: CoonRapi Check Total: 20,530.09 2022 4th Qtr Water Service 13889 Vendor: CentColl Century College Check Total Vendor: CoreMain Check Sequence: 12 00766196 Electric Vehicles & Ll Batteries 1,800.00 02/10/2023 010142200-61315 1134126 Fire Inspector 1 1,100.00 02/10/2023 0101-42200-61315 Check Total: 2,900.00 Vendor: CenFence Century Fence Company Check Sequence: 13 238843101 Repair Comer @ Community Center 3,275.00 02/10/2023 2130-44000-63105 Check Total: 3,275.00 Vendor: CintasGK Cintas Corp Check Sequence: 14 4144869622 Floor Mat Rental 44.44 02/10/2023 0101-41930-62200 4144869623 Uniform Cleaning & Shop Towels 111.64 02/10/2023 610048800-61020 4144869634 Floor Mat Rental 46.62 02/10/2023 -0101-41910-62200 4144869684 Uniform Cleaning - 153.57 02/102023 0101-43100-61020 4144869684 Uniform Cleaning 21.95 02/10/2023 0101-43300-61020 4144869684 Uniform Cleaning 87.72 02/10/2023 010145000-61020 4144869684 Uniform Cleaning 21.95 02/10/2023 510048100-61020 4144869684 Uniform Cleaning 43.86 02/10/2023 520048200-61020 Check Total: Vendor: CoonRapi City of Coon Rapids 13889 2022 4th Qtr Water Service 13889 2022 4th Qtr Sewer Service Check Total Vendor: CoreMain Core & Main LP 5203693 Meter Replacement 531.75 Check Sequence: 15 92.30 12/312022 5100-48100-55110 8,098.86 12/312022 5200-48200-55210 8,191.16 Check Sequence: 16 2,306.18 02/10/2023 5100-48100-61036 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference S304387 Meter 2,306.25 02/10/2023 510048100-61035 S321052 Meter Supplies 124.06 02/10/2023 5100-48100-61035 Check Total: 4,736.49 Vendor: DehnOil Dehn Oil Company Check Sequence: 17 ACH Enabled: False 25205076 Diesel Fuel 4,447.49 02/10/2023 6100-48800-61050 Check Total: 4,447.49 Vendor: DeptLabo Department of Labor & Industry Check Sequence: 18 ACH Enabled: False JAN0030042023 January 2023 Surcharge Report 3,445.43 02/10/2023 0101-00000-23201 JAN0030042023 January 2023 Surcharge Report -68.91 02/10/2023 0101-41400-58100 Check Total: 3,376.52 Vendor: ECM ECM Publishers, Inc. Check Sequence: 19 ACH Enabled: False 930182 Feb 7 PH 3147 140th Ave NW 133.10 02/10/2023 0101-41500-63025 930183 Feb 7 PH Prairie Road Easement 169.40 02/10/2023 0101-41500-63025 932179 2023 NPDES 157.30 02/10/2023 5300-48300-63025 932180 Feb 14 PH 14034 Crosstown Blvd 72.60 02/10/2023 0101-41500-63025 932451 Monthly Recycling Program 265.00 02/10/2023 0101-46000-63025 932452 Abatement Svcd Bid ROP 123.90 02/10/2023 0101-41500-63025 Check Total: 921.30 Vendor: EganSery Egan Service Check Sequence: 20 ACH Enabled: False MNT0000021988 Andover Blvd & Crosstown RR Maint 568.67 02/10/2023 0101-43400-62300 Check Total: 568.67 Vendor: EveSolar Everlight Solar Construction Check Sequence: 21 ACH Enabled: False 2022-00192 Refund Permit - Work Not Done 169.33 02/10/2023 0101-42300-52185 2022-00194 Refund Permit - Work Not Done 72.00 02/10/2023 0101-42300-52230 Check Total: 241.33 Vendor: FirstSys First Systems Technology, Inc. Check Sequence: 22 ACH Enabled: False 23330 Annual Verification of 8 Water Plant Flow Meter. 2,600.00 02/10/2023 5100-48100-63120 Check Total: 2,600.00 Vendor: GopherSt Gopher State One -Call Inc Check Sequence: 23 ACH Enabled: False 3010182 January 2023 Billable Locates 58.05 02/10/2023 5100-48100-63040 3010182 January 2023 Billable Locates 58.05 02/10/2023 5200-48200-63040 AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 ANI) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page 5 Check Total: 116.10 Vendor: Grainger Grainger Check Sequence: 24 ACH Enabled: False 9593907380 Coupling, PVC 10.79 02/10/2023 5100-48100-61120 Check Total: 10.79 Vendor: H.T.T.S. H.T.T.S. Hunter Services Check Sequence: 25 ACH Enabled: False 53611638 Tool - Gauge -Pressure 80 PSI 93.30 02/10/2023 610048800-61205 Check Total: 93.30 Vendor: Hayesins Hayes Instrument Co Inc Check Sequence: 26 ACH Enabled: False INV2328 Tools 634.56 12/31/2022 0101-41600-61205 Check Total: 634.56 Vendor: HlthPDen Health Partners Check Sequence: 27 ACH Enabled: False 118937847 March 2023 Premium 247.00 02/10/2023 6200-48900-63005 118937847 March 2023 Premium 1,216.12 02/10/2023 7100-00000-21218 118937847 March 2023 Premium 4,699.30 02/10/2023 0101-00000-21208 118937847 March 2023 Premium 69,023.07 02/10/2023 0101-00000-21206 Check Total: 75,185.49 Vendor: HenSchei Henry Schein, Inc. Check Sequence: 28 ACH Enabled: False 33764495 Nebulizer Ban AeroEclipse II 346.07 02/10/2023 0101-42200-61020 Check Total: 346.07 Vendor: InnovOff Innovative Office Solutions, LLC Check Sequence: 29 ACH Enabled: False CIN113791 Tables for Council Chambers 2,599.50 02/10/2023 4180-49300-61020 Check Total: 2,599.50 Vendor: HOMC International Institute Of Check Sequence: 30 ACH Enabled: False 2023 2023 Membership Dues 225.00 02/10/2023 0101-41300-61320 Check Total 225.00 Vendor: JohnCont Johnson Controls, Inc Check Sequence: 31 ACH Enabled: False 1-127350965028 Cpmcessopms A117 VAV Controller Programmb 1,809.40 02/10/2023 2130-44100-63105 Check Total: 1,809.40 AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: JRAdvanc JR's Advanced Recyclers Check Sequence: 32 ACH Enabled: False 109397 Appliances, Bulbs & Electronics Recycling 150.00 02/10/2023 0101-46000-63010 109398 Appliances, Bulbs & Propane Tanks Recycling 242.00 02/10/2023 010146000-63010 Check Total: 392.00 Vendor: Lawson Lawson Products, Inc. Check Sequence: 33 ACH Enabled: False 9310283990 Misc. Supplies 641.99 02/10/2023 6100-48800-61020 Check Total: 641.99 Vendor: LeagueMN League of Minnesota Cities Check Sequence: 34 ACH Enabled: False 376635 2023 Safety & Loss Control Workshop 20.00 02/10/2023 0101-41230-61315 Check Total: 20.00 Vendor: LermarBa Lennar Corporation Check Sequence: 35 ACH Enabled: False 2022-03974 Refund Bldg Permit for 15158 Norway St. NW 2,326.55 02/10/2023 0101-42300-52185 2022-03974 Refund Bldg Permit for 15158 Norway St. NW 2,653.70 02/10/2023 0101-00000-23201 2022-03974 Refund Bldg Permit for 15158 Norway St. NW 5.00 02/10/2023 0101-42300-52175 2022-03974 Refund Bldg Permit for 15158 Norway St. NW 90.00 02/10/2023 0101-42300-52215 2022-03974 Refund Bldg Permit for 15158 Norway St. NW 90.00 02/10/2023 0101-42300-52217 2022-03974 Refund Bldg Permit for 15158 Norway St. NW 525.14 02/10/2023 5100-48100-55160 Check Total: 5,690.39 Vendor: LifeLine LifeLine Incorporated Check Sequence: 36 ACH Enabled: False LL -17522 Zoll Stat-padz II HVP Multi Function Electrodes 272.69 02/10/2023 0101-42200-61020 Check Total: 272.69 Vendor: Loes Loe's Oil Company Check Sequence: 37 ACH Enabled: False 91186 Oil Filters Recycling 40.00 02/10/2023 0101-46000-63010 Check Total: 40.00 Vendor: LustreCl Lustre Clean by Design Check Sequence: 38 ACH Enabled: False Jan 2023 Deep Cleaning Interior Building 155.00 02/10/2023 452049300-63105 Cbeck Total: 155.00 Vendor: MakinenD Dana Makinen Check Sequence: 39 ACH Enabled: False 2023 2023 Medical Fles Account 240.00 02/10/2023 0101-00000-21211 AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page 7 Check Total: 240.00 Vendor: MartMcAl Martin -McAllister Check Sequence: 40 ACH Enabled: False 15094 Public Safety Assessment 1,875.00 02/10/2023 0101-42200-63005 Check Total: 1,875.00 Vendor: MauerMai Mauer Main Check Sequence: 41 ACH Enabled: False 5013033 N -Trim for Unit #13-94 866.97 02/10/2023 6100-48800-61115 Check Total: 866.97 Vendor: MedComp Med Compass, Inc. Check Sequence: 42 ACH Enabled: False 42712 Hazmat Physical W/Hearing & Vision 195.00 02/10/2023 0101-42200-63005 Check Total: 195.00 Vendor: MNRWA Minnesota Rural Water Assoc Check Sequence: 43 ACH Enabled: False Registration for MRWA Conference 275.00 02/10/2023 510048100-61315 Registration for MRWA Conference 550.00 02/10/2023 5200-48200-61315 Check Total: 825.00 Vendor: MNWaste Minnesota Wastewater Operators Association Check Sequence: 44 ACH Enabled: False 2023 Subscriptions 60.00 02/10/2023 5100-48100-61325 Check Total: 60.00 Vendor: MNIAAI MNIAAI Check Sequence: 45 ACH Enabled: False 2023 2023 Membership Dues 25.00 02/10/2023 0101-42200-61320 854 Registration for Conference 260.00 02/10/2023 0101-42200-61315 Check Total: 285.00 Vendor: MRCutEdg MR Cutting Edge Check Sequence: 46 ACH Enabled: False 5255 Ice Scraper Blade Sharpen 186.00 02/10/2023 213044300-61020 Check Total: 186.00 Vendor GlantzN N.Glantz & Sons LLC Check Sequence: 47 ACH Enabled: False 16612574-00 30" X 50Y Gerber 220 3M Sign Supplies 130.20 02/10/2023 0101-43300-61030 Check Total: 130.20 AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Vendor: NoStSign North Star Signs & Engraving Check Sequence: 48 ACH Enabled: False 25475 Name Plate for Liliay Ustimchuk 27.50 02/10/2023 010141500-61005 Check Total! 27.50 Vendor: ODP Bus ODP Business Solutions, LLC Check Sequence: 49 ACH Enabled: False 285547266001 PW Office Depot Supplies 4.73 02/10/2023 0101-43100-61005 285547266001 PW Office Depot Supplies 3.15 02/10/2023 0101-43200-61005 285547266001 PW Office Depot Supplies 11.04 02/10/2023 0101-45000-61005 285547266001 PW Office Depot Supplies 2.21 02/10/2023 0101-46000-61005 285547266001 PW Office Depot Supplies 7.89 02/10/2023 5100-48100-61005 285547266001 PW Office Depot Supplies 15.14 02/10/2023 5200-48200-61005 285547266001 PW Office Depot Supplies 12.94 02/10/2023 6100-48800-61005 Check Total: 57.10 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 50 ACH Enabled: False 3253-304312 Washer Pump & Vacuum Tank - Return -45.03 02/10/2023 6100-48800-61115 3253-305123 Returned LED Light, Washer Pump & Work Lig -108.37 02/10/2023 6100-48800-61115 3253-306707 Fuel Filters 92.82 02/10/2023 6100-48800-61115 3253-306759 Dual USB for Unit #4800 19.99 02/10/2023 610048800-61115 3253-306932 Air Filter & Assry Plug 62.80 02/10/2023 610048800-61115 3253-306935 Dual USB for Unit #4819 19.99 02/10/2023 6100-48800-61115 Check Total: 42.20 Vendor: Postmast Postmaster Check Sequence: 51 ACH Enabled: False P126 USPS Marketing Bulk Mail Permit #26 275.00 02/10/2023 0101-41210-61405 Check Total: 275.00 Vendor: RedpathC Redpath and Company Check Sequence: 52 ACH Enabled: False 150475731 Financial Audit for December 31, 2022 4,545.00 12/31/2022 010141400-63005 150475731 Financial Audit for December 31, 2022 1,274.00 12/31/2022 5100-48100-63005 150475731 Financial Audit for December 31, 2022 1,274.00 12/31/2022 5200-48200-63005 150475731 Financial Audit for December 31, 2022 385.00 12/31/2022 530048300-63005 150475731 Financial Audit for December 31, 2022 389.00 12/31/2022 211046500-63005 150475731 Financial Audit for December 31, 2022 168.00 12/31/2022 2220-41600-63005 Check Total: Vendor: RepSvices Republic Services #899 0894-006077592 January 2023 Shredding Service 8,035.00 Check Sequence: 53 735.09 02/10/2023 010146000-63010 ACH Enabled: False AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 735.09 Vendor: RitewayW Rite -Way Waterproofing Check Sequence: 54 ACH Enabled: False 2023-00013 Refund Permit - Job Cancelled 169.33 02/10/2023 0101-42300-52185 Check Total: 169.33 Vendor: Rosenqui Rosenquist Construction Inc. Check Sequence: 55 ACH Enabled: False 35286 Roof Leak 905.00 02/10/2023 2130-44000-63105 Check Total: 905.00 Vendor: Sa£etySi Safety Signs Check Sequence: 56 ACH Enabled: False 230020E Tower 92 Recond & Painting 180.00 02/10/2023 2510-46500-62200 Check Total: 180.00 Vendor: SATELL Satellite Shelters, Inc. Check Sequence: 57 ACH Enabled: False 11W639078 Trailer Rental @ Hawkridge Park 550.00 02/10/2023 0101-45000-62200 Check Total: 550.00 Vendor: Sharrowl, Sharrow Lifting Products Check Sequence: 58 ACH Enabled: False 158605. Tools 47.93 02/10/2023 610048800-61205 Check Total: 47.93 Vendor: Slothins Sloth Inspections, Inc. Check Sequence: 59 ACH Enabled: False Jan 2023 2023 Electrical Inspections 3,972.75 02/10/2023 0101-42300-63005 Jan 2023 2021 Electrical Inspections 810.00 02/10/2023 010142300-63005 Check Total: 4,782.75 Vendor: StarTH2 Star Tribune Check Sequence: 60 ACH Enabled: False 10962115 02/19/23 - 03/19/23 Mad Subscription 27.78 02/10/2023 0101-41200-61320 Check Total: 27.78 Vendor: SterlTro Sterling Trophy Check Sequence: 61 ACH Enabled: False 30884 Engraving for Plaques, Trophy & Shadow Box 1,313.50 02/10/2023 0101-42200-61020 Check Total: 1,313.50 Vendor: Stryker Stryker Sales Corp Check Sequence: 62 ACH Enabled: False AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 At) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 4029279 M Lucas Suction Cup Dispenser 614.65 02/10/2023 0101-42200-61020 Check Total: 614.65 Vendor: Timesave Timesaver Check Sequence: 63 ACH Enabled: False M27928 Planning Commission Meeting 159.00 02/10/2023 0101-41500-63005 M27928 City Council Meeting 620.00 02/10/2023 0101-41100-63005 M27928 Park & Rec Meeting 159.00 02/10/2023 010145000-63005 Check Total: 938.00 Vendor: Towmaste Towmaster Check Sequence: 64 ACH Enabled: False 456491 Cover Sensor Speed for Unit 4202 81.17 02/10/2023 6100-48800-61115 Check Total: 81.17 Vendor: TrustlnU Trust in Us Workplace Drug & Alcohol Testing Check Sequence: 65 ACH Enabled: False 96879 Non DOT Employment & DOT Post Accident 171.00 02/10/2023 0101-41230-63005 Check Total: 171.00 Vendor: UhlCompa Uhl Company Check Sequence: 66 ACH Enabled: False 47636 Replace the Failed Trans Variable Speed Drive 2,535.00 02/10/2023 0101-41930-63105 49758 Fumance Repair 785.70 02/10/2023 0101-41920-63105 Check Total: 3,320.70 Vendor: Verizon Verizon Wireless Check Sequence: 67 ACH Enabled: False 9926700476 Storm Water Pump 25.02 02/10/2023 5300-48300-62030 Check Total: 25.02 Vendor: VoyantCo Voyant Communications Check Sequence: 68 ACH Enabled: False 0030943230201 Phone Service @ City Hall 673.38 02/10/2023 0101-41910-62030 0030943230201 Phone Service @ Fire Stations 105.00 02/10/2023 0101-41920-62030 0030943230201 Phone Service @ Public Works 216.00 02/10/2023 010141930-62030 0030943230201 Phone Service @ Community Center 102.00 02/10/2023 2130-44000-62030 0030943230201 Phone Service @ WTP 44.00 02/10/2023 510048100-62030 Check Total: 1,140.38 Vendor: WalterRR Walters Recycling & Refuse Inc Check Sequence: 69 ACH Enabled: False 0006741388 January 2023 Recycling Center 660.00 02/10/2023 010146000-63010 AP -Computer Check Proof List by Vendor (02/10/2023 - 11:39 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/1012023 - 11:39 AM) Page I l Check Total: 660.00 Vendor: WHSecuri WH Security Check Sequence: 70 ACH Enabled: False 150-1681-3487 Security System @ Sunshine Park 33.95 02/10/2023 0101-41970-63010 150-1682-7288 Security System @ ASN 52.95 02/10/2023 0101-41980-63010 150-1693-9665 Security System @ FS#1 67.90 02/10/2023 0101-41920-63010 150-1694-3764 Security System @ City Hall 67.90 02/10/2023 0101-41910-63010 150-1694-6826 Security System @ Public Works 67.90 02/10/2023 0101-41930-63010 150-1694-9717 Security System @ Vehicle Maint 67.90 02/10/2023 6100-48800-63010 150-1697-0765 Security System @ FSO 77.90 02/10/2023 0101-41920-63010 Check Total: 436.40 Vendor: WmckSew Wmck Sewer and Portable Rental Check Sequence: 71 ACH Enabled: False 11065 Portable Toilet Rental 58.50 02/10/2023 010145000-62200 Check Total: 58.50 Vendor: Ziegler Ziegler, Inc. Check Sequence: 72 ACH Enabled: False S1000284352 Parts to Repair Unit #204 2,265.28 02/10/2023 6100-48800-61115 SI000284352 Labor to Repair Unit#204 1,110.00 02/10/2023 6100-48800-63135 Check Total: 3,375.28 Total for Check Run: 186,179.44 Total of Number of Checks: 72 AP -Computer Check Proof List by Vendor (02/1012023 - 11:39 AM) Page I l Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 02/16/2023 - 1:56PM Batch: 00414.02.2023 ,,WJ C IT Y OF ND Invoice No Description Amount Payment Date Acct Number Reference Vendor: AFLAC AFLAC Check Total: - Check Sequence: 1 ACH Enabled: False 563238 January 2023 Premium 441.48 02/17/2023 0101-00000-21209 Check Total: 441.48 Remove EAB Tree @ BL Boat Landing Vendor: AmazonBu Amazon Capital Services 02/17/2023 0101-41930-63105 Check Sequence: 2 ACH Enabled: False 1DV3-PLRR-N9RQ Parts for Unit #17-589 95.79 02/17/2023 6100-48800-61115 AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 1 Check Total: Check Total: 95.79 Vendor: AssurSec Assured Security Check Sequence: 3 ACH Enabled: False 226196 Remove EAB Tree @ BL Boat Landing Install New Locks on Interior Door 724.50 02/17/2023 0101-41930-63105 Check Total: Check Total: 724.50 Vendor: BamumCo Barnum Companies, Inc. Check Sequence: 4 ACH Enabled: False 35831 Floor Mat Rental Repair East Slide Gate 936.60 02/17/2023 0101-41930-63105 4145563590 Uniform Cleaning/Shop Towels & Floor Mats Check Total: 936.60 6100-48800-61020 Vendor: BarrEngi Barr Engineering Company 02/17/2023 Check Sequence: 5 ACH Enabled: False 23021203.00-3 PW Yard Waste Qual Trtmt 1,851.50 02/17/2023 4160-49300-63005 AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 1 Check Total: 1,851.50 Vendor: CamTree Carr's Tree Service Check Sequence: 6 ACH Enabled: False 29526 SC Remove EAB Tree @ BL Boat Landing 825.00 02/17/2023 0101-45000-63010 Check Total: 825.00 Vendor: CintasGK Cintas Corp Check Sequence: 7 ACH Enabled: False 4145563562 Floor Mat Rental 100.76 02/17/2023 0101-41920-62200 4145563590 Uniform Cleaning/Shop Towels & Floor Mats 160.11 02/17/2023 6100-48800-61020 4145563688 Uniform Cleaning 153.57 02/17/2023 0101-43100-61020 AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 4145563688 Uniform Cleaning 21.95 02/17/2023 0101-43300-61020 4145563688 Uniform Cleaning 87.72 02/17/2023 0101-45000-61020 4145563688 Uniform Cleaning 21.95 02/17/2023 5100-48100-61020 4145563688 Uniform Cleaning 43.86 02/17/2023 5200-48200-61020 4146217870 Floor Mat Rental 46.62 02/17/2023 0101-41910-62200 Check Total: 636.54 Vendor: Cottens Cottons', Inc Check Sequence: 8 ACH Enabled: False 588187 Chain Roller 122.79 02/17/2023 6100-48800-61115 588250 Return 261N Trico Force Blade -52.38 02/17/2023 6100-48800-61115 Check Total: 70.41 Vendor: ECM ECM Publishers, Inc. Check Sequence: 9 ACH Enabled: False 933114 - Ord 548 102.85 02/17/2023 0101-45000-63025 933115 Ord 549 163.35 02/17/2023 0101-41910-63025 933116 Ord 546 96.80 02/17/2023 0101-41300-63025 Check Total: 363.00 Vendor: FacMotor Factory Motor Parts Company Check Sequence: 10 ACH Enabled: False 128-Z13045 Batteries for Unit #16-209 529.44 02/17/2023 6100-48800-61115 128-Z13092 Core Credit -31.60 02/17/2023 6100-48800-61115 Check Total: 497,84 Vendor: ForceAm Force America Distributing LLC Check Sequence: I1 ACH Enabled: False 001-1704106 Cable, Female M12 for Unit #202 90.32 02/17/2023 6100-48800-61115 Check Total: 90.32 Vendor: FossHarr Harrison Foss Check Sequence: 12 ACH Enabled: False Learn to Skate Coach 33.50 02/17/2023 2130-44300-63005 Check Total: 33.50 Vendor: FuerstAn Andrew Fuerst Check Sequence: 13 ACH Enabled: False Learn to Skate Coach 263.75 02/17/2023 2130-44300-63005 Check Total: 263.75 Vendor: GiacomiI Isabella Giacomini Check Sequence: 14 ACH Enabled: False Learn to Skate Coach 297.00 02/17/2023 2130-44300-63005 AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 3 Check Total: 297.00 Vendor: GiacomiJ Jordan Giacontini Check Sequence: 15 ACH Enabled: False Learn to Skate Coach 263.75 02/17/2023 2130-44300-63005 Check Total: 263.75 Vendor: InstrRes Instrumental Research, Inc Check Sequence: 16 ACH Enabled: False 4643 January 2023 Total Coliform Testing 220.00 02/17/2023 5100-48100-63005 4643 Biological Water Treatment Study 01/23 900.00 02/17/2023 5100-48100-63005 Check Total: 1,120.00 Vendor: JohnJenn Jennifer Johnson Check Sequence: 17 ACH Enabled: False Learn to Skate Coach 273.00 02/17/2023 2130-44300-63005 Check Total: 273.00 Vendor: JoyCarly Carly Joy Check Sequence: 18 ACH Enabled: False Learn to Skate Coach 100.50 02/17/2023 213044300-63005 Check Total: 100.50 Vendor: KalmesAs Ashley Kalmes Check Sequence: 19 ACH Enabled: False Leam to Skate Coach 725.00 02/17/2023 2130-44300-63005 Mise. Supplies 82.00 02/17/2023 2130-44300-61055 Check Total: 807.00 Vendor: KLMEngin KLM Engineering, Inc. Check Sequence: 20 ACH Enabled: False 9437 Tower #2 Recond & Painting 3,520.00 02/17/2023 2510-46500-63005 Check Total: 3,520.00 Vendor: LangsdoA Ally Langsdorf Check Sequence: 21 ACH Enabled: False Learn to Skate Coach 277.00 02/17/2023 2130-44300-63005 Check Total: 277.00 Vendor: LangsdoS Saddie Langsdorf Check Sequence: 22 ACH Enabled: False Lem to Skate Coach 277.50 02/17/2023 2130-44300-63005 Check Total: 277.50 AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Vendor: LemkeBro Brooke Lemke Check Sequence: 23 ACH Enabled: False Learn to Skate Coarch 264.25 02/17/2023 2130-44300-63005 Check Total: 264.25 Vendor: LittleFa Little Falls Machine, Inc. Check Sequence: 24 ACH Enabled: False 366316 Track Plow Lift Cylinder W/O -Ring Ports 2,121.69 02/17/2023 6100-48800-61115 Check Total: 2,121.69 Vendor: LossingP Paige Leasing Check Sequence: 25 ACH Enabled: False Learn to Skate Coach 295.00 02/17/2023 2130-44300-63005 Check Total: 295.00 Vendor: LRRWMO LRRWMO Check Sequence: 26 ACH Enabled: False 511 161 at Ave& Tulip St. Reconstruction 113.75 02/17/2023 4140-49300-63005 Check Total: 113.75 Vendor: MakinenD Dana Makinen Check Sequence: 27 ACH Enabled: False 2023 2023 Medical Flex Account 1,250.00 02/17/2023 0101-00000-21211 Check Total: 1,250.00 Vendor: MannChas Chase Mann Check Sequence: 28 ACH Enabled: False Learn to Skate Coach 100.50 02/17/2023 2130-44300-63005 Check Total: 100.50 Vendor: MattsoSa Samantha Mattson Check Sequence: 29 ACH Enabled: False Learn to Skate Coach 73.75 02/17/2023 2130-44300-63005 Check Total: 73.75 Vendor: MauerMai Mauer Main Check Sequence: 30 ACH Enabled: False 5013130 SL -N -Filter for Stock 7.95 02/17/2023 6100-48800-61115 Check Total: 7.95 Vendor: MNRWA Minnesota Rural Water Assoc Check Sequence: 31 ACH Enabled: False Registration for Conference 275.00 02/17/2023 5200-48200-61315 Check Total: 275.00 AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: MyersGab Gabe Myers Check Sequence: 32 ACH Enabled: False Learn to Skate Coach 100.50 02/17/2023 2130-44300-63005 Check Total: 100.50 Vendor: GlantzN N.Glantz & Sons LLC Check Sequence: 33 ACH Enabled: False 16612566-00 30"X10Y Gerber 220 3M Sign Supplies 219.57 02/17/2023 0101-43300-61030 16612689-00 30"X50Y Gerber 220 3M Sign Supplies 114.30 02/17/2023 0101-43300-61030 Check Total: 333.87 Vendor: NACMech NAC Mechanical & Electrical Services Check Sequence: 34 ACH Enabled: False 208188 Labor for Air Unit 900.00 02/17/2023 610048800-63105 Check Total: 900.00 Vendor: NoStSign North Star Signs & Engraving Check Sequence: 35 ACH Enabled: False 25498 Name Plate for New P&Z & Open Space - 64.50 02/17/2023 010141500-61005 Check Total: 64.50 Vendor: ODP Bus ODP Business Solutions, LLC Check Sequence: 36 ACH Enabled: False 292069707001 CH Office Supplies 13.16 02/17/2023 0101-42300-61005 292069707001 CH Office Supplies 10.52 02/17/2023 0101-41500-61005 292069707001 CH Office Supplies 7.89 02/17/2023 010141600-61005 292069707001 CH Office Supplies 5.26 02/17/2023 0101-41230-61005 292069707001 CH Office Supplies 2.64 02/17/2023 0101-41300-61005 292069707001 CH Office Supplies 5.26 02/17/2023 0101-41400-61005 292069707001 CH Office Supplies 7.89 02/17/2023 0101-41200-61005 292069707001 Clock 15.59 02/17/2023 0101-41500-61020 Check Total: 68.21 Vendor: OPUS21 OPUS 21 Check Sequence: 37 ACH Enabled: False 230162 January 2023 Utility Billing 3,384.76 02/17/2023 510048100-63010 230162 January 2023 Utility Billing 3,791.12 02/17/2023 520048200-63010 230162 January 2023 Utility Billing 3,688.58 02/17/2023 0101-43600-63010 230162 January 2023 Utility Billing 5,298.83 02/17/2023 530048300-63010 230162 January 2023 Utility Billing 625.08 02/17/2023 213044000-63010 Check Total: 16,788.37 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 38 ACH Enabled: False 3253-306918 Air Filter for Unit 4173 103.61 02/17/2023 6100-48800-61115 AP -Computer Check Proof List by Vendor (02/1(/2023 - 1:56 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 3253-307085 Eng Heater for Unit #20-181 86.15 02/17/2023 6100-48800-61115 3253-307336 Assry Plug Returned -9.99 02/17/2023 6100-48800-61115 3253-308005 Oil Pressure Switch for Unit 98 38.85 02/17/2023 6100-48800-61115 3253-308348 Copnic BK LN for Unit #205 44.56 02/17/2023 6100-48800-61115 3253-308387 ` Air BrakeTube 0.26 02/17/2023 6100-48800-61020 Check Total: 263.44 Vendor: PaceAnal Pace Analytical Services, LLC Check Sequence: 39 ACH Enabled: False 23100404701 Biological Water Treatment Study 853.00 02/17/2023 5100-48100-63005 23100404828 Biological Water Treatment Study 1,033.00 02/17/2023 5100-48100-63005 23100404988 Biological Water Treatment Study 853.00 02/17/2023 510048100-63005 23100405033 Biological Water Treatment Study 853.00 02/17/2023 5100-48100-63005 Check Total: 3,592.00 Vendor: Posm ast Postmaster Check Sequence: 40 ACH Enabled: False Permit #26 USPS Marketing Bulk Mail Permit #26 290.00 02/17/2023 010141210-61405 Check Total: 290.00 Vendor: QuenchUS Quench USA, Inc. Check Sequence: 41 ACH Enabled: False INV05364188 Water Cooler @ City Hall 157.41 02/17/2023 0101-41910-62200 INV05364296 Water Cooler @Fire Station #1 136.44 02/17/2023 0101-42200-62200 INV05364309 Water Cooler @ Public Works 293.85 02/172023 OI01-41930-62200 Check Total: 587.70 Vendor: Reg 7AA Region 7AA Check Sequence: 42 ACH Enabled: False 2023 - Playoffs Section 7AA Girls Playoffs 4,555.00 02/17/2023 213044300-55530 Check Total: 4,555.00 Vendor: RegAbstr Registered Abstracters Check Sequence: 43 ACH Enabled: False A23-02001 EDA Research 225.00 02/17/2023 2110-46500-63005 Check Total: 225.00 Vendor: RESPEC RESPEC Check Sequence: 44 ACH Enabled: False INV -0123-890 On Site Support 18.75 02/17/2023 4140-49300-63005 Check Total: 18.75 Vendor: RockersL Lauren Rockers Check Sequence: 45 ACH Enabled: False Learn to Skate Coach 263.75 02/17/2023 2130-44300-63005 AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 263.75 Vendor: SmithBr Smith Brothers Decorating Check Sequence: 46 ACH Enabled: False 1-3570 Sierra Metalmax DTM Arty. Safety Blue 59.67 02/17/2023 5100-48100-61005 Check Total: 59.67 Vendor: SocolotE Emma Socolofsky Check Sequence: 47 ACH Enabled: False Learn to Skate Coach 261.00 02/17/2023 2130-44300-63005 Check Total: 261.00 Vendor: SOTAClea SOTA Clean LLC Check Sequence: 48 ACH Enabled: False 1192 Monthly Cleaning Service 1,548.37 02/17/2023 0101-41910-63010 1192 Monthly Cleaning Service 1,284.01 02/17/2023 0101-41930-63010 1192 Monthly Cleaning Service 566.47 02/17/2023 0101-41920-63010 1192 Monthly Cleaning Service 377.65 02/17/2023 6100-48800-63010 Check Total: 3,776.50 Vendor: StoehGra Grace Stoehr Check Sequence: 49 ACH Enabled: False Learn to Skate Coach 202.00 02/17/2023 2130-44300-63005 Check Total: 202.00 Vendor: SupSolut Supply Solutions LLC Check Sequence: 50 ACH Enabled: False 40260 Foaming Soap - Clear 205.11 02/17/2023 0101-41910-61025 Check Total: 205.11 Vendor: UhlCompa Uhl Company Check Sequence: 51 ACH Enabled: False 49561 Labor to Repair Wash Bay 547.00 02/17/2023 610048800-63105 50118 Labor to Repair MAU Exhaust Fan in Alarm, 377.50 02/17/2023 610048800-63105 50316 Labor to Repair Furnace 445.60 02/17/2023 0101-41980-63105 Check Total: 1,370.10 Vendor: USBankEq US Bank Equipment Finance Check Sequence: 52 ACH Enabled: False 500-0604166-000 Taskalfa 4003I Copier Q Public Works Final 185.11 02/17/2023 0101-41930-62200 Check Total: 185.11 Vendor: WalterRR Walters Recycling & Refuse Inc Check Sequence: 53 ACH Enabled: False 0006741508 PW Garbage Disposal 424.58 02/17/2023 0101-46000-62020 AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 0006741508 PW Garbage Disposal 96.50 02/17/2023 0101-45000-62020 0006741508 PW Garbage Disposal 122.23 02/17/2023 0101-41930-62020 0006745999 02/23 Garbage/Recycling @ FS#1 70.52 02/17/2023 0101-41920-62020 0006745999 02/23 Garbage/Recycling @ FS#2 22.55 02/17/2023 0101-41920-62020 0006745999 02/23 Garbage/Recycling @ FS#3 17.55 02/17/2023 0101-41920-62020 0006745999 02/23 Garbage/Recycling @ City Hall 99.45 02/17/2023 0101-41910-62020 0006746095 02/23 Commercial Waste & Recycling 658.19 02/17/2023 2130-44000-62020 0006746095 02/23 Commercial Waste & Recycling 219.39 02/17/2023 2130-44100-62020 Check Total: 1,730.96 Vendor: WS&D Per WS & D Permit Service, Inc Check Sequence: 54 2022-03468 Refund Permit - Job Cancelled 71.80 02/17/2023 0101-42300-52185 Check Total: 71.80 Vendor: WSB WSB & Associates, Inc. Check Sequence: 55 R-017448-000-18 AMI- Advanced Metering Infrastructure 206.00 02/17/2023 2510-46500-63005 R-020924-000-4 Biological Water Treatment Study 3,810.75 02/17/2023 5100-48100-63005 Check Total: 4,016.75 Total for Check Run: 58,197.96 Total of Number of Checks: 55 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (02/16/2023 - 1:56 PM) Page 8 Accounts Payable Computer Check Proof List by Vendor ?CN T r o RO'tk User: BrendaF�� Printed: 02/16/2023 - 2:44PM Batch: 00421.02.2023 Invoice No Description Amount Payment Date Acct Number Reference Vendor: BeBaKIGI Berglund, Baumgartner, Kimball & Glaser, LLC Check Sequence: 1 ACH Enabled: False ANDOVER January 2023 Legal Services 17,496.13 02/21/2023 0101-41240-63015 Check Total: 17,496.13 Vendor: MetCounE Metropolitan Council Environmental Services Check Sequence: 2 ACH Enabled: False Jan 2023 January 2023 SAC Report 49,700.00 02/21/2023 0101-00000-23201 Jan 2023 January 2023 SAC Report -497.00 02/21/2023 0101-41400-58100 Check Total: 49,203.00 Vendor: MNDOH Minnesota Department of Health Check Sequence: 3 ACH Enabled: False 1020034 2023 1st QV Connection Fee 17,046.00 02/21/2023 5100-48100-63050 Check Total: 17,046.00 Vendor: TrautWel Tmut Companies Check Sequence: 4 ACH Enabled: False 356054 Well 9, Pull Pump/Motor & Replace 90,113.25 02/21/2023 5100-48100-63115 Check Total: 90,113.25 Total for Check Run: 173,858.38 Total of Number of Checks: 4 AP -Computer Check Proof List by Vendor (02/16/2023 - 2:44 PM) Page I C I T Y O F ND OVE 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • VVWW.AN DOVE RM N. GOV TO: Mayor and Council Members S CC: Jim Dickinson, City Administra r FROM: David D. Berkowitz, Director of Pu rks/City Engineer SUBJECT: Approve Plans & Specs/Order Ad for Bids/23-2/2023 Street Reconstruction - Engineering DATE: February 21, 2023 INTRODUCTION The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 23-2, 2023 Street Reconstruction. DISCUSSION Each year the roadway segments in the most need of repair throughout the City are reconstructed with the City of Andover's street reconstruction program. Identified in the 2023-2027 Capital Improvement Plan is the Oak Bluff development for reconstruction in 2023 (refer to attached location map). Improvements will include reclaiming the existing bituminous roadway, replacing existing bituminous curb with concrete curb and gutter, storm sewer improvements, limited water main and sanitary sewer improvements, and paving of a new bituminous surface. Water main will be extended on the west side of the project to create a water main loop at north Bluebird Street. Sanitary sewer will also be extended as identified in the feasibility report. This street reconstruction method has been a highly effective way to address deteriorated streets since the City began the process back in 1996. Plans and specifications are available in the City Engineer's office for review. A neighborhood informational meeting was held on July 19, 2022 with the affected residents in the neighborhood to discuss the project and answer questions. The Public Hearing was held on September 6, 2022. BUDGETIMPACT The feasibility report identifies an estimated total project cost at $1,244,200 which will be funded from a combination of special assessments and City funds. Twenty-five percent of the total street related project costs will be assessed to the benefiting properties fronting the improvements on a front foot basis and as per the assessment process identified in the City's Roadway Reconstruction Assessment Policy. The remaining street related costs would be funded through the City's Road and Bridge Fund. Sanitary sewer and water main improvements along 148`h Lane will be funded through the Trunk Sewer & Water Fund and associated costs identified as fees for each benefitting parcel in the City's Fee Schedule. These fees would be assessed back to benefiting properties if or when they petition to hookup to City sanitary sewer and water main. The assessment costs at the time Mayor and Council Members February 21, 2023 Page 2 of 2 of petition would be based upon project costs and would be identified in the City's fee schedule to be adjusted by the Engineering News Record Construction Cost Index. ACTION REQUIRED The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 23-2, 2023 Street Reconstruction. Respectfully submitted, r:l- David D. Berkowitz Attachment: Resolution & Location Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 23-2,2023 STREET RECONSTRUCTION. WHEREAS, pursuant to Resolution No. 064-22, adopted by the City Council on the 6t'' day of September, 2022 the City Engineer has prepared final plans and specifications for Project No. 23-2. WHEREAS such final plans and specifications were presented to the City Council for their review on the 21St day of February, 2023. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the Final Plans and Specifications. BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby direct the City Clerk to seek public bids as required by law, with such bids to be opened electronically and virtually at 1 2023. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 21St day of February , 2023 with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner— Deputy City Clerk tiNuovtk Oak Bluff Location Map EXHIBIT 1 LOCATION MAP 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 TO: Mayor and Council Members CC: Jim Dickinson, City Administrat FROM: David D. Berkowitz, Director of is rks/City Engineer SUBJECT: Approve Plans & Specs/Order Ad for Bids/23-17/2023 Full Depth Reclamation - Engineering DATE: February 21, 2023 INTRODUCTION The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 23-17, 2023 Full Depth Reclamation. Proposed for construction in 2023 is a full depth reclamation project for streets in the east -central portion of the City as identified on the attached location map, Exhibit 1. The surface of the streets have deteriorated to the point that a full depth reclamation is the best course of action to improve the pavement structure and surface. The project would include reclaiming the existing bituminous roadway, limited concrete curb and gutter replacements, storm sewer structure repairs, paving a new bituminous surface, and replacing pedestrian curb ramps not meeting ADA standards. The water main in the project area was constructed during a timeframe where bolts on gate valves have rusted away, so those would be exposed and replaced during construction. This project is expected to extend the life of the roadway another 25+ years before a reconstruction would be considered. The project consists of 535 existing or potential residential units which includes 1 City Park. The property owners were notified of this project by the Public Hearing letter and notice that was mailed to them which described the proposed improvements and estimated assessment rate. The Public Hearing for the project was held at the Regular Scheduled City Council meeting on January 17, 2023. Plans and specifications are available in the City Engineer's office for review BUDGETIMPACT The project will be funded from the City's Road & Bridge Fund with twenty-five percent (25%) of the total project costs for the roadway improvements to be assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy. All costs associated with replacement of water main valve bolts will be funded by the Trunk Water Fund. ACTION REQUIRED The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 23-17, 2023 Full Depth Reclamation. Respectfully submitted, C�Izco,7a David D. Berkowitz Attachment: Resolution & Location Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 23-17,2023 FULL DEPTH RECLAMATION. WHEREAS, pursuant to Resolution No. 008-23, adopted by the City Council on the 17th day of January , 2023 the City Engineer has prepared final plans and specifications for Project No. 23-17 WHEREAS such final plans and specifications were presented to the City Council for their review on the 21St day of February 2023. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the Final Plans and Specifications. BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby direct the City Clerk to seek public bids as required by law, with such bids to be opened electronically and virtually at 10:00 a.m. March 23 , 2023. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 215t day of February , 2023 with Councilmembers voting in favor of the resolution, and Councilmembers against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — Deputy City Clerk voting 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Admini FROM: David Berkowitz, Director of Pubh'b\WkrWCity Engineer SUBJECT: Accept Feasibility Report/Order PubV Hearing/23-11A Through 23-11L, 23-15 Prairie Rd. NW & 23-16 Andover Blvd. NW/2023 Mill & Overlay - Engineering DATE: February 21, 2023 INTRODUCTION The City Council is requested to accept the feasibility report and order the public hearing for Projects 23- 11A Through 23-11L, 23-15 Prairie Rd. NW & 23-16 Andover Blvd. NW/2023 Mill & Overlay. DISCUSSION Identified in the City's 2023-2027 Capital Improvement Plan is a mill and overlay of streets in varies locations throughout the City. Refer to the attached feasibility report for detailed locations and proposed assessment details. The surface of the streets in these areas have been striping away, and a mill and overlay is the best course of action to correct this deterioration and prolong the life of the road. The projects would include milling off the existing bituminous wearing course and paving a new bituminous wearing course over the existing roadway. It is anticipated that these projects will extend the life of the roadway another 15+ years before a reconstruction would be considered. Prairie Road from Bunker Lake Boulevard to Andover Boulevard and Andover Boulevard west of Crosstown Blvd to Eveland Fields are Municipal State Aid segments. Due to the tight schedule of this project initial neighborhood letters were not able to be sent out but the projects were identified in the January/February Andover Today Newsletter. BUDGETIMPACT The projects would be funded from the City's Road & Bridge Fund with twenty-five percent (25%) of the total project costs for the roadway improvements to be assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy. Projects 23-11A through 23-11L would be assessed on a unit basis based on each specific project. The Prairie Road project from Bunker Lake Boulevard to Andover Boulevard and Andover Boulevard west of Crosstown Boulevard to Everland Fields are Municipal State Aid segments and MSA funding would be utilized on these projects along with assessments for each property based on front footage due to the limited number of accessible units on these segments. Each assessment method is identified in the City's Roadway Reconstruction Assessment Policy. ACTION REQUIRED The City Council is requested to accept the feasibility report and order the public hearing for Projects 23- 11A Through 23-11L/23-15 Prairie Rd. NW & 23-16 Andover Blvd. NW/2023 Mill & Overlay. ully submitted, cn0, David Berkowitz, P.E. Attachments: Resolution & Feasibility Report (which includes proposed assessment rates and location maps) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION ACCEPTING FEASIBILITY REPORT AND CALLING PUBLIC HEARING ON IMPROVEMENT FOR PROJECT NOS. 23-11A THROUGH 23- 11 L,/23-15 PRAIRIE ROAD NW & 23-16 ANDOVER BOULEVARD NW/2023 MILL & OVERLAY.. WHEREAS, pursuant to Resolution No. 097-22, adopted the 20th day of December . 2022 a Feasibility Report has been prepared by the City Engineer for the improvements: and WHEREAS, such report was received by the City Council on the 21 st day of February , 2023; and WHEREAS such reports declared the proposed assessments to be feasible for an estimated total project cost of $ 2,246,170.00. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover that: 1. The City Council hereby accepts the Feasibility Report for Projects 23 -11A -L. 23-15/23-16 for the improvements. 2. The Council will consider the improvements in accordance with the reports and the assessment of abutting property for all or a portion of the improvement pursuant to Minnesota Statutes Chapter 429 at an estimated total cost of the improvement of $ 2.246,170.00. 3. A public hearing shall be held on such proposed improvement on the 7th day of March . 2023 in the Council Chambers of the City Hall at 7:00 PM and the Clerk shall give mailed and published notice of such hearing and improvement as required by law. MOTION seconded by Council member and adopted by the City Council ata regular meeting this 21St day of February , 2023 , with Council members in favor of the resolution, and Council members voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — Deputy City Clerk voting ` February 2023 Feasibility Report 2023 Mill & Overlay (Various Locations) City Project Nos. 23-11(A—L) 2023 Mill & Overlay- Prairie Road NW City Project No. 23-15 (SAP 198-101-013) 2023 Mill & Overlay- Andover Boulevard NW City Project No. 23-16 (SAP 198-110-005) Prepared by. Engineering Department City of Andover 1685 Crosstown Boulevard NW Andover, MN 55304 AN16W^�� 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV February 21, 2023 Honorable Mayor and City Council City of Andover 1685 Crosstown Boulevard NW Andover, MN 55304 Re: 2023 Mill & Overlay Projects — Feasibility Report City Projects 23 -11(A -L), 23-15 & 23-16 Dear Mayor and City Council: With your authorization, we are pleased to submit this feasibility report addressing the proposed costs and estimated assessments for the 2023 Mill & Overlay projects identified throughout the City. City Project 23-11 (A -L) includes 12 different locations, City Project 23-15 includes Prairie Road from Bunker Lake Boulevard to Andover Boulevard, and City Project 23-16 includes Andover Boulevard from Crosstown Boulevard to the westerly end. The streets in these areas have been identified by City staff as ideal candidates for a mill and overlay and they are included in the City's 2023-2027 Capital Improvement Plan for a 2023 project. Improvements would include milling the existing wear course off of the roadways and paving a new bituminous surface. Also included would be replacement of a limited amount of deteriorated curb and gutter, minor storm sewer repairs, and replacing pedestrian curb ramps not meeting ADA standards. The total estimated cost of the three projects combined is $2,855,800. This estimated cost includes construction costs, contingencies, and indirect costs. Seventy-five (75%) of the total project costs for the standard street section improvements would be funded through the City's Road and Bridge fund. The City's portion of projects 23-15 and 23-16 would be reimbursed through Municipal State Aid funds. The remaining twenty-five (25%) of the costs for the standard street section improvements would be assessed to the benefiting properties in accordance with the City's Assessment Manual. Assessment rates for City Project 23 -11(A -L) were calculated based on a unit assessment as lot sizes within each project (A -L) are relatively similar. The assessment rates for City Project 23-11 vary from a low of $280 / unit (Grey Oaks) to a high of $3,250 / unit (Silver Meadows). Assessment rates for City Projects 23-15 and 23-16 were calculated based on a front footage assessment rate as lot sizes within each project are highly variable. The assessment rate for City Project 23-15 is $9.00 / FF and City Project 23-16 is $10.90 / FF. Total assessment amounts for these two projects varies from a low of $1,342 to a high of $23,462 (Andover High School proposed assessment). We recommend the City Council review this report and, if acceptable, proceed with project implementation as proposed. Sincerely, City of Andover Engineering Department David D. Berkowitz, P.E. Director of Public Works/City Engineer FEASIBILITY REPORT 2023 MILL & OVERLAY PROJECTS CITY PROJECT NOS. 23-11 (A -L), 23-15 & 23-16 CITY OF ANDOVER, MINNESOTA I hereby certify that this Feasibility Report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. CD.�p(-D. �tZ /Z) hs David D. Berkowitz, P.E. Date License No. 26757 2023 MILL & OVERLAY PROJECTS CITY PROJECT NOs. 23 -11(A -L), 23-15 & 23-16 TABLE OF CONTENTS Overview Page No 1.0 INTRODUCTION 2.0 EXISTING CONDITIONS 3.0 PROPOSED IMPROVEMENTS 4.0 RIGHT-OF-WAY / EASEMENT 5.0 PERMITS 6.0 ESTIMATED PROJECT COSTS 7.0 FUNDING/ ASSESSMENTS 8.0 PROPOSED PROJECT SCHEDULE 9.0 CONCLUSIONS & RECOMMENDATIONS APPENDIX Appendix A (Grey Oaks: CP 23-11A): Exhibit Al: Project Location / Assessed Parcels Map Exhibit A2: Preliminary Construction Cost Estimate Exhibit A3: Preliminary Assessment Worksheet Exhibit A4: Preliminary Assessment Roll Appendix B (North Valley Ridge: CP 23-11B): Exhibit B1: Project Location/ Assessed Parcels Map Exhibit B2: Preliminary Construction Cost Estimate Exhibit B3: Preliminary Assessment Worksheet Exhibit B4: Preliminary Assessment Roll Appendix C (Silver Meadows: CP 23-11C): Exhibit Cl: Project Location / Assessed Parcels Map Exhibit C2: Preliminary Construction Cost Estimate Exhibit C3: Preliminary Assessment Worksheet Exhibit C4: Preliminary Assessment Roll Appendix D (Constance Corners: CP 23-11D): Exhibit D1: Project Location/ Assessed Parcels Map Exhibit D2: Preliminary Construction Cost Estimate Exhibit D3: Preliminary Assessment Worksheet Exhibit D4: Preliminary Assessment Roll Appendix E (Miller's Woods I't & 2nd Addition: CP 23-11E): 0 9 Exhibit E1: Project Location /Assessed Parcels Map Exhibit E2: Preliminary Construction Cost Estimate Exhibit E3: Preliminary Assessment Worksheet Exhibit E4: Preliminary Assessment Roll Appendix F (Barnes Rolling Oaks 2nd Addition: CP 23-11F): Exhibit F 1: Project Location/ Assessed Parcels Map Exhibit 172: Preliminary Construction Cost Estimate Exhibit F3: Preliminary Assessment Worksheet Exhibit 174: Preliminary Assessment Roll Appendix G (Nature's Run: CP 23-11G): Exhibit Gl: Project Location / Assessed Parcels Map Exhibit G2: Preliminary Construction Cost Estimate Exhibit G3: Preliminary Assessment Worksheet Exhibit G4: Preliminary Assessment Roll Appendix H (Village at Andover Station: CP 23-1111): Exhibit Hl: Project Location / Assessed Parcels Map Exhibit H2: Preliminary Construction Cost Estimate Exhibit 113: Preliminary Assessment Worksheet Exhibit H4: Preliminary Assessment Roll Appendix I (Townhomes of Woodland Creek: CP 23-111): Exhibit Il : Project Location/ Assessed Parcels Map Exhibit I2: Preliminary Construction Cost Estimate Exhibit I3: Preliminary Assessment Worksheet Exhibit I4: Preliminary Assessment Roll Appendix J (Woodland Creek Golf Villas: CP 23-11J): Exhibit Jl: Project Location / Assessed Parcels Map Exhibit J2: Preliminary Construction Cost Estimate Exhibit J3: Preliminary Assessment Worksheet Exhibit J4: Preliminary Assessment Roll Appendix K (Kimberly Oaks: CP 23-11K): Exhibit Kl: Project Location / Assessed Parcels Map Exhibit K2: Preliminary Construction Cost Estimate Exhibit K3: Preliminary Assessment Worksheet Exhibit K4: Preliminary Assessment Roll Appendix L (Barnes Rolling Oaks, Smiths Rolling Oaks & East Neighborhood: CP 23-111): Exhibit Ll: Project Location / Assessed Parcels Map Exhibit L2: Preliminary Construction Cost Estimate Exhibit L3: Preliminary Assessment Worksheet Exhibit L4: Preliminary Assessment Roll Appendix M (Prairie Road NW: CP 23-15): Exhibit MI: Project Location / Assessed Parcels Map Exhibit M2: Preliminary Construction Cost Estimate Exhibit M3: Preliminary Assessment Worksheet Exhibit M4: Preliminary Assessment Roll Appendix N (Andover Boulevard NW: CP 23-16): Exhibit Nl : Project Location / Assessed Parcels Map Exhibit N2: Preliminary Construction Cost Estimate Exhibit N3: Preliminary Assessment Worksheet Exhibit N4: Preliminary Assessment Roll 2023 MILL & OVERLAY - 2023 MILL & OVERLAY PROJECTS CITY PROJECT NOs. 23-11 (A -L), 23-15 & 23-16 1.0 INTRODUCTION The City of Andover has implemented an annual street mill and overlay program. The intent of this program is to provide the community with a high-quality transportation system and maintain the integrity of the City's street infrastructure. This program, in conjunction with routine maintenance is intended to extend the life cycle of the community's roadway infrastructure. City staff evaluates each segment of roadway within the City every one to two years to help determine which roadways and developments are in the most need of rehabilitation and also which streets are the best candidates for a mill and overlay. A pavement management program utilizing these inspection records is maintained by the Engineering department. This program provides an analytical tool which, along with additional site inspections, review of maintenance records, and input from Public Works staff, allows us to determine the optimal schedule for mill and overlays and/or reconstruction to maximize the program benefits and reduce the amount of annual maintenance needed by our Public Works crews. The segments identified for mill and overlays are then included in the Capital Improvement Plan and approved by the City Council. When a roadway is designed, it is assumed that a structural overlay is constructed when the streets reach approximately 15 to 20 years of age. Ideal candidates for overlays are roadways not showing major structural defects, such as alligator or fatigue cracking. Once these distresses begin to show up overlays are not a viable maintenance option, with a full reconstruct the only feasible option. A mill and overlay is anticipated to extend the life of the roadways 15+ years before a full reconstruction would be considered. Wear course stripping has been a problem for roads in the City, as well as state-wide. Milling and overlaying roads with wear course striping is currently the best alternative identified for repairing and prolonging the life of these roadways. The majority of the streets included with these projects are experiencing wear course stripping and have been identified as ideal candidates for a mill and overlay. The projects would be funded through special assessments to the benefiting properties and through the Road and Bridge Fund in accordance with the City's Assessment Manual. City Projects 22-15 and 22-16 are State Aid projects, therefor the City's portion of those improvement projects would be funded by Municipal State Aid funds. Project Location Maps are attached in the Appendix as Exhibits Al through Nl. 2.0 EXISTING CONDITIONS The following plats are included within the limits of the 2023 Mill and Overlay project: Grey Oaks (C.P. 23-11A), North Valley Ridge (C.P. 23-1113), Silver Meadows (C.P. 23-11C), Constance Corners (C.P. 23-11D), Miller's Woods Is'and 2nd Additions (C.P. 23-11E), Barnes Rolling Oaks 2' Addition (C.P. 23-11F), Nature's Run (C.P. 23-11 G), Village at Andover Station (C.P. 23-1111), Townhomes of Woodland Creek (C.P. 23-11I), Woodland Creek Golf Villas (C.P. 23-11J), Kimberly Oaks (C.P. 23-11K), and Barnes Rolling Oaks / Smiths Rolling Oaks / Easterly Neighborhood (C.P. 23-11L). The streets in these areas were originally or last paved between 1999 — 2005, so they will be between 18 and 24 years old when this project would proceed, with the majority being over 20 years old. All streets in these developments have been crack sealed and seal coated. The existing pavement sections for City Projects 23-1 l(A-L) vary from 2.5"- 3" of bituminous over 4"- 5" of class 5 aggregate base, with the newer developments having the thicker pavement section. Prairie Road between Andover Boulevard and Bunker Lake Boulevard (C.P. 23-15) has been constructed and reconstructed in several phases over the years. It was last reconstructed in 2003, so the existing pavement is 20 years old. Crack sealing and seal coating have been completed since it was last reconstructed. The existing pavement section for Prairie Road is 4" of bituminous over 6" of Class 5 aggregate base. Andover Boulevard from Crosstown Boulevard to the westerly end (C.P. 23-16) was originally constructed in 2002, so the existing pavement is 21 years old. Crack sealing and seal coating have been completed since it was constructed. Andover Boulevard has an existing pavement section of 5.5" of bituminous over 6" Class 5 aggregate base. There are transverse and longitudinal cracks on all of the streets proposed to be milled and overlaid, which is common in roadways of this age. These types of distresses are typically an atmospheric effect due to expansion and contraction of the pavement. The majority of the streets in the project areas are also experiencing wear course striping, which is development of shallow potholes and deterioration of the wearing course. There are studies on-going to try to identify the reason wear course stripping is so prevalent statewide. Indications point to a combination of changes to bituminous pavement mixtures and trapping of moisture in the pavement section, potentially from seal coating. The City has eliminated seal coating of all City streets. The stripping on these streets and other areas City wide is significant and Public Works crews have been patching these segments as the extent of the wear course striping expands every year. Milling off the wear course and paving an overlay is the best mid to long-term fix to this issue currently available. There is no indication of fatigue or alligator cracking in these street segments, making them ideal candidates for a mill and overlay. Once alligator or fatigue cracking is evident the only viable maintenance option is full reconstruction of the pavement section, including reworking sections of the underlying aggregate base. With the exception of City Projects 23-11F and 23-11L, concrete curb and gutter and storm sewer were constructed in these developments to handle storm water runoff. City Projects 23-11F and 23- 11L are rural section streets with ditches that handle stormwater runoff. These projects are located within both the Coon Creek Watershed District and Lower Rum River Watershed Management Organization. 3.0 PROPOSED IMPROVEMENTS Roadway improvements The proposed improvements for this project will consist of milling the existing wearing course off of the roadways to remove the pavement that is stripping and a new bituminous surface will be paved. For C.P. 23-11 (A -L), streets with an existing bituminous depth of 2.5" will generally have 2 I "+/- milled off and a 1.5"+/- overlay placed. Milling at the edge of the curb will be slightly thicker to accommodate the 1.5" overlay. This would result in approximately 3" of total bituminous, matching the current standard City section. Streets with 3" of existing bituminous will have 1.5"+1- milled off (typical wearing course depth) and receive a 1.75"+/- overlay. The overlays are slightly thicker than the milled off surface depth to achieve a 3" bituminous section, and to ensure that if minor settlement takes place, the wear course doesn't end up below the lip of the gutter which results in drainage issues along the roadways. For both C.P. 23-15 (Prairie Road) and C.P 23-16 (Andover Boulevard), the existing wear course thickness being milled off is 2" +/-. These segments will receive a 2.25"+/- overlay. There is no increase in proposed impervious area with any of these projects. The curb and gutter is generally in acceptable condition for these projects, with some areas requiring spot curb replacement or joint patching. Settlements of curb and gutter is evident at multiple catch basin locations. The curb and gutter will be replaced in these areas. When a full reconstruction is warranted in 15+ years, it is likely that the majority of the concrete curb and gutter in most of these areas will need to be replaced. Concrete pedestrian curb ramps that have been identified as non-compliant in the City's ADA Transition Plan will be replaced to meet current standards within these projects. Maintenance will be completed on catch basins to re -grout concrete adjusting rings and filling in shallow sumps, except for the last structure prior to discharging into a pond or wetland. Small catch basin sumps have been shown to hold small amounts of water and the freeze / thaw cycle deteriorates the grout around pipes, leading to premature leaking and potential sink holes around structures. Water Main Improvements The City has experienced water main breaks in systems installed prior to the year 2000. With the exception of some water main along Prairie Road, the water main systems in the remainder of the projects was installed after 2000. Most of the issues the City has experienced with water main breaks has been traced back to deterioration of the bolts on the bonnet, or top, of water valves. Public Works crews have identified one water main valve that needs bolt replacement within these projects (several others were previously completed when there were water main breaks). The identified gate valve in Prairie Road will be exposed and existing bolts replaced with stainless steel bolts. This will reduce the potential of future water main breaks and the need for more costly emergency repairs and water main shutdowns. 4.0 RIGHT -OF WAY / EASEMENT All work will take place within the existing right of way and drainage and utility easements. 5.0 PERMITS The City of Andover Engineering Department will obtain any necessary permits for the project. A permit may be required from the Coon Creek Watershed District based upon the scope of the work, 3 however, mill and overlay projects are exempt from permit requirements except for erosion control. A permit will be required from the Anoka County Highway Department for work within their right of way where the projects intersect with County roads. No other permits are anticipated. 6.0 ESTIMATED PROJECT COSTS The total construction cost estimate is $2,325,500. The total estimated project costs are $2,855,800. This estimated cost includes construction costs, contingencies (10%), and indirect costs. These costs are estimated based upon preliminary design. The final cost will be based upon final design, actual work completed by the contractor, and unit bid prices for the project. Detailed Preliminary Cost Estimates for each project are included in the Appendix as Exhibits A2 through N2. The table in Section 7 provides a summary of the estimated costs for each project. 7.0 FUNDING/ ASSESSMENTS The projects are proposed to be funded through a combination of special assessments and City funds. In accordance with the City's Assessment Manual, twenty-five percent (25%) of the total project costs associated with the standard street section overlay would be assessed to the benefiting properties or those properties fronting along or addressed along the roadways being improved. The remaining seventy-five percent (75%) of the project costs will be funded through the City's Road and Bridge Fund. The standard street section is considered as a maximum of 33' wide from back of curb to back of curb, and 3" of bituminous over 5" of class 5. A standard street section mill and overlay would be considered as milling a maximum of 1.5" and overlaying a maximum of 1.75". Anything above these thresholds is exempt from the assessment calculations and is included as a City cost. All costs associated with water main gate valve repairs would be funded through the Trunk Water Fund. The Andover Assessment Manual lists four methods for assessments. They are: area, unit, front footage (short side) and variable costs. For City Projects 23-11 (A -L), the per unit method would be used to assess each property for their individual benefit as the lots within the developments are relatively equal in size. To calculate the rate per unit, twenty-five percent (25%) of the total project costs associated with the standard street section mill and overlay would be divided by the number of parcels within the developments which front or access the proposed improvements. Also included would be potential lots, or larger parcels that front the improvements that have the potential to be subdivided. There is one potentially subdividable parcel within the proj ect limits of C.P. 23-11 L. PID 25-32-24-24-0001 located north of 140h Lane and east of Prairie Road is proposed to be assessed for 2 units, 1 for the existing parcel, and 1 for a potential parcel fronting 146`h Lane NW if the lot was subdivided. City parks located within the project limits will be assessed similar to residential properties and are included as a City cost. Due to the large variation in lot sizes as well as long stretches with no parcels fronting the roadways, City Projects 23-15 (Prairie Road NW) and 23-16 (Andover Boulevard NW) are proposed to be assessed based upon the front footage method. For each of these projects, estimated quantities exceeding the standard street section were excluded from the 25% assessable amount. This 25% assessable amount was divided by the total length of the projects times two (two sides of M the street) to determine an estimated assessment rate per front foot. This estimated front footage rate was multiplied by the front footage of each parcel fronting the improvements to determine the estimated assessment amount. For parcels partially or fully within the flood plain of Coon Creek, front footage lengths were reduced by subtracting the front footage within the floodplain boundary as this is not considered buildable. Utilizing a front footage assessment method results in variable assessment amounts per parcel. The following table depicts the estimated costs and funding sources associated with the projects. ESTIMATED PROJECT COSTS / FUNDING SOURCES GRAND TOTAL $2,325,500.00 1 $2,855,800.00 $596,930.00 $2,246,170.00 1 $12,700.00 675 5 Est. City Estimated Costs - Estimated Estimated Estimated Estimated City Costs- Trunk Construction Total Project Assess. I Assessable Road & Water # of Project # I Name Cost Cost Unit Costs Bridge Fund Fund Units 23-11A Grey Oaks $261,300.00 $319,300.00 $280.00 $81,760.00 $237,540.00 $0.00 292 23-11B North Valley Ride $89,200.00 $111,000.00 $1,270.00 $27,940.00 $83,060.00 $0.00 22 23-11C Silver Meadows $83,700.00 $103,900.00 $3,250.00 $26,000.00 $77,900.00 $0.00 8 23-11D Constance Corners $125,000.00 $154,800.00 $930.00 $39,060.00 $115,740.00 $0.00 42 Miller's Woods 1 st & 2nd 23-IIE Add. $123,600.00 $153,300.00 $990.00 $37,620.00 $115,680.00 $0.00 39 Barnes Rolling Oaks 2nd 23-11F Add. $338,800.00 $410,200.00 $2,700.00 $99,900.00 $310,300.00 $0.00 38 23-11G Nature's Run $93,000.00 $115,500.00 $540.00 $29,160.00 $86,340.00 $0.00 54 23-11H Village at Andover Station $62,200.00 $77,600.00 $260.00 $19,500.00 $58,100.00 $0.00 75 Townhomes of Woodland 23-111 Creek $58,000.00 $73,200.00 $1,020.00 $18,360.00 $54,840.00 $0.00 18 23-11J Woodland Creek Golf Villas $43,000.00 $54,600.00 $1,250.00 $13,750.00 $40,850.00 $0.00 11 23-11K I Kimberly Oaks $105,500.00 1 $130,000.00 $2,710.00 $32,520.00 $97,480.00 $0.00 12 23-11L Barnes Roll. Oaks, Smiths $392,600.00 1 $474,100.00 $2,420.00 $116,160.00 $357,940.00 $0.00 49 Roll. Oaks & East Area TOTAL $1,775,900.00 1 $2,177,500.00 1 i $541,730.00 1 $1,635,770.00 $0.00 1 660 GRAND TOTAL $2,325,500.00 1 $2,855,800.00 $596,930.00 $2,246,170.00 1 $12,700.00 675 5 Est, City Estimated Costs - Estimated Estimated Estimated Estimated City Costs - Trunk Construction Total Project Assess/ Assessable Road & Water # of Project # I Name Cost Cost FF Costs Brid a Fund Fund Units 23-15 Prairie Road NW $310,300.00 $382,300.00 $9.00 $25,600.00 $344,000.00 $12,700.00 10 23-16 Andover Boulevard NW 1 239,300.00 1 $296,000.00 $10.90 1 $29,600.00 1 $266,400.00 1 $0.00 1 5 GRAND TOTAL $2,325,500.00 1 $2,855,800.00 $596,930.00 $2,246,170.00 1 $12,700.00 675 5 A detailed Preliminary Assessment Worksheet is included in the Appendix for each project as Exhibits A3 through N3. The Preliminary Assessment Roll is included in the Appendix for each project as Exhibits A4 through N4. 8.0 PROPOSED PROJECT SCHEDULE For projects that include special assessments, the City is required to follow the process outlined in Minnesota Statutes Chapter 429. If the project is initiated by the City Council, the project schedule would be as follows: City Council orders feasibility report 12/20/22 City Council receives feasibility report / Orders Public Hearing 2/21/23 Hold Public Hearing / Authorize plans and specs 3/7/23 City Council approves plans and specifications and authorizes 3/21/23 Advertisement for Bids Advertise in the Anoka Union and Quest CDN 3/24 — 3/31/23 Receive bids 4/14/23 City Council awards contract 4/18/22 Contractor begins construction 6/5/23 Project Substantially Complete 8/18/23 Project Final Completion 9/1/23 9.0 CONCLUSIONS & RECOMMENDATIONS 9.1 Conclusions 9.1.1 As a result of this study, we conclude that: The streets in these developments are ideal candidates for a mill and overlay are identified in the City's 2023 — 2027 Capital Improvement Plan for 2023 construction. 9.1.2 The total estimated project cost for the proposed improvements is $2,855,800. These estimated costs include construction costs, contingencies, and indirect costs. 9.1.3 The estimated assessment amount for residential properties fronting the improvements ranges from $280 / unit to $3,250 / unit for City Projects 23- 11(A -L), and assessments amounts range from $1,341.90 to $23,462.25 per parcel for City Projects 23-15 and 23-16. 9.1.4 The project is necessary, cost-effective, and feasible from an engineering perspective. The City Council shall determine the economic feasibility. 9.2 Recommendations 9.2.1 The City Council reviews this report in detail. 9.2.2 A public hearing shall be held by the City Council to determine if the project is to be carried forward as presented. 7 Appendix A (Grey Oaks: CP 23-11A): Exhibit Al: Project Location / Assessed Parcels Map Exhibit A2: Preliminary Construction Cost Estimate Exhibit A3: Preliminary Assessment Worksheet Exhibit A4: Preliminary Assessment Roll 2023 Mill & Overlays - Grey Oaks City Project: 23-11A PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 23 -IIA Notes: 1. Regardless of typer dawn ion of cam. Includes sawwt Of cum. Excavation and off-site disposal of materiel bound caro necessary for removal and replacement of orb and gutter incidents 2 Regardless of depth. 3. Includes salvage and reinstall of existing mailbox, and temporary placement of mailbox in named at each existing location during construction. 4 For excavation adjacent to ped ramp improvements If necessary. Include disposing excess material off-site if not suitable for am backfill. Sod chunks shell not be used as backfill. 5 Removal of existing crack fill material from curb/ pavement edge is incidental to this item prior to paving. Mill off entre wearing course. Dispose of millings off-site. 6. For valves not being exposed for repairs. Adjust valve box tap to grade_ Item to be used if existing valve box top ran be adjusted 7 Item to be used if existing valve box top is rusted shut and not adjustable. Remove existing valve box top and F81 new valve box top. Adjust to grade. 5. Includes excavate, salvagefreplacelcompact material (granular) to expose gale valve box. S. Includes changing all existing bolts on Me bonnet if not stainless steel with stainless steel bolts, 7. Use if existing valve box is broken or not salvageable (Includes removal of existing valve box) or if More is no existing gate valve adaptor. 8 Based upon number or irrigation heads removed / replaced. Item shall include all Items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and r W pre -protect cnndigon or better Work shall be performed by a licensed Irrigation contractor Contractor shall make every effort to protect all systems, impact systema only if absolutely no 9. Item includes plating structure, new concrete adjusting rings and In"Ifield or Gator Map (sanitary sewer) or wrap rings with gedtextile fabric and concrete collar (storm sower) 10. For use if salvaged structure breaks or Is unuseable. I i. Item includes new concrete adjusting dries and Infi-Shield or Gator Wrap (sanitary sewer) orwrap rings with geotsfible fabnc and concrete collar (stare sewer). 12. Protect casing, touch up mud on existing concrete adjustment rings inside struclure. 13. Item shall include touching up all dog/wuses within a structure. The "Each" item refers to each structure regardless of Me number of doghouses In me structure. 14. Item shall include filling sump with red -mix , pouring invert, and construding benches up to 1r3 of pipe diameter. Item includes touching up doghouses as necessary. 15 For pedestrian curb ramps. 16 Clean joint and patch with 31,118 compound, Averege point 3" wide x 1"deep. Item for all joints, regardless of actual depttWodth Locabons to be determined In me field by me engineer. 17 Straw or wood fiber blanket is an acceptable alternative. NeBing material shall be jute netting. 16. Only m be used 8 requested by engineer prior to or during site restoration. 19. Applicaton rete of 2,500 to I acre minimum. Apply on all areas without erosion control blanket or sod, 20 Contractor shall install temporary protective covens, for existing poly preform crosswalks, stop bars and tum arrows Damage to exist markings shall be replaced lo -kind with no additi EXHIBIT A2 TOTAL ESTIMATED PROJECT OUANTVES ESTIMATED STREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT ESL DUAN. UNIT PRICE AMOUNT EST. DUAN. ACT. QUAN. AMOUNT 1 2021501 Moblhzatlon LS 1001 517,5000 $11500.0 1001$17,500 2 2104.502 Salvage CastinStorm EA 5 $200.00 51000.0 5 $1000.0 1 3 2104.503 Remove Curb B Gutter LF 3901 SB.501 $3315. 390 S33150 4 2104503 SminQ Concrete Pavement Full Depth) IF 201 S&WI S100'a 20 5100.0 5 2104.503 Sawing Bit Pavement Full Depth) LF 4501 $2.501 S1.125.iU 450 $1125.0 2 6 2104.518 Remove Concrete Pavement SF 235 2.75 58482 235 $646.2 2 ] 2104518 Remove Bituminous Pavement SF 1010 5100 S1010. 11110 $1010. 3 8 2104.602 Salva a and Reinstall Mailbox EA 51 5175.00 $875. 5 $875. 4 9 2105.607 Common Excavation E CY 10 $40.00 $400.0 105400. 10 221 l.tKill Acamoluate Base Class TN 25 530,00 $750. 25 $750. 5 11 2232.504 Mill Bituminous Surface I" SY 15350 $1.25 $19187. 15350 $19187.5 121 2357.506 Bituminous Material For Tack Coat Gal 1060 $3.50 $3780. 1.08 1 $3780.0 13 2360.509 TypeSP 9.5 Washing Course Mix (22) TN 1340 $79.00 $105860. 1340 $105860. 14 2360509 Type SP 9.5 Bit Mixture for Patchi 28 - Driveways & Trails TN 10 $120,00 $1200. 10 $1200.0 15 2360509 Type SP 12.5 Bit Mixture for Patchin (2 3) TN 20 $130.00 $2,600,0 20 S2,6000 6 16 2504.602 August Valve Box EA 15 $300.00 54500.0 15 $45000 7 17 2504.602 Adjust Valva Box - F81 New Valve Box Top EA 10 $550.00 $5500 10 $5,5000 8 IS 2504.602 Ini ationS stem Modifications EA 20 S60.00 $1600.0 20 $1600.0 9 19 2506.502 Adust Frame B Ring Coming - Banker, EA 18 $600.00 510800.0 /8 §10.8000 10.11 20 2506502 Castro Assembly -Storm EA 2 $800.00 $1600. 2 $1600. 11 21 250!3.502 Install Castin -Storm EA 5 5300.00 51500.0 5 gi 600.0 12 22 250!3.602 Mud ExisMq Coating Rings FA 6 §225.00 $1350. 6 $13500 13 23 2506.602 Mud D house EA 2 §350. $700. 2 $700.00 14 24 2506.607 Fill Catch Basin Sum Pour Invert CY 14 S85000 $9100. 14 $91000 15 25 2521.6186"Concrete Walk - Serial SF 320 §16.00 $5120. 320 S51200 26 2531.503 Concrete Cum and Gutter Surmountable LF 360 530.00 510800. 360 $10,600. 27 2531.503 Concrete Cum and Guitar Design Set 8 LF 30 530.00 5900. 30 $900.0 28 25315046"Concrete Ddvewe Pavement SY 30 $90.00 52700. 30 52]00.0 16 29 2531.602 Clean it Patch Coro. Cum 8 Gutter Joint EA 50 $50.00 S2,500.001 50 $25000 30 2531.618 Truncated! Domes SF 20 $50,001 $1,000.ODI 20 $1000.0 31 1 2563.601 Traffic Control LS 1,00 $3500.0 $3.15M.001 1.00 $3503. 32 2573.502 Sloan Drain Inlet Protection EAg25S&oO $170, $3080. 18 $3060. 33 2573.603 Secilment Control L T Wood Chip LF S5.00 $500. 100 $500.0 34 2574.60] Loam Topsoil Borrow L CY550.00 $2000. 40 §20000 35 2574.508 Fertilizer Type 1 LB$1000 $20.00 2 52000 36 2575504 SoddingType Lawn SY $3000 53300. 110 §33000 17 37 2575.504 Rolled Erosion Prevention Category 20 SY 5800 $320. 40 $320.0 18 38 2575.605 Weeds re in AC $1000.00 $50.00 0.05 550.00 39 2575505 Seed) AC$5,000.0 $50.00 0.01 $50.00 40 2575508 Seal Mixture 25-151 LB$1000 $20.00 2 52000 19 41 2575.508 H tlreullc Mulch MaVlz LBS500 $125. 25 5125. 20 42 2581.601 Prated PolyPreform Pavement Martins LSSt 500.0 St 500. 1 $1 500.093 2582.6034" Solid Line Paint LF50.50 $230. 460 $230. 2582.50318" Solid Lina Paint -Mite LF$3.00 $270. 90 527045 2582.5034" Double Solitl Line Paint -Yellow LF$100 $300.00 300046 2582518 Pavement Messa ePaint s ma SF$3.00 ons c on §3,270. S237 500. 1.090 $3.2]0. 10Y. Conon enc $23,800.0 $23,800. Total Estimated Project Cos 5261,300. 5261,300.0 C.P. 23 -IIA Notes: 1. Regardless of typer dawn ion of cam. Includes sawwt Of cum. Excavation and off-site disposal of materiel bound caro necessary for removal and replacement of orb and gutter incidents 2 Regardless of depth. 3. Includes salvage and reinstall of existing mailbox, and temporary placement of mailbox in named at each existing location during construction. 4 For excavation adjacent to ped ramp improvements If necessary. Include disposing excess material off-site if not suitable for am backfill. Sod chunks shell not be used as backfill. 5 Removal of existing crack fill material from curb/ pavement edge is incidental to this item prior to paving. Mill off entre wearing course. Dispose of millings off-site. 6. For valves not being exposed for repairs. Adjust valve box tap to grade_ Item to be used if existing valve box top ran be adjusted 7 Item to be used if existing valve box top is rusted shut and not adjustable. Remove existing valve box top and F81 new valve box top. Adjust to grade. 5. Includes excavate, salvagefreplacelcompact material (granular) to expose gale valve box. S. Includes changing all existing bolts on Me bonnet if not stainless steel with stainless steel bolts, 7. Use if existing valve box is broken or not salvageable (Includes removal of existing valve box) or if More is no existing gate valve adaptor. 8 Based upon number or irrigation heads removed / replaced. Item shall include all Items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and r W pre -protect cnndigon or better Work shall be performed by a licensed Irrigation contractor Contractor shall make every effort to protect all systems, impact systema only if absolutely no 9. Item includes plating structure, new concrete adjusting rings and In"Ifield or Gator Map (sanitary sewer) or wrap rings with gedtextile fabric and concrete collar (storm sower) 10. For use if salvaged structure breaks or Is unuseable. I i. Item includes new concrete adjusting dries and Infi-Shield or Gator Wrap (sanitary sewer) orwrap rings with geotsfible fabnc and concrete collar (stare sewer). 12. Protect casing, touch up mud on existing concrete adjustment rings inside struclure. 13. Item shall include touching up all dog/wuses within a structure. The "Each" item refers to each structure regardless of Me number of doghouses In me structure. 14. Item shall include filling sump with red -mix , pouring invert, and construding benches up to 1r3 of pipe diameter. Item includes touching up doghouses as necessary. 15 For pedestrian curb ramps. 16 Clean joint and patch with 31,118 compound, Averege point 3" wide x 1"deep. Item for all joints, regardless of actual depttWodth Locabons to be determined In me field by me engineer. 17 Straw or wood fiber blanket is an acceptable alternative. NeBing material shall be jute netting. 16. Only m be used 8 requested by engineer prior to or during site restoration. 19. Applicaton rete of 2,500 to I acre minimum. Apply on all areas without erosion control blanket or sod, 20 Contractor shall install temporary protective covens, for existing poly preform crosswalks, stop bars and tum arrows Damage to exist markings shall be replaced lo -kind with no additi EXHIBIT A2 Project Name Project No. : Feasibility Report Contract Award Actual Construction Cost PRELIMINARY ANDOVER ASSESSMENT WORKSHEET 2023 Mill & Overlay - Grey Oaks C.P. 23-11 A Date: 2/21/2023 Date: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1 % of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Const. Amount: $261,300.00 Amount: Amount: Feasibilitv Amount $ 36,600.00 $ 7,840.00 $ 2,610.00 $ 200.00 $ 250.00 $ 2,200.00 $ 2,700.00 $ 5,620.00 $ 58,000.00 22.196709% Amount: $ 319,300.00 Construction Street Related Costs $ 261,300.00 Street Related Indirect Costs $ 58,000.00 Street Related Total Project Costs $ 319,300.00 Assessable Street Costs (25%) $ 79,800.00 City Street Costs (75%) $ 239,500.00 Feasibility Assessment Rate Per Unit $ 79,800.00 / 292 Units= Bid Price Assessment Rate Per Unit $ - / 292 Units= Actual Assessment Rate Per Unit 23-11A Funding Summary Estimated Assessable Costs S 81,760.00 Estimated City Costs - Road and Bridge Fund $ 237,540.00 Total Estimated Project Costs $ 319,300.00 Note: Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. 1292 Units= 280.00 EXHIBIT A3 2023 MITI & Overlay - Grey Oaks: Preliminary Assessment Roll - City of Andover (City Project 23-11A) RESIDENTIAL PROPERTIES PID# Owner Name Property Address Plat Owner Address City State Zip Cede Units Estimated Assessment Acwal Assessment 223224110037 SUTTERER EMILY 1756155TH LN NW GREY OAKS SECOND ADDITION 1756155TH LN NW ANDOVER MN 55304 1 S 280.00 $ 223224110038 PATROW, RICHARD G 1742155TH LN NW GREY OAKS SECOND ADDITION 1742155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ - 223224110039 BROWN MICHAEL RAY 1732155TH IN NW GREY OAKS SECOND ADDITION _ 9426 ISLAND RD BISMARCK NO 58503 1 $ 280.00 $ 223224110040 DONAHUE. TYLER 15522 HUMMINGBIRD ST NW GREY OAKS SECOND ADDITION 15522 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 280.00 $ 223224110045 BOESEN, JOHN 15600 HUMMINGBIRD ST NW GREY OAKS FOURTH ADDITION 15600 HUMMINGBIRD STNW ANDOVER MN 55304 1 $ 280.00 $ 223224110046 HOLBROOK, KIM 15612 HUMMINGBIRD ST NW GREY OAKS FOURTH ADDITION 15612 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 260.00 $ - 223224110047 MONAHAN, KATHLEEN 15624 HUMMINGBIRD ST NW GREY OAKS FOURTH ADDITION 15624 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 280.00 $ 223224110048 COLBORN, PATRICIA 1730156TH IN NW GREY OAKS FOURTH ADDITION 1730156TH IN NW ANDOVER MN 55304 1 $ 280.00 $ - 223224110049 JUNG,JUDITHA 1738156TH LN NW GREY OAKS FOURTH ADDITION 1738156TH LN NW ANDOVER MN 55304 1 $ 280.00 S 223224110050 SCHWANKE, THOMAS K 1744156TH LN NW GREY OAKS FOURTH ADDITION 1744156TH LN NW ANDOVER MN 55304 1 S 280.00 $ - 22322411D051 WAHLSTROM, LISA ANNE 1754156TH LN NW GREY OAKS FOURTH ADDITION 1754156TH LN NW ANDOVER MN 55304 1 $ 280.00 S 223224110053 STROM,MARY 1785155TH LN NW GREY OAKS FOURTH ADDITION 1785155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224110054 KLEMA, GERALD L 1791 155TH LN NW GREY OAKS FOURTH ADDITION 1791 155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224110055 KNIGHT, VALERIE 1799155TH LN NW GREY OAKS FOURTH ADDITION 1799155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120067 WARD KRISTINA 1844155TH LN NW CIC NO 78 GREY OAKS 1844155TH LN NW ANDOVER MN 55304 1 S 280.00 S - 223224120068 THOLE LAURIE 1850155TH LN NW CIC NO 78 GREY OAKS 1850155TH LN NW ANDOVER MN 55304 1 If 280.00 $ 223224120069 PUTZ, KIMBERLY 1856155TH LN NW CIC NO 78 GREY OAKS 1856155TH LN NW ANDOVER I MN 1 55304 1 is 280.00 1 $ 223224120070 IQUIGLEY. LISA 1862159H IN NW CIC NO 78 GREY OAKS 1862155TH IN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120071 OHDE TRUSTEE, SHARON L 1868155TH LN NW CIC NO 78 GREY OAKS 1860155TH LN NW ANDOVER MN 55304 1 $ 280.00 S 223224120072 HANSON, CHRIS 1874155TH IN NW CIC NO 78 GREY OAKS 16828 JENKINS CIR NE HAM LAKE MN 55304 1 $ 280.00 S 2232241201173 LOCKWOOD CHERYL 188D IS51H LN NW CIC NO 78 GREY OAKS 1880155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120074 GUTZWILLER, BRENDA 1886155TH LN NW CIC NO 78 GREY OARS 1886155TH LN NW ANDOVER MN 55304 1 $ 200.00 $ 223224120017 ROLLER, CAROL 15612 LINNET ST NW CIC NO 78 GREY OAKS 15612 LINNET ST NW ANDOVER MN 55304 1 $ 280.00 S 223224120078 TRUDEAU DONALD 15618LINNETSTNW CICN078GREYOAKS 15618 LINNET ST NW ANDOVER MN 55304 1 $ 280.00 $ 22322412DD79 TORGERSON THOMAS A It DIANE M 1938156TH LN NW CIC NO 78 GREY OAKS 1938156TH LN NW ANDOVER MN 55304 1 S 280.00 $ 223224120000 BANKEN, THOMAS L 1948156TH LN NW CIC NO 78 GREY OAKS 1948156TH LN NW ANDOVER MN 55304 1 $ 280.00 $ - 223224120081 BRODIN, DENNIS R AS TRUSTEE 1958156TH LN NW CIC NO 78 GREY OAKS 1958156TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120082 SEWALD, RONALD 1968156TH IN NW CIC NO 78 GREY OAKS 19M 156TH LN NW ANDOVER MN $5304 1 S 280.00 $ 223224120084 AMENRUD, NANCY 1817156TH LN NW CIC NO 78 GREY OAKS 1817156TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120085 CORBETT SARAH 1823156TH IN NW CIC NO 78 GREY OAKS 1823156TH LN NW ANDOVER MN 55304 1 $ 280.00 $ - 223224120086 NELSON, STEVEN JOHN 1829156TH IN NW CIC NO 78 GREY OAKS 1829156TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120087 TANK, MARY L 1835156TH LN NW CIC NO 78 GREY OAKS 1835156TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120088 FIELDS, ARTHUR W 1841 156TH LN NW CIC NO 78 GREY OAKS ISO 156TH LN NW ANDOVER AN 55304 1 $ 280.00 $ - 223224120089 ALEXANDER, DENNIS 1847156TH LN NW CIC NO 78 GREY OAKS 1847156TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120090 BURNS, WiINAA 1853156TH LN NW CIC NO 78 GREY OAKS 1853156TH LN NW ANDOVER MN 55304 1 $ 280.00 S - 223224120091 IKORLUKA. MICHAEL 1859156TH LN NW CIC NO 78 GREY OAKS 1859156TH LN NW ANDOVER MN 55304 1 S 280.00 S 223224120092 REDDING, DEBORAH L 1865155TH LN NW CIC NO 78 GREY OAKS 1865156TH LN NW ANDOVER MN 55304 1 $ 280.00 S 223224120093 BAKER. MARCIA 1871156TH IN NW CIC NO 78 GREY OAKS 1871156TH LN NW ANDOVER MN 55304 1 S 280.00 $ 223224120094 OBLANOER. LORENA M 1877156TH LN NW CIC NO 78 GREY OAKS 13935231ST LANE NE REDMOND WA 98053 1 S 280.00 $ 22322412OD95 THOLKES, JOHN R 1883156TH LN NW CIC NO 78 GREY OAKS 1883156TH LN NW ANDOVER MN 55304 1 $ 28000 S 223224120096 ESPESETH, KENT M 1889156TH LN NW CIC N0 78 GREY OAKS 1889156TH LN NW ANDOVER MN 55304 1 $ 280.00 S - 223224120097 MCHAHON, MONICA THERESE 1895156TH LN NW CIC N078 GREY OAKS 1895156TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120098 OLSON TRUSTEE KARAN KAY 19D1 156TH LN NW CIC NO 78 GREY OAKS 11901156TH LN NW ANDOVER MN 55304 1 $ 28000 $ 223224120099 PETERSON. KAREN 119D7156TH LN NW ICIC NO 78 GREYOAKS 11907156TH LN NW ANDOVER MN 55304 1 1 $ 280.00 $ EXHIBIT A4 223224120100 223224120101 223224120102 223224120107 223224120110 223224120111 223224120112 223224120113 223224120115 223224120116 223224120117 223224120118 223224120119 223224120120 223224120121 223224120122 223224120123 223224120124 TRUSTEE, CAROLYN D RICHARD A 8 JENEVA M LA, LOIS M (E JEFFREY N TAMES JOSEPH PEGGY .R TRUSTEE PAULA KARIJ KARENAGNES 223224120129 SOLYST, BARBARA 223224120130 MEIER, DEANA 223224120131 APPL, GARY 223224120132 GIBSON TRUSTEE, COLLEEN R 223224120133 REDDEN, GREGG K 223224120134 CONDON, KATHLEEN 223224120135 HALEY, LYLE P TRUSTEE 223224120136 GERRETY, MARY E 223224120137 LEMKE,JOANNE 223224120138 BECK TRUSTEE, JANET 223224120139 CLEVELAND, MARSHA 223224120140 ANDERSON FRANCES L 223224120141 MURPHY DOUGLAS 223224120142 MANGER TRUSTEE LINDA 223224120143 REDMAN TRUSTEE. DAVID E 223224120146 KNOTT,GLORIAM _ 223224120147 MONTROY TRUSTEE, VERNONJ 223224120148 IHAVELAK. RONALD EXHIBIT A4 156TH LN NW CIC NO 78 GREY OAKS 11913156TH LN NW 156TH LN NW CIC NO 78 GREY OAKS 1919156TH LN NW 156TH LN NW CIC NO 78 GREY OAKS 1925156TH LN NW 156TH LN NW CIC NO 78 GREY OAKS 1931156TH LN NW 156TH LN NW CICN078GREYOAKS 1937156THLNNW 156TH LN NW CIC NO 78 GREY OAKS 1943156TH LN NW LINNET ST NW 15550 LINNET ST NW #107 15550 LINNET ST NW #108 15550 LINNET ST NW #109 15550 LINNET ST NW #110 15550 LINNET ST NW #111 15550 LINNET ST NW #201 15550 LINNET ST NW #202 15550 LINNET ST NW #203 15550 LINNET ST NW #204 15550 LINNET ST NW #205 15550 LINNET ST NW #207 15550 LINNET ST NW #208 15550 LINNET ST NW #209 15550 LINNET ST NW #210 15550 LINNET ST NW #211 15550 LINNET ST NW #301 15550 LINNET ST NW #302 15550 LINNET ST NW #303 15550 LINNET ST NW 9304 15550 LINNET ST NW #305 15550 LINNET ST NW #307 NO 78 GREY OAKS 15599 LINNET ST NW NO 78 GREY OAKS 15605 LINNET ST NW NO 78 GREY OAKS 15611 LINNET ST NW NO 78 GREY OAKS 15617 LINNET ST NW NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-101 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-102 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW#103 NO 310 GREY OAKS AT ANDOVER ESTATES 2020134TH LN NW NO 310 GREY OAKS AT ANDOVER ESTATES 9225 BELLEZA WAY UNIT 203 NO 310 GREY OAKS AT ANDOVER ESTATES 3562168TH LN NW NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST#108 NW NO 310 GREY OAKS AT ANDOVER ESTATES 23635 GLORY TRL NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST#110 NW N0310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST #201 NW NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-202 NO 310 GREY OAKS AT ANDOVER ESTATES 1494158TH LN NW NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW#204 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-205 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST #207 NW NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT 208 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-209 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST MN UNIT I-210 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-211 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-301 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-302 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-303 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT 304 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT 305 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW #307 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT 308 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-309 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-310 NO 310 GREY OAKS AT ANDOVER ESTATES 15550 LINNET ST NW UNIT I-311 NO 310 GREY OAKS AT ANDOVER ESTATES 21712 LOCH HAVEN PASS NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-102 NO 310 GREY OAKS AT ANDOVER ESTATES 520 NORTHFIELD LN NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-104 NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-105 NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-107 Zip Estimated Actual city State Code Units Assessment Assessment ANDOVER MN 55304 1 $ 280.00 $ - ANDOVER MN 55304 1 $ 280.00 3 ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 '1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER AN 55304 1 $ 280.00 $ ANDOVER AN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ - ANDOVER MN 55304 1 $ 280.00 1 $ FORT MYERS FL 33908 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ PARK RAPIDS MN 56470 1 $ 280.00 $ ANDOVER MN 55304 1 $ 28000 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 1 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ - ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ - ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ - ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ - ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ - ANDOVER MN 55304 1 $ 280.00 $ LEESBURG FL 34748 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ HE VILLAGES FL 32162 1 $ 280.00 $ ANDOVER MN 55304 1 $ 280.00 $ ANDOVER MN 55304 1 $ 28000 $ - ANDOVER MN 55304 1 $ 280.00 $ - PID # Owner Name erty Address Plat Owner Address City State Zip Code Units Estimated Assessment Actual Assessment 223224120151 THOMSEN, FRED T ST NW#2-108 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-108 ANDOVER MN 55304 1 $ 280.00 $ 223224120152 KUTCHES, IOWELLT ETSTNW#2-109 t CIC N0370 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-709 ANDOVER MN 55304 1 $ 280.00 $ 223224120153 NORRIE, HELGAT ET ST NW#2-110 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-110 ANDOVER MN 55304 1 $ 280.00 $ 223224120154 CURTIS, MITCHELL H ET ST NW#2-111 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 904142ND AVE NW ANDOVER MN 55304 1 $ 280.00 $ 223224120155 SCHULTZ BARBARA ET ST NW#2-201 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-201 ANDOVER MN 55304 1 $ 2BD.00 S223224120156 HAAG TRUSTEE, TIMOTHY J ET ST NW #2-202 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 5901 NICOLLET AVE S MINNEAPOLIS MN 55419 1 $ 280.00 $ 223224120157 IBOHM,BARBARAJ 115570 LINNET ST NW #2-203 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-203 ANDOVER I MN 55304 1 $ 280.00 $ 223224120158 CHOROMANSKI, BRUCE 15570 LINNET ST NW #2-204 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-204 ANDOVER MN 55304 1 S 280.00 $ 223224120159 ZUNKER PHYLLISA 15570 LINNET ST NW #2.205 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-205 ANDOVER MN 55304 1 $ 280.00 $ - 223224120160 CASWELL JAN 15570 LINNET ST NW #2-207 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-207 ANDOVER MN 55304 1 $ 280.00 $ - 223224120161 DAME,CHERYL 15570 LINNET ST NW #2-208 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-208 ANDOVER MN 55304 1 $ 280.00 S - 223224120162 HAAG,TIMOTHYJ 15570 LINNET ST INN #2-209 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 5901 NICOLLET AVE S MINNEAPOLIS MN 55419 1 $ 280.00 $ - 223224120163 JOKINEN, ADELEM 15570 LINNET ST NW #2.210 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-210 ANDOVER MN 55304 1 $ 280.00 $ 223224120164 BARILLA, COLLEEN 15570 LINNET ST NW#2-211 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-211 ANDOVER MN 55304 1 $ 280.00 S 223224120165 UNDBLOOM TRUSTEE, PAUL 15570 LINNET ST NW #2-301 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 301 ANDOVER MN 55304 1 $ 280.00 S 223224120166 HAAG, TIMOTHY 15570 LINNET ST NW #2-302 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 5901 NICOLLET AVE S MINNEAPOLIS MN 55419 1 $ 280.00 $ 223224120167 BITTMAN, KATHLEEN E 15570 LINNET ST NW #2-303 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-303 ANDOVERMN 55304 1 $ 280.00 $ 223224120168 BAUMAN,ASE 15570 LINNET ST NW #2-304 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT #2-304 ANDOVER MN 55304 1 $ 280.00 $ 223224120169 HILL, ROBERT 15570 LINNET ST NW #2-30S CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-305 ANDOVER MN 55304 1 $ 280.00 $ 223224120170 ANDRADE ENRICA 15570 LINNET ST NW 92-307 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-307 ANDOVER MN 55304 1 $ 280.00 $ 223224120171 MCCARTHY, ARTHUR W 15570 LINNET ST NW #2-308 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-308 ANDOVER MN 55304 1 $ 280.00 $ 223224120172 JENSEN, KENNETH R 15570 LINNET ST NW W-309 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-309 ANDOVER MN 55304 1 $ 280.00 $ 223224120173 AHMAD, SANDRA 15570 LINNET ST NW#2.310 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNET ST NW UNIT 2-310 ANDOVER MN 55304 1 $ 280.00 $ - 223224120174 GREY OAKS INC 15570 LINNET ST NW #2-311 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15570 LINNETT ST NW STE 311 ANDOVER MN 55304 1 $ 280.00 $ - 223224120175 WIUKE, RUTH 15631 LINNET ST NW #3-101 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 101 ANDOVER MN 55304 1 $ 280.00 $ 223224120176 HAAG, LISA 15631 LINNET ST NW 93-102 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 5901 NICOLLET AVE S MINNEAPOLIS MN 55419 1 $ 280.00 $ 223224120177 MILLER JR TRUSTEE ALFRED T 15631 LINNET ST INN #3-103 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3-103 ANDOVER MN 55304 1 $ 280.00 $ 223224120178 MADSEN, SHARON 15631 LINNET ST NW #3-104 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3104 ANDOVER MN 55304 1 $ 280.00 $ 223224120179 CASARETO, MARY 15631 LINNET ST NW# 3.105 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 27940 WE JODRELL ST NORTH BRANCH MN 55056 1 $ 280.00 $ 223224120180 THOMAS, TERRANCE MICHAEL 15631 LINNET ST NW #3-107 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3107 ANDOVER MN 55304 1 $ 280.00 $ 223224120181 HAAG, TIMOTHY 15631 LINNET ST NW #3-108 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 5901 NICOLLET AVE S MINNEAPOLIS MN 55419 1 $ 280.00 $ - 223224120182 BAUMAN MILDRED 15631 LINNET ST NW#3-109 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET $T NW UNIT 3-109 ANDOVER MN 55304 1 $ 280.00 $ - 223224120183 DAY ARIKA LYNN 15631 LINNET ST NW#3-110 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3110 ANDOVER MN 55304 1 $ 280.00 $ - 223224120184 1 MAAS, GRACIAA 15631 LINNET ST WIN #3411 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3-111 ANDOVER MN 55304 1 $ 280.00 $ - 223224120185 FOX JAN MARIE 15631 LINNET ST NW #3-201 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 2114 BARBOSA CT THE VILLAGES FL 32159 1 $ 280.00 $ 223224120186 AABY BARRY 15631 LINNET ST NW #3-202 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3-202 ANDOVER MN 55304 1 IS 280.00 $ 223224120187 GUSTAFSON HELD, ELEANOR 15631 LINNET ST NW #3-203 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3-203 ANDOVER MN 55304 1 $ 280.00 $ 223224120188 SIRJORD, HARRIET L 15631 LINNET ST WIN 93-204 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3-204 ANDOVER MN 55304 1 $ 280.00 $ 223224120189 REEDY, NICHOLAS CROSBY 15631 LINNET ST NW# 3.205 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15800 ROANOKE ST NW ANDOVER MN 55304 1 $ 280.00 $ 223224120190 HALTER STEVEN 15631 LINNET ST NW 113-207 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3-207 ANDOVER MN 55304 1 $ 280.00 $ 223224120191 ENGELBRECHT,GENE 15631 LINNET ST NW #3-208 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3-208 ANDOVER MN 55304 1 $ 280.00 $ - 223224120192 JOHNSON, JUDITH A 15631 LINNET ST NW 781209 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3-209 ANDOVER MN 55304 1 $ 280.00 $ - 223224120193 HAAG, LISA 15631 LINNET ST NW #3-210 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 5901 NICOLLET AVE S MINNEAPOLIS MN 55419 1 $ 280.00 $ 223224120194 SWENSON PAUL 15631 LINNET ST NW #3-211 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3-211 ANDOVER MN 55304 1 $ 280.00 $ 223224120195 LAPOINT, VIRGINIA RUTH 15631 LINNET ST NW 93-301 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3301 ANDOVER MN 1 55304 1 $ 280,00 $ 223224120196 MORTON, DARLENE F 15631 LINNET ST NW# 3302 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3302 ANDOVER MN 55304 1 $ 280.00 $ 223224120197 LACASSE DEBRA 15631 LINNET ST NW#3303 CIC N6310 GREY OAKS AT ANDOVER ESTATES 1531 LINNET ST NW UNIT 3-303 ANDOVER MN 55304 1 $ 280.00 $ - 223224120198 SPEIKER, PAUL 15631 LINNET ST NW #3-304 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 115631 LINNET ST NW UNIT 3-304 ANDOVER MN 55304 1 $ 280.00 $ EXHIBIT A4 PID# Owner Name erty Address Plat Owner Address City State Zip Code Units Estimated, Assessmen Actual Assessment 223224120199 CEDERSTRAND NORMA J ET ST NW#3-305 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3305 ANDOVER MN 55304 1 $ 280.00 $ 223224120200 DAHLOUIST, JANET L ETSTNW#3.307 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3W ANDOVER MN 55304 1 $ 280.00 $ 223224120201 HAWKINSON, EILEEN ET ST NW#3308 N15631LINNETSTNW#3-310 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3308 ANDOVER MN 55304 1 $ 280.00 $ 223224120202 BRADLEY TRUSTEE, BYRLE E ET ST NW#3-309 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 309 ANDOVER MN S53D4 1 $ 280.00 $ 223224120203 HOEBEN TRUSTEE, DARLENEJ ETSTNW#3-310 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 1085 YOSEMITE DR ENGLEWOOD FL 34223 1 $ 280.00 $223224120204 FALENSCHEK, SANDRA A T ST NW#3-311 CIC NO 310 GREY OAKS AT ANDOVER ESTATES 15631 LINNET ST NW UNIT 3311 ANDOVER MN 55304 1 $ 280.00 $ 223224120206 WILDE, LYNDAR 1807155TH LN NW GREY OAKS FOURTH ADDITION 1807155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120207 HAWKINS,MARKA 1815155TH LN NW GREY OAKS FOURTH ADDITION 1364211TH AVE NW CEDAR MN 55011 1 $ 280.00 $ 223224120208 IOMAN. CATHERINE M 1823155TH LN NW GREY OAKS FOURTH ADDITION 1823155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120209 JOHANSON, ANNE 1831155TH LN NW GREY OAKS FOURTH ADDITION 1831155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ - 223224120210 SATTERLUND, GAYLEEN K 1839155TH LN NW GREY OAKS FOURTH ADDITION 1839155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224120211 BRANSON,SCOTTF 1847155TH LN NW GREY OAKS FOURTH ADDITION 30799 JUNIPER ST NW CAMBRIDGE MN 55008 1 S 280.00 $ 223224120212 DISCHER, TIMOTHY I 1855155TH LN NW GREY OAKS FOURTH ADDITION 578 W 9TH ST WAHOO NE 68066 1 $ 280.00 $ 223224120213 OSTER, EDWIN 1863155TH LN NW GREY OAKS FOURTH ADDITION 1445 OXBOW LN DAYTON MN 55327 1 $ 280.00 $ 223224120214 JOHNSON, WANNE 1871155TH LN NW GREY OAKS FOURTH ADDITION 1871155TH LN NW ANDOVER MN 55304 1 $ 280.00 $ 223224110041 ARBOR OAKS SENIOR LIVING REALTY LLC 1640155TH LN ARBOR OAKS 7400 W 109TH ST BLOOMINGTON MN 55438 71 $ 19,880.00 $ 11 223224110044 PC ARBOR OAKS LLC 1753156TH LN GREY OAKS 3RD ADDITION 4956 N 300 W STE 300 PROVO UT 84604 66 $ 18,480.00 $ Totals 292 1 $ 81,760.00 1 $ Notes: 1) Total Assessments do not exactly match the seat estimate due to rounding. 2) Arbor Oaks Senior Living building includes 441 BR. 52BR, 1 Guest Suite, and 21 Resident Nursing Care Rooms for a total of 71 units. 3) Arbor Oaks building includes 66 units. EXHIBIT A4 Appendix B (North Valley Ridge: CP 23-11B): Exhibit B1: Project Location / Assessed Parcels Map Exhibit 132: Preliminary Construction Cost Estimate Exhibit B3: Preliminary Assessment Worksheet Exhibit 134: Preliminary Assessment Roll Fi� k 1391-1 15884 _fpp vl v �' •• ` 15960 15832 Orta C.din M.k.-VROMPAii 0 185 370 Feel Tu mepb MxedbRbaae Wena' wi�MNmeppNq grok mnyN d< mw m an a aaw.� az. �w �uqe dbm d.glaa rtw�ra•.• bmeaa: uveae de Oh aures ro IlElll h lw wry ums w mpabb Mre4t n:1GI51wweMpµvo)xttlEpineeMpl[IAq PROJECT LOCATION MAP PROJECT NAME: STREET MILL & OVERLAY LOCATION: NORTH VALLEY RIDGE 1 _PP �. C I w 159TH LN o _ z u42: 3 15899 15887 15888 c N 15863 15860 15823 15822 2239 2297 2273 '• I: ^ai 2215 A��{p 158111 AVE 2331 Orr,. 2316 2290 2238 2266 fslt'' 1 Project Location Assessed Parcels Parcel Boundary Q City Limits Qw K # 23-11B (2023) C1 b Ell Incorporated 1974 Exhibit 61 2023 Mill & Overlays - North Valley Ridge City Project: 23-11B PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 23-11B Notes.• 1. Regardless of type/dimension of am. Includes sawcut of curb. Excavation and o8 -site disposal of material behind curb necessary for removal and replacement of cum and gutter incidents 2. Regardless of depth. 3. Removal of existing crack fill material from cum / pavement edge is madental to this item prior to paving. MITI off entire wearing course. Dispose of millings off-site. 4. Based upon number or Irrigation heads removed / replaced. Item shall include all items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only if absolutely as 5. Protect casting, touch up Mud on existing concrete adjustment rings Inside structure. 6. Item shall Include touching up all doghouses within a structure, The "Each" item refers to each structure regardless of the number of doghouses in the structure. 7. Item shall include filling sump with redl-mix , pouring invert, and constructing benches up to im of pipe diameter, Item Includes touching up doghouses as necessary, S. Clean joint and patch with 3U 18 compound. Average joint 3"wide x l"deep. Item for all joints, regardless of actual depNMndth. Locations to be determined in the field by the engineer. 9. Straw or wood fiber blanket is an acceptable alternative, Netting material shall be jute redoing. 10 Only to be used if requested by engineer prior to or during site restoration. EXHIBIT B2 TOTAL ESTIMATED PROJECT QUANTITIES ESTIMATEDSTREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT EST. QUAN. UNIT PRICE - AMOUNT EST. QUAN. ACT. QUAN. .AMOUNT 1 2021.501 Mobilization LS 1.00 $5,500.00 $5.500.00 100 $5,500.00 1 2 2104.503 Remove Curb& Gutter LF 80 58.50 $6ialia 80 $680.00 3 2104.503 Soma Bit Pavement Full Depth) LF 180 $2.50 $450.00 180 $450.00 2 4 2104.518 Remove Bituminous Pavement SF 1,110 $1.00 $1,110.00 1,110 $1,110.00 5 2211.509 Aggregate Base Class 5 TN 11 $30.00 $330.00 11 $330.00 3 6 2232.504 Milt Bituminous Surface 1" Sy 6,720 $1.25 $8,400.00 6720 $8400.00 7 2357.506 Bituminous Material For Tack Coat Gal 470 $3.50 $1,645.00 470 $1 645.00 8 2360.509 Type SP 9.5 Wearing Course Mix 213 TN 570 $79.00 $45.030.00 570 S45.030.001 9 2360.509 Type SP 9.5 Bit Mixture for Patching 2,8 - Driveways 8 Trells TN 18 $120.00 $2.160,001 18 $2.160.00 10 2360.509 Type SP 12.5 Bit Mature for Patching (2 3) TN 3 $130.00 $390.001 3 $390.00 4 11 2504.602 Irrigation Sstem Modifications EA 10 $80.00 $800.00 10 $800.00 5 12 2506.602 Mud Existin Carlin Rings EA 3 $225.00 $675.00 3 $675.00 6 13 2506.602 Mud Doghouse EA 1 $350.00 $350.00 1 $350.00 7 14 2506.607 Fill Catch Basin Sum Pour Invert CY 7 $650.00 $4550.00 7 $4550.00 15 2531.503 Concrete Cum and Gutter Surmountable LF 801 530.00 $2400.00 80 $2.400.00 8 16 2531.602 Clean and Patch Cord. Curb 8 Gutter Joint EA 40 $50.00 $2,000.0 40 $2,000.0 17 2563.601 Traffic Control LS 1.00 $1,500.00 $1,500.00 1.00 51 500.00 18 2573.502 Slogan Drain Inlet Protection EA 4.00 $170.00 5680.00 4.00 $680.00 19 2573.503 Sediment Control Lon T EeWood Chip LF 20 $5.00 $100.00 20 $100.00 20 2574.507 Loam Topsoil Borrow L CY 1 25 $50.001 $1250.00 25 $1250.00 21 2574.508 Fertilizer Type i LB 2 $10.00 520.00 2 $20.00 22 2575.504 Sodding Type Lawn Sy 30 $30.00 $900.00 30 $900.00 9 23 2575.504 Rolled Erosion Prevention Category 20 Sy 10 $8.00 $80.00 10 $80.00 10 20 2575.505 Weed S re EVIArawfledCons AC c n os4ral.lu"Mu 0.01 $5,000.00 $50.00 0.01 $50.00 501,100.00 109: Contingency $8,100.00 $8,100.00 Total Esgmsted Pmject Cost $89,200.00 $89,200.00 C.P. 23-11B Notes.• 1. Regardless of type/dimension of am. Includes sawcut of curb. Excavation and o8 -site disposal of material behind curb necessary for removal and replacement of cum and gutter incidents 2. Regardless of depth. 3. Removal of existing crack fill material from cum / pavement edge is madental to this item prior to paving. MITI off entire wearing course. Dispose of millings off-site. 4. Based upon number or Irrigation heads removed / replaced. Item shall include all items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only if absolutely as 5. Protect casting, touch up Mud on existing concrete adjustment rings Inside structure. 6. Item shall Include touching up all doghouses within a structure, The "Each" item refers to each structure regardless of the number of doghouses in the structure. 7. Item shall include filling sump with redl-mix , pouring invert, and constructing benches up to im of pipe diameter, Item Includes touching up doghouses as necessary, S. Clean joint and patch with 3U 18 compound. Average joint 3"wide x l"deep. Item for all joints, regardless of actual depNMndth. Locations to be determined in the field by the engineer. 9. Straw or wood fiber blanket is an acceptable alternative, Netting material shall be jute redoing. 10 Only to be used if requested by engineer prior to or during site restoration. EXHIBIT B2 PRELIMINARY ANDOVER ASSESSMENT WORKSHEET Project Name: 2023 Mill & Overlay - North Valley Ridge Project No.: C. P. 23.11B Feasibility Report Date: 2/21/2023 Const. Amount: $89,200.00 Contract Award Date: Amount: Actual Construction Cost Amount: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1% of street) Drainage Plan (0.3% of streettstorm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Feasibility Amount $ 12,100.00 $ 2,680.00 $ 890.00 $ 200.00 $ 250.00 $ 500.00 $ 900.00 $ 4,300.00 $ 21,800.00 24.439462% Amount: $ 111,000.00 23-11B Estimated Assessments Construction Street Related Costs $ 89,200.00 Street Related Indirect Costs $ 21,800.00 Street Related Total Project Costs $ 111,000.00 Assessable Street Costs (25%) $ 27,800.00 City Street Costs (75%) $ 83,200.00 Feasibility Assessment Rate Per Unit $ 27,800.00 / 22 Units= $ 1,270.00 Bid Price Assessment Rate Per Unit $ - 122 Units= $ - Actual Assessment Rate Per Unit / 22 Units= 23.11B Funding Summary Estimated Assessable Costs $ 27,940.00 Estimated City Costs - Road and Bridge Fund $ 83,060.00 Estimated City Costs - Trunk Water & Sewer Funds $ Total Estimated Project Costs $ 111,000.00 Note: Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. EXHIBIT B3 2023 Mill & Overlay - North Valley Ridge: Preliminary Assessment Roll - City of Andover (City Project 23-11B) RESIDENTIAL PROPERTIES PID# Owner Name Pro Address Plat Owner Address city State Zip Code Units Estimated Assessment Actual Assessment 153224320027 BOREN, MARY 15914 UPLANDER ST NW 15914 UPLANDER ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224320028 SCHEMPF JAY C & PEGGY A 15921 UPLANDER ST NW 15921 UPLANDER ST NW ANDOVER MN 55304 1 It 1,270.00 $ - 153224330006 FIELDS TRUSTEE, MICHAEL DUANE 15889 SWALLOW ST 15889 SWALLOW ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330007 FIELDS GARY F & DIANE M 15884 UPLANDER ST NW NORTH VALLEY RIDGE 158M UPLANDER ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330008 SCHOTZKO BRAD 15860 UPLANDER ST NW NORTH VALLEY RIDGE 158M UPLANDER ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330010 MCNEILL, LUCAS M 2334158TH AVE NW NORTH VALLEY RIDGE 2334 158TH AVE NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330011 GUTBROD C G & SIREK-GUTBROD KA 2316158TH AVE NW NORTH VALLEY RIDGE 2316158TH AVE NW ANDOVER MN 55304 1 $ 1,270.00 1 $ - 153224330012 NELSEN, RONALD 2290158TH AVE NW NORTH VALLEY RIDGE 2290158TH AVE NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330013 KENDRICK, DANIEL P 2266158TH AVE NW NORTH VALLEY RIDGE 2266158TH AVE NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330014 KONDRITZ, MELISSA 2238158TH AVE NW NORTH VALLEY RIDGE 2238158TH AVE NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330017 SOBOLIK NATHAN 2212158TH AVE NW NORTH VALLEY RIDGE 2212158TH AVE NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330018 SORENSON DAVID & SHARMILA 2215158TH AVE NW NORTH VALLEY RIDGE 2215158TH AVE NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330019 MORIN MELINDA R 2239158TH AVE NW NORTH VALLEY RIDGE 2239158TH AVE NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330020 CAUDILL, ALLISON H 15873 SWALLOW ST NW NORTH VALLEY RIDGE 15873 SWALLOW ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330021 CORNELIUSSEN SUSAN R & BRUCE A 15887 UPLANDER ST NW NORTH VALLEY RIDGE 15887 UPLANDER ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330022 ODEGARD ALLISON 15888 SWALLOW ST NW NORTH VALLEY RIDGE 15888 SWALLOW ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330023 VERHEYEN, JAREK G 15860 SWALLOW ST NW NORTH VALLEY RIDGE 15860 SWALLOW ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330024 HAVON JERRY K & LAURA L 2273158TH AVE NW NORTH VALLEY RIDGE 2273158TH AVE ANDOVER MN 55304 1 $ 1,270.00 It - 153224330025 FEDDER, CORY DONALD 2297158TH AVE NW NORTH VALLEY RIDGE 2297158TH AVE NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330026 CYR, ABRAHAM 15827 UPLANDER ST NW NORTH VALLEY RIDGE 15827 UPLANDER ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330027 MARTIGNACCO JON 15863 UPLANDER ST NW NORTH VALLEY RIDGE 15863 UPLANDER ST NW ANDOVER MN 55304 1 $ 1,270.00 $ - 153224330031 KOLAK MATTHEW 15832 UPLANOER ST NW NORTH VALLEY RIDGE 15832 UPLANDER ST NW ANDOVER MN 55304 1$ 1,270.00 $ - Totals 22 $ 27,940.00 $ - Notes: 1) Total Assessments do not exactly match the cast estimate due to rounding. EXHIBIT B4 Appendix C (Silver Meadows: CP 23-11C): Exhibit Cl: Project Location /Assessed Parcels Map Exhibit C2: Preliminary Construction Cost Estimate Exhibit C3: Preliminary Assessment Worksheet Exhibit C4: Preliminary Assessment Roll 2023 Mill & Overlays - Silver Meadows City Project: 23-11C PRELIMINARY CONSTRUCTION COST ESTIMATE 100.0% C.P. 23-11C Notes: 1. Regardless of type/dimension of curb. Includes sawcul of curb. Excavation and off-site disposal of material behind curb necessary for removal and replacement of curb and gutter incidents 2. Regardless of depth. 3. For excavation adjacent to ped ramp Improvements I/ necessary. Include disposing excess material off-site if not suitable for curb backfill. Sod chunks shall not be used as backfill. 4. Removal of indsling crack fill material from curb / pavement edge is incidental to this item prior to paving. MITI off entire wearing course. Dispose of millings off-site. S. Based upon number or irrigation heads removed / replaced. Item shall Include all Items necessary to temporarily cap existing systems, replace damaged lines. heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation Oenbactor. Contractor shall make every effort to protect all systems, impact systems only if absolutely ne 6. For use IT salvaged structure breaks or is unuseable. 7. Item includes new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotexule fabric and concrete collar (storm sewer). 8. Protect casting, touch up mud on existing concrete adjustment rings Inside structure. 9. Item shall Include touching up all doghouses within a structure. The "Each" item refers to each structure regardless of the number of doghouses in the structure. 10. Item shall include filling sump with redi-mix , pouring invert, and constructing benches up to 1/3 of pipe diameter, Item includes touching up doghouses as necessary. 11. Forpedestnan curb ramps. 12. Clean joint and patch with 3018 compound. Average joint 3'widex Vdeep. Item for all joints, regardless of actual deplhMidlh. Locations to be determined in the field by the engineer. 13. Only to be used If requested by engineer prior to or during site restoration. EXHIBIT C2 TOTAL ESTIMATED PROJECT QUANTITIES ESTIMATED STREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT EST. QUAN. UNIT PRICE AMOUNT EST. QUAN. ACT. QUAN. AMOUNT 1 1 2021.501 Mobilization LS 1.00 $5.000.00 $5000.00 1.001$2250��00 000.00 2 2104.502 Salvage CastingSlorrn EA 6 $200.00 $1,200.0 6200.00 1 3 2104.503 Remove Curb It Gutter LF 75 $8.50 $637.50 75637.50 4 2104.503 SewingConcrete Pavement Full Depth) LF 20 $5.00 $100.00 20100.00 5 2104.503 SewingBit Pavement Full Depth) LF 100 $2.50 $250.00 100250.00 2 6 2104.518 Remove Concrete Pavement SF 200 52.75 $550.0 2011550.00 2 7 2104.518 Remove Biturunous Pavement SF 350 $1.00 $350.00 350350.00 3 6 2105.607 Common Excavator E CY 2 540.00 580.00 2$80.00 9 2211.509 ate Base Class 5 TN 10 530.00 $300.00 to300.00 4 10 2232.504 MITI Bituminous Surface 1' Sy 5.680 $1.25 $7J00.00 5,680100.00 11 2357.506 Bituminous Material For Tack Coat Gal 400 $3.50 $1400.00 400400.00 12 2360.509 Type SP 9.5 Wearin Course Mix 2 B TN 480 $79.00 $37,920.00 480920.00 13 2360.509 7 e SP 9.5 Bit Mixture for Patching2,B- DrivewaysB Tralls TN 4 $120.00 $480.00 4480.00 14 2360.509 Type SP 12.5 Bit Mixture for Patchin (2s) TN 3 $130.00 $390.00 3390.00 5 15 2504.602 Iri ation System Modifications EA 10 $80.00 $800.00 10800.00 6,7 16 2506.502 CasinoAssembly-Storm EA 2 $800.00 $1,600.00 2600.00 7 17 2506.502 Install Cashing -Storm EA 6 $300.00 $1,800.00 6800.00 8 18 2506.602 Mud Exison Castin Rings FA 1 $225.00 $225.00 1225.00 9 19 2506.602 Mud Doghouse EA 4 $350.00 $1,400.00 400.00 10 20 2506.607 Fill Catch Basin Sum Pour Invert CY 3$650.00 $1.950.00 3950.00 11 21 2521.618 6- Concrete Welk - S ectal SF 80 $20.00 $1600.00 80600.00 22 2531.503 Concrete Curb and Gutter Surmountable LF 75 $30.00 $2250.00 75250.00 23 2531.504 6" Concrete Driveway Pavement Sy 30 $90.00 $2,700.0 30 1 $2,700.00 12 24 2531.602 Clean and Patch Cone. Curb & Gutter Joint EA 20 $50.00 $1,000.0 20 $1 000.00 25 2531.618 Truncated Dames SF fib $50.00 $800.00 18 1 $800.00 26 2563.601 Traffic Control LS 1.001 $1,500.00 $1,500.00 1.00 $1,500.00 27 2573.502 Storm Drain Inlet Protection EA 6 $170.00 $1020.0 6 $7020.00 28 2573.503 Sediment Control Lo T aWood Chip LF 50 $5.00 $250.00 50 $250.00 29 2574.507 Loam Topsail Barrow (ILM CY 10 $50.00 5500.00 10 $500.00 30 2574.508 Fertilizer Tyne 1 LB 2$10.00 $20.00 2 $20.00 31 2575.504 Sodding Type Lawn Sy 30 $30.00 $900.00 30 $900.00 13 77 32 2575.505 Weed Spralong EsaftbabsclConstfirudon AC s 0.01 $2,000.00 $20.00 0.01 $20.00 10% Contingency $7,600+001 57.600.00 Toa/Esgmafed Protect car, . $83,700.00 100.0% C.P. 23-11C Notes: 1. Regardless of type/dimension of curb. Includes sawcul of curb. Excavation and off-site disposal of material behind curb necessary for removal and replacement of curb and gutter incidents 2. Regardless of depth. 3. For excavation adjacent to ped ramp Improvements I/ necessary. Include disposing excess material off-site if not suitable for curb backfill. Sod chunks shall not be used as backfill. 4. Removal of indsling crack fill material from curb / pavement edge is incidental to this item prior to paving. MITI off entire wearing course. Dispose of millings off-site. S. Based upon number or irrigation heads removed / replaced. Item shall Include all Items necessary to temporarily cap existing systems, replace damaged lines. heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation Oenbactor. Contractor shall make every effort to protect all systems, impact systems only if absolutely ne 6. For use IT salvaged structure breaks or is unuseable. 7. Item includes new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotexule fabric and concrete collar (storm sewer). 8. Protect casting, touch up mud on existing concrete adjustment rings Inside structure. 9. Item shall Include touching up all doghouses within a structure. The "Each" item refers to each structure regardless of the number of doghouses in the structure. 10. Item shall include filling sump with redi-mix , pouring invert, and constructing benches up to 1/3 of pipe diameter, Item includes touching up doghouses as necessary. 11. Forpedestnan curb ramps. 12. Clean joint and patch with 3018 compound. Average joint 3'widex Vdeep. Item for all joints, regardless of actual deplhMidlh. Locations to be determined in the field by the engineer. 13. Only to be used If requested by engineer prior to or during site restoration. EXHIBIT C2 PRELIMINARY ANDOVER ASSESSMENT WORKSHEET Project Name: 2023 Mill & Overlay - Silver Meadows Project No.: C.P. 23-11 C Feasibility Report Contract Award Actual Construction Cost Date: 2/21/2023 Const. Amount: $83,700.00 Date: Amount: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1% of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Amount: Feasibilitv Amount $ 11,300.00 $ 2,510.00 $ 840.00 $ 200.00 $ 250.00 $ 750.00 $ 900.00 $ 3,400.00 $ 20,200.00 24.133811% Amount: $ 103,900.00 Construction Street Related Costs $ 83,700.00 Street Related Indirect Costs $ 20,200.00 Street Related Total Project Costs $ 103,900.00 Assessable Street Costs (25%) $ 26,000.00 City Street Costs (75%) $ 77,900.00 Feasibility Assessment Rate Per Unit $ 26,000.00 / 8 Units= $ 3,250.00 Bid Price Assessment Rate Per Unit $ - / 8 Units= $ - Actual Assessment Rate Per Unit / 8 Units= 23-11C Funding Summary Estimated Assessable Costs $ 26,000.00 Estimated City Costs - Road and Bridge Fund $ 77,900.00 Estimated City Costs - Trunk Water & Sewer Funds $ - Total Estimated Project Costs $ 103,900.00 Note: Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. EXHIBIT C3 2023 Mill & Overlay - Grey Oaks: Preliminary Assessment Roll - Silver Meadows (City Project 23-11 C) RESIDENTIAL PROPERTIES PID # Owner Name Property Address Plat Owner Address city State Zip Code Units Estimated Assessment Actual Assessment 163224110002 MONETTE, THOMAS J 2434164TH LN NW SILVER MEADOWS 2434 164TH LN NW ANDOVER MN 55304 1 $ 3,250.00 $ - 163224110003 BORENE, MATTHEW 2433163RD LN NW SILVER MEADOWS 2433163RD LN NW ANDOVER MN 55304 1 $ 3,250.00 $ - 163224110004 JOHNSON, TAMMY L 2435164TH LN NW SILVER MEADOWS 2435164TH LN NW ANDOVER MN 55304 1 $ 3,250.00 $ - 163224110005 MCCREARY JAMIE 2481 164TH LN NW SILVER MEADOWS 2481 164TH LN NW ANDOVER MN 55304 1 $ 3,250.00 $ 163224110DD6 DIETZLER, TAMARA L 2515164TH LN NW SILVER MEADOWS 2515164TH LN NW ANDOVER MN 55304 1 $ 3,250.00 $ 163224110007 HERNANDEZ, STACY 2494164TH LN NW SILVER MEADOWS 2494164TH LN NW ANDOVER MN 55304 1 $ 3,250.00 $ - 163224110008 DIXON, DIANE MARIE 116368 WREN ST NW SILVER MEADOWS 116368 WREN ST NW ANDOVER MN 55304 1 1 $ 3,250.00 $ - 163224110009 KUNZMAN, STEVEN E 12432163RD LN NW SILVER MEADOWS 12432163RD LN NW ANDOVER MN 55304 1 1 $ 3,250.00 $ - Totals I 1 1 8 $ 26,000.00 1 $ - Notes: 1) Total Assessments do not exactly match the cost estimate due to rounding. EXHIBIT C4 Appendix D (Constance Corners: CP 23-11D): Exhibit Dl: Project Location /Assessed Parcels Map Exhibit D2: Preliminary Construction Cost Estimate Exhibit D3: Preliminary Assessment Worksheet Exhibit D4: Preliminary Assessment Roll N PROJECT LOCATION MAP #23 -IID (2023) PROJECT NAME: STREET MILL & OVERLAY LOCATION: CONSTANCE CORNERS 162ND AVE j-- 0 n 161ST LN �� z G 0 161$1 AVE _ -- -- - CONSTANCE BLVD _.� 16075 -- -- 16090 9i 921 911 oqE� 897 --_ 1 881 867 853 &11 TI160TH LN 16047 160TH W - 1606016030 16035 I 924 16023 c (� VE 914 16018 V,P 901 16011 z 16006 890 15999 F - 15994 J 15989 0 982 z u 15999 15975 CLIV6 ST 15939 15970 9�6 Qi 15958 15963 15994 46 5951 15929 : T\x 15919 159 \ \\ 15934 15939 155S1a U+\- / 15934 15909 I I I I — 159N 15922 ty ----II —I{ _ 97nA l F 1 - Fl i 158TH AVE am amnoYdCdlntyG 15u - -- i o ' Y'( 210 .. Project Location Assessed Parcels ,w rr�aceemaaev Parcel Boundary QCity Limits Ove bO.MOq a4tlr9Wesuv2 tr�l Incorporated 1974 laouons; tMrt(artNe Ury azwmes no b,ama� n,—.—m , r Exhibit D1 �ne+slwa..wraAx�nu�o��H.Mole+e.r,oavonr�+. zuz:,;.. wn E.wma: ziwwn t:nm 2023 Mill & Overlays - Constance Corners City Project: 23-11D PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 23-11 D Notes: 1. Regardless of type/dimension of cura Includes sawcut of com. Excavation and off-site disposal of material behind curb necessary for removal and replacement of ourb and gutter incidenta 2. Regardless of depth. 3. Removal of existing crack fill material from cum j pavement edge is incidental to this item prior to paving. Mill off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box top to grade. Item to be used if existing valve box top can be adjusted. 5. Item to be used 8 existing valve box lop Is rusted shut and not adjustable, Remove existing valve box top and F&I new valve box top, Adjust to grace. 6. Based upon number or initiation heads removed 7 replaced. Item shall include all Items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only If absolutely nE 7. Item includes plating structure, new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with gectextile fabric and concrete collar (storm sewer), S. For use if salvaged structure breaks or IS unuseable. 9. Item includes new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotextile fabric and concrete collar (storm sewer). 10. Protect casting, touch up mud on existing concrete adjustment rings Inside structure. 11. Item shall include filling sump with recti -mix, pouring invert, and constructing benches up to 113 of pipe diameter. Item includes touching up doghouses as necessary. 12. Clean joint and patch with 3U 18 compound. Average joint 3" wide x 1" deep. Item for all joints, regardless of actual depthtwidth. Locations to be determined in the field by the engineer. 13. Only to be used R requested by engineer prior to or during site restoration. EXHIBIT D2 TOTAL ESTIMATED PROJECT QUANTITIES ESTIMATED STREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT EST. CLAN. .UNIT PRICE AMOUNT.. EST. CLAN. ACT. QUAN. AMOUNT 1 2021.501 Mobilisation LS 1.00 $6500.00 $6,500.00 1.00 $6,500.00 2 2104.502 Salvage Casting Storm FA 2 $200.00 $400.00 2 5400.00 1 3 2104.503 Remove Cult & Gutter LF 50 $8.50 5425.0050 $425.00 4 2104.503 SawingConcrete Pavement Full Depth) LF 18 $5.00 $90.00 18 $90.00 2 5 6 2104.503 Sawin BB Pavement Full Dem 2104.518 Remove Concrete Pavement LF SF 80 150 $2.511 $2.75 $$90.00 $412.50 80 150 $$90.00 $412.50 2 7 2104.518 Remove Bituminous Pavement SF 310 $1.00 $310.00 310 $310.00 B 2211.509 reate Base Class 5 TN 6 530.00 $180.00 6 $160.00 3 9 2232.504 MITI Bituminous Surface(12 SY 8,150 $1.25 $10,187.5 6150 $10.187.50 10 2357.506 Bituminous Material For Tack Coat Gal 570 $3.50 $1995.00 570 $1995.00 11 2360.509 Type SP 9.5 Wearing Course Mix (2,B) IN 710 $79.00 $56,090400 710 $56,090.00 12 2360.509 Tvoe SP 9.5 Bit Mixture for Patching (2,B) - Onvewa s & Trails IN 4 $120.00 $480400 4 $480.00 13 2360.509 Type SP 12.5 Bit Mixture for Patching (2,B) TN 2 $130.00 $260.00 2 $260.00 4 14 2504.602 Adjust Valve Box EA 9$300.00 $2,700.00 9 $2 700.00 5 15 2504,602 Adjust Valve Box -F&I New Valve Box To EA 5 $550.00 $2,750.00 5 $2,750.00 6 16 2504.602 Iri alien System Modifications EA 5 $80.00 $400,00 5 $400,00 7 17 2506,502 Adjust Frame & Ring Casting - Sanitary EA 14 $600,00$8400.00 ,400.00 74 4 58400.00 89 9 16 19 2506-502 CastingAssembl -Stan 2506.502 Install Casting -Storm EA FA 1 2 $800.00 $300.00 $600.00 2 $800.00 $600.00 10 20 2506.602 Mud ExistingCastingRings FA B $225.00 $1 800.00 8J$7 $1 800.00 11 22 2506.607 Fill Catch Basin Sum -Pour Invert CY 7 $650.00 $4,550.00 7$4,550.00 23 2531.503 Concrete Curb and Gutter Surmountable LF 50 $30.00 $1 500.00 W$1,500.00 24 2531,504 6" Concrete DrivewayPavement SV 16 $90.00 $1 440.00 16$1 440.00 12 25 2531.602 Clean and Patch Conc. Cum & Gutter Joint EA 150 $50.00 $7,500.00 150 500.0026 2563.607 Traffic Control LS 1.00 $1500.00 $1,500.00 1.001500,0027 2573.502 Storm Drain Inlet Protection EA 2 $170.00 $340.00 2$340.0028 2574.507 Loam To soil Borrow L CY 6 $50.00 $300.00 6$300.0029 2574.508 FeNllulT etLB 1 $70.00 $10,00 1$10.0030 2575.504 Soddin T e Lawn SV 20 830.00 $600.00 20$600.0013 31 2575.505 Weeds re in AC 0.01 $5000.00 $50.00 0.01$50,00 32 2582,503 4" Solid Line Paint LF 215 $0.50 $707.50 215 5107.50 33 2582.503 4"Double Sold Lina Paint -Yellow LF 265 $1.00 $265.00 265 $265.00 34 35 2582.503 18" Solid Line Paint- Wnile 2582.518 Pavement Message Paint LF SF 80 80 $3.00 $3 OD $240.00180 $240.00 80 $240.00 $240.00 EsUmated Constructron Cost 0% Contingency, $11,400.00 $11,400.00 Total Estimated Project Cost tI125,000.001 $125,000.00 C.P. 23-11 D Notes: 1. Regardless of type/dimension of cura Includes sawcut of com. Excavation and off-site disposal of material behind curb necessary for removal and replacement of ourb and gutter incidenta 2. Regardless of depth. 3. Removal of existing crack fill material from cum j pavement edge is incidental to this item prior to paving. Mill off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box top to grade. Item to be used if existing valve box top can be adjusted. 5. Item to be used 8 existing valve box lop Is rusted shut and not adjustable, Remove existing valve box top and F&I new valve box top, Adjust to grace. 6. Based upon number or initiation heads removed 7 replaced. Item shall include all Items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only If absolutely nE 7. Item includes plating structure, new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with gectextile fabric and concrete collar (storm sewer), S. For use if salvaged structure breaks or IS unuseable. 9. Item includes new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotextile fabric and concrete collar (storm sewer). 10. Protect casting, touch up mud on existing concrete adjustment rings Inside structure. 11. Item shall include filling sump with recti -mix, pouring invert, and constructing benches up to 113 of pipe diameter. Item includes touching up doghouses as necessary. 12. Clean joint and patch with 3U 18 compound. Average joint 3" wide x 1" deep. Item for all joints, regardless of actual depthtwidth. Locations to be determined in the field by the engineer. 13. Only to be used R requested by engineer prior to or during site restoration. EXHIBIT D2 PRELIMINARY ANDOVER ASSESSMENT WORKSHEET Project Name: 2023 Mill & Overlay - Constance Corners Project No.: C.P. 23-11D Feasibility Report Date: 2/21/2023 Const Amount: $125.000.00 Contract Award Date: Amount: Actual Construction Cost Amount: Estimated Expenses Feasibility Amount Engineering (Includes Design, Surveying, Inspection, etc.): $ 16,900.00 Consulting Costs $ _ Aerial Mapping (1% of street) $ Drainage Plan (0.3% of street/storm) $ _ Administration (3%) $ 3,750.00 Assessing (1%) $ 1,250.00 Bonding (0.5%) $ _ Recording Fees / Legal & Easement $ _ Advertising $ 200.00 Permit and Review Fees $ 250.00 Street Signs (Materials and Labor) $ _ Material Testing $ 1,000.00 Easement Acquisition $ _ Construction Interest $ 1,300.00 City Costs $ 5,100.00 Total Estimated Expenses $ 29,800.00 Expenses Multiplier 23.840000% Total Estimated Project Cost Amount: $ 154,800.00 1D Estimated at Related Indirect Costs $ 29,800.00 at Related Total Project Costs $ 154,800.00 -ssable Street Costs (25%) $ 38,700.00 Street Costs (75%) $ 116,100.00 Feasibility Assessment Rate Per Unit $ 38,700.00 142 Units= $ 930.00 Bid Price Assessment Rate Per Unit $ - / 42 Units= $ - Actual Assessment Rate Per Unit /42 Units= 23-11 D Funding Summary Estimated Assessable Costs $ 39,060.00 Estimated City Costs - Road and Bridge Fund $ 115,740.00 Estimated City Costs -Trunk Water & Sewer Funds $ Total Estimated Project Costs $ 154,800.00 Note: Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. EXHIBIT D3 2023 Mill & Overlay - Constance Comers: Preliminary Assessment Roll - Clty of Andover )City Project 23-11D) REBm nN PROPERTIES PIDa Owner Name literary Address Pia Owner Addrms city Slate Zip Code Units Estimated Actual Assessment Attainment 14322"10011 SFELTZ, JASON 16ND SYCAMORE ST NW CONSTANCE CORNERS 16090 SYCAMORE ST NW ANDOVER M 55301 1 $ 930.00 S 143224110012 DESMARAISIANZ. JOY 16050SYCAMORESTNW CONSTANCE CORNERS 16010SYCANORES7IAN ANDOVER MN 55304 1 S 930.00 S 143224110013 PAGEL, CHRISTOPHER M 924180TH LN NW CONSTANCE CORNERS 924160TH IN NW ANDOVER AN SM I S 930.00 S 143224410114 ALSAWAD TALIB 914160TH LN NW CONSTANCE CORNERS 914160TH WNW ANOOVER MN 55301 1 $ 930.00 S 14322"10015 MACH. JAMIE 901160TH LN NW CONSTANCE CORNERS Or IOTHLN MN ANDOVER API 55301 1 S 93001 S 143224410016 BORG, CHETA 89D 160TH LN NW CONSTANCE CORNERS 890160TH LN NW ANDOVER MN 55304 1 $ 930.00 S 143224410017 DEUSCHLE, MELISSA M 16030 QUINCE ST NW CONSTANCE CORNERS 16030 QUINCE ST MN ANDOVER MN 55304 1 S 930.00 $ 143224410118 JELLYBEAN PROPERTIES LLC III 16018 QUINCE ST NW CONSTANCE CORNERS 27801 UNIVERSITY AVE NE ISANTI MN 55010 1 1 S 93000 $ 143224410019 ILING,SHEILAR 16006 QUINCE ST NW CONSTANCE CORNERS 16006 QUINCE ST SAN ANDOVER MN 55304 1 $ 93000 $ 143224110020 BOARD, JEFFREY 15994 QUINCE ST NW CONSTANCE CORNERS 15994 WINCE ST NW ANDOVER AN 55M 1 S 93000 S 143224110021 KRANTZ, RYAN 15012 OUINCE ST NN CONSTANCE COMERS 159820UINCESTNW ANDOVER MN 55301 1 $ 93000 $ 14322"10022 NKOWA PAMELA 15970 QUINCE ST MN CONSTANCE CORNERS 15970 WINCE ST NW ANDOVER ASN 553M 1 5 930.00 S 143224410023 KIRKENDALLJESSEA 159HOUIMEST ANY CONSTANCE CORNERS 15958 WINCESTNW ANDOVER MN 55301 1 S 930.00 S 14322MIN24 BECK JOHNS 15946 QUINCE ST NW CONSTANCECORERS 15946 QUINCE ST NW ANDOVER MN 55304 1 $ 930.00 $ 14322"10125 SCHWINGLER, CATHERINE A 159340UINCEST NW CONSTANCE CORNERS 159N QUINCE ST NW ANDOVER MN 55304 1 $ 93000 $ 143224110126 LOHN, KARIL 15922 QUINCE ST NN CONSTANCE CORNERS 15922 QUINCE ST NW ANDOVER MN 55301 I $ 930.00 $ 14322"10127 JAENKE, JENNIFER D 15909 SYCAMORE ST NN CMSTWE CORNERS 7317147TH TER NW RAMSEY 6N 55303 1 $ 93000 S 14322"10128 ACRELMOHAMMINCISHAAER 15919 SYCAMORE ST NW CONSTANCE CORNERS 15919 SYCAMORE ST MN ANDOVER MN 55304 1 S NoW S 14322"10029 IROLF TRUSTEE MARYANN 15929 SYCAMORE ST NN CONSTANCE CORNERS 159N SYCAMORE STANW ANDOVER MN 55304 1 S 93000 S 143224,110030 HENUERSORMATTHEWJ 15939 SYCAMORE ST NW CONSTANCE CORNERS 15939 SYCAMORE ST NW ANDOVER MN 55014 1 S 930.00 S 14322"10031 WALSH. JILL 15949 SYCAMORE ST NW CONSTANCE CORNERS 15019 SYCAMORE ST NN ANDOVER M 55301 1 S 930.01 $ 143224410032 BABINEAU, RICHARD 159"SYCAMORE ST NW CONSTANCE CORNERS 15944 SYCAMORE ST NW ANDOVER AN MINI 1 3 930.00 $ 14322"10033 FISHER. MERRY 159M SYCAMORE ST NW CONSTANCE CORNERS POBOX48312 COON RAPIDS MN 554148 1 S 930.00 S 14322441001/ MORELL KALEB ANDREW 15924 SYCAMORE ST NY CONSTANCE CORNERS 15924 SYCAMORE ST HIV ANWVER 014 55304 1 S 930.00 S 14322441W35 PEARSON, JESSICA 1675 SYCAMORE ST NW CONSTANCE CORNERS 16075 SYCAMORE ST MN ANWVER MN 55301 1 S 93000 S 14322"10036 AMIROUCHE, SAMYA 921160TNLNNW CONSTANCE CORNERS 921160THLNNW ANDOVER MN 553M 1 S 93000 S 14.322"10037 BURK. CARRIEL 911 IwT4LNNW CONSTANCE COMERS 1911180TH LN NW ANDOVER MN 55301 1 S 930.00 S 14MMIW36 SOLOMON MARISSi 897160TH LN NW CONSTANCE CORNERS 897160TH LN NW ANDOVER MN 55301 1 S 930.01 $ 143224410139 1WEESTER, DANIEL E 881160THLNNW CONSTANCE COMERS 881160TH LN NW ANDOVER ANN 55301 1 3 930.00 $ 143224410010 BROWN, CHRISTINA 867180TH LN NW CONSTANCE CORNERS 867160TH WNW ANDOVER NN 55304 1 $ 93000 S 14322"10011 EDWARDS, MARKV 853160TH LN NW CONSTANCE CORNERS 853160TH CONN ANDOVER MN 55304 1 $ 93000 S 1432244101/2 HOLDEN, HEIDI 841160TH LN NW CONSTANCE COMERS 841160TH LN NW ANDOVER MN 55304 1 S 93000 S 14322"10013 GOSS. TIMOTHY 16017 QUINCE ST NW CONSTANCE CORNERS 16047 QUINCE ST NW ANDOVER MN 55304 1 $ 930.00 $ 14322"10114 DAUER. WHRNEYM 16035 QUINCE ST NW CONSTANCE GONERS IW35 QUINCE ST NW ANDOVER MN 55011 1 $ 93000 S 143224410115 DOMEIER. ROBERTJAMES IM23 CHANCE ST NW CONSTANCE COMERS IN23 QUINCE ST NW ANDOVER AN 55011 1 S 93000 S 143224110118 MEHALOMCH, CHRISTOPHER M 16011 QUINCE ST MY CONSTANCE COMERS 2118149THAVENW ANDOVER MN 553M 1 $ 930.00 S 14322441 0117 YOUNOEN, MATTHEW ISBN QUINCE ST NW CONSTANCEOOflERS 15999 QUINCE ST My ANDOVER AVN 553N 1 $ 930.00 S 113224110118 LENZ, STACYA 15989 QUINCE ST NW CONSTANCE CORNERS 15999 QUINCE ST NW ANDOVER MN 553H 1 $ 930.00 $ 11322"10149 1.AGOBSON. SCOTT 15975 QUINCE ST MN CONSTANCE CORNERS 15975 QUINCE ST NW ANDOVER AN 553H 1 S 930.00 $ 14322"10150 AOL SHAKER 15963 QUINCE ST MN CONSTANCE CORNERS ISM30UINCEST NN ANDOVER MRN 55304 1 3 930'0 S 113124410051 DERISION. NICOLE M 15951 WINCE ST NA CONSTANCE CORNERS 15951 WINCE ST NW ANDOVER MN 55301 1 $ 930.00 $ 14322"10151 W, CALVIN CUONG 15939 QUINCE ST MV CONSTANCE CORNERS 15939 QUINCE ST NW ANDOVER MN 551" 1 $ 930.00 S Totals I " $ 39'6001 S Notes I) Total Assessments do not eta* match Ne cost nommale due to rounding EXHIBIT D4 Appendix E (Miller's Woods 1St & 20d Addition: CP 23-11E): Exhibit El: Project Location / Assessed Parcels Map Exhibit E2: Preliminary Construction Cost Estimate Exhibit E3: Preliminary Assessment Worksheet Exhibit E4: Preliminary Assessment Roll 2023 Mill & Overlays - Miller's Woods list and 2nd Additions City Project: 23-11E PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 2111E Notes: 1 Regardless Of typeldimenslon of dams. Includes sawcut of curb. Excavation and off-site disposal of material behind in necessary for removal and replacement of curb and gutter incidental to tv 2. Regardless of depth. 3. Removal of existing nark fill material from Curb I pavement edge Is incidental to this item prior to paving. Mill off entire wearing mums, Dispose of millings off -sae. 4. For valves not being exposed for repairs. Adjust valve box lop to grade, Item to be used If existing valve box top ran be adjusted, 5. Ilam to be used 8 existing valve box top is rusted shut and not adjustable. Remove existing valva box lop and F&I new valve box top Adjust to grade. 6. Based upon number or irlgamn heads removed I replaced. Item shall include all items necessary to temporarily dap existing systems, replace damaged lines, heads, adjust Systems, and return to pre -project condition or better. Mrk shall ba performed by a licensed imgation contractor. Contraclar shall make every effort to protect all systems, impact systems only if absolutely nemssi 7. Item includes plating structure, new concrete adjusting rings and Inl ield or Gator Wrap (sanitary sewer) Orwrap rings with geolexala fabric and concrete collar(storm sewer). 8. For use if salvaged structure breaks or is unuseable. 9. Item includes new conctete adjusting rings and In"Weld or Gator Wrap (sanitary sewer) orwrep rings with geneticists fabric and concrete dollar (storm sewer), 10 Protect waling, touch up mud on existing concrete adjustment rings Inside structure. I t Item shall include filling sump with Tedi -mix, pouring Invert, and constructing benches up t0 15 of pipe diameter. Item includes touching up doghouses as necessary. 12. Clean joint and patch with 3U18 compound. Average joint 3" wide x V deep, Item for all joints, regardless of actual depthAvidth. Locations to be delennine i in the field by the engineer 13. Only to be used N requested by engineer prior to or during site restoration. EXHIBIT E2 TOTAL ESTIMATED PROJECT OUANTITIES ESTIMATED STREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT EST. QUAN. UNITEST. PRICE AMOUNT DUAN. ACT. QUAN. AMOUNT 1 2021.501 Mobibeation LS 1.00 $7500.00 $],500.00 1.00 S7RX) 0p 2 2104502 Salvage CastinStorm EA 3 5200.00 $600.00 3 5600.00 i 3 2104.503 Remove Curb &Gutter LF 95 $8.50 $80],50 95 $807.50 4 2104.503 Sawin Concrete Pavement Full Depth) LF 20 $5.00 $100. 20 $70700 5 2100.503 Sawin Bit Pavement FUII Depth) LF 140 $250 $350. 140 $350.0 2 6 2104 518 Remove Corxsete Pavement SF 100 $2.75 $275.00 100 5275.00 2 7 2104.518 Remove Bituminous Pavement SF 610 $1.00 $610.00 610 $610.00 8 2211.509 Aggregate Base Class 5 TN 10 $30.00 $300.0 10 5300.00 3 9 2232.504 MITI Bituminous Surface 1.5" BY 6370 $1.40 $891 BOD 8370 $8,918.00 10 2357.505 Bituminous Material For Tack Coat Gel 450 53.50 $1575.0 450 $1,575.00 11 2380.509 T SP 9.5 Wearin Course Mix 2,B TN 730 $79.00 $576]0. 730 $57670.00 0.509 Tyne SP 8.5 Bit Mixture for Patchi 2B-DrivewesB Trails TN 8 $120.00 $96000 8 $960.00 0.509 7 SP 12.5 Bt Mixture for Patching20 TN 2 $130.00 $260.00 2 5260.00 4 4.802 Adjust Valve Bax Flt 9 $300.0 $2700. 9 $2]00.00 5 4602 Adjust Valve Box- F&I New Valve Box To EA 4 $550.00 $2200.0 4 $2.200.0 6 4.602 Inflation5 stem Modifications EA 15 $80.00 $1200.00 15 $1200.00 7 06.502 Agjust Frame &Fri COStl -Sanity f25C6,607 EA 15 $600.00 $9.00.00 15 $9.00.00 89 W 502 Castin Assembly -Storm EA 1 $800.00 $800.0 1 b800.00 9 6.502 Install Castln -Slartn EA 3 $WO.00 5900.00 3 $900.00 10 6.602 Mud Exlstin Castin Rin s EA 21g000 545000 2 5450.0 11 6.607 Fill Catch Basin Sum Pour Invert CY8$5,200.0 8 $5.200.001.5M Concrete Curb antl Gulter Sumlounlable LF 95$2850.00 95 $2850.00 24 2531.504 6"COrxxale Drivewe Pavement SV 115990.00 11 $99000 12 25 2531.802 Gears and Patch Cone. CUM & Gutter Joint EA 5$250.0 5 $250.0 26 2563.801 Tmffic Cenvoi LS 1.00$1500.0 1.00 S1500.00 27 2573.502 Stoml Drein Inlet Pretecljon EA 81'w6 a $8 $1360.00 28 2574.507 Loam Topsoil Borrow L CV 10 $50.00 $500.00 10 $500.0 29 2674.50& FenilixerTyne 1 LB 2 $10.00 $20.00 2 $20.0 30 2575.504 SoddingType Lawn SV 40 $30.00 $1 200.00 40 $1,2D0 0 13 31 2575.505 Weeds re in AC 0.01 51000,00 $10.00 0.01 Et0.00 32 2582.503 4" Solid Une Paint LF 60 S0.501 $3000 e0 $30.00 33 2582.503 4" Doubt Solid Line Paint -Yellow LF 640 $1.00 8640.Op 640 $640.00 3a 35 2582.503 18"Solitl Line Pam-VvNte 2582.503 24" Sold Lina Pelnt- lNTlee LF LF 30 70 53.00 $5.00 $90.00 $350.00 30 70 $90,00 $350.0 36 2582518 Pavement Meana ePlead SF W $5001 5250 nni 50 $250W Estimated o 1:3 spat 00 0. $77,2000 Total Estimated Project Cost 6000$123,600.0lost;. $123, C.P. 2111E Notes: 1 Regardless Of typeldimenslon of dams. Includes sawcut of curb. Excavation and off-site disposal of material behind in necessary for removal and replacement of curb and gutter incidental to tv 2. Regardless of depth. 3. Removal of existing nark fill material from Curb I pavement edge Is incidental to this item prior to paving. Mill off entire wearing mums, Dispose of millings off -sae. 4. For valves not being exposed for repairs. Adjust valve box lop to grade, Item to be used If existing valve box top ran be adjusted, 5. Ilam to be used 8 existing valve box top is rusted shut and not adjustable. Remove existing valva box lop and F&I new valve box top Adjust to grade. 6. Based upon number or irlgamn heads removed I replaced. Item shall include all items necessary to temporarily dap existing systems, replace damaged lines, heads, adjust Systems, and return to pre -project condition or better. Mrk shall ba performed by a licensed imgation contractor. Contraclar shall make every effort to protect all systems, impact systems only if absolutely nemssi 7. Item includes plating structure, new concrete adjusting rings and Inl ield or Gator Wrap (sanitary sewer) Orwrap rings with geolexala fabric and concrete collar(storm sewer). 8. For use if salvaged structure breaks or is unuseable. 9. Item includes new conctete adjusting rings and In"Weld or Gator Wrap (sanitary sewer) orwrep rings with geneticists fabric and concrete dollar (storm sewer), 10 Protect waling, touch up mud on existing concrete adjustment rings Inside structure. I t Item shall include filling sump with Tedi -mix, pouring Invert, and constructing benches up t0 15 of pipe diameter. Item includes touching up doghouses as necessary. 12. Clean joint and patch with 3U18 compound. Average joint 3" wide x V deep, Item for all joints, regardless of actual depthAvidth. Locations to be delennine i in the field by the engineer 13. Only to be used N requested by engineer prior to or during site restoration. EXHIBIT E2 PRELIMINARY ANDOVER ASSESSMENT WORKSHEET Project Name: 2023 Mill & Overlay - Miller's Woods 1st and 2nd Additions Project No.: C.P. 23-11E Feasibility Report Contract Award Actual Construction Cost Date: 2/21/2023 Const. Amount: $123,600.00 Date: Amount: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1% of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Amount: Feasibility Amount $ 17,400.00 $ 3,710.00 $ 1,240.00 $ 20000 $ 250.00 $ 1,000.00 $ 1,300.00 $ 4,600.00 $ 29,700.00 24.029126% Amount: $ 153,300.00 ..n mice ncmwu �usis $ 123,600.00 Street Related Indirect Costs $ 29,700.00 Street Related Total Project Costs $ 153,300.00 Assessable Street Costs (25%) $ 38,300.00 City Street Costs (75%) $ 115,000.00 Feasibility Assessment Rate Per Unit $ 38,300.00 / 39 Units= $ 990.00 Bid Price Assessment Rate Per Unit $ - / 39 Units= $ . Actual Assessment Rate Per Unit / 39 Units= 23-11E Funding Summary Estimated Assessable Costs $ 37,620.00 (2) Estimated City Costs - Road and Bridge Fund $ 115,680.00 (2) Estimated City Costs - Trunk Water & Sewer Funds $ _ Total Estimated Project Costs $ 153,300.00 Note: 1) Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. 2) Assessment for Fire Station #3 included in City Costs EXHIBIT E3 2023 Mill & Overlay - Miller's Woods 1st & 2nd Additions: Preliminary Assessment Roll - City of Andover (City Project 23-11 E) RESIDENTIAL PROPERTIES - PID# Owner Name Property Address Plat Owner Address City State Zip Code Units Estimated Actual Assessment Assessment 133224320007 ANDOVER CITY OF 15929 CROSSTOWN BLVD NW 1685 CROSSTOWN BLVD ANDOVER MN 553D4 1 $ 990.00 $ - 133224320010 NOVAK, REBECCA 15930 OUVE ST NW MILLERS WOODS 15930 OUVE ST NW ANDOVER MN 553D4 1 E 990.00 $ - 133224320011 PRULL, COREY 15920 OLIVE ST NW MILLERSWOODS 15920 OLIVE ST NW ANDOVER MN 55304 1 $ 990.00 $ - 13322432D012 KALINA STEVEN 15910 OLIVE ST NW MILLERSWOODS 15910 OLIVE ST NW ANDOVER MN 553)4 1 $ 990.00 S - 133224320013 MILLERS WOODS HOMEOWNERS ASSOCIATION 15915 OUVE ST NW MILLERS WOODS 6102 OLSON MEMORIAL HWY OLDEN VALLE MN 55422 1 $ 990.00 $ - 133224330010 LARSEN TIFFANY 770159TH AVE NW MILLERS WOODS 770159TH AVE NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330011 ANDERSON, TAMMY M 758159TH AVE NW MILLERSWOODS 758159TH AVE NW ANDOVER MN 55304 1 S 990.001$ 133224330012 AMUNDSON, SHANNON 746159TH AVE NW MILLERS WOODS 746159TH AVE NW ANDOVER MN 55304 1 $ 990.00 S - 133224330013 DEICE, KERRI 734159TH AVE NW MILLERS WOODS 734159TH AVE NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330014 CEDARBERG TRUSTEE, RENEE SUSAN 15896 OLIVE ST NW MILLERS WOODS 15896 OUVE ST NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330015 CLAUSEN, CHRISTOPHER W 15878 OLIVE ST NW MILLERS WOODS 15878OUVESTNW ANDOVER MN 55304 1 $ 990.00 $ 133224330016 OLSON, MICAH 151395 OLIVE ST NW MILLERS WOODS 15895 OLIVE ST NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330D17 FRANTA. JO B 15883 OUVE ST NW MILLERS WOODS 15883 OLIVE ST NW ANDOVER MN 55304 1 $ 990.0D $ - 133224330022 JAEB. GREGORY 15860 OLIVE ST NW MILLERS WOODS SECOND ADDITION 15860 OLIVE ST NW ANDOVER MN 55364 1 $ 990.00 $ - 133224330023 NELSON, CAMERON GEORGE 15842 OLIVE ST NW MILLERS WOODS SECOND ADDITION 15842 DOVE ST NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330024 SCHOLL, VSAM 15824 OLIVE ST NW MILLERS WOODS SECOND ADDITION 15824 OLIVE ST NW ANDOVER I MN 1 55304 1 1 $ 990.00 $ 133224330025 LECALSEY, PAULA S 15871000E ST NW MILLERS WOODS SECOND ADDITION 15871 OLIVE ST NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330026 GABRIELSEN, JOYCE E 15859 OLIVE ST NW MILLERS WOODS SECOND ADDITION 15859 OLIVE ST NW ANDOVER MN 55304 1 $ 990.00 S - 133224330027 KIDDER BRANDON 15947 OLIVE ST NW MILLERS WOODS SECOND ADDITION 15847 OLIVE ST NW ANDOVER MN 55361 1 $ 990.00 $ 133224330028 ROBINSON. YOLANDA L 15935 OLIVE ST NW MILLERS WOODS SECOND ADDITION 15635 OLIVE ST NW ANDOVER MN 55304 1 $ 990.00 S 133224330029 HEITSCHMIDT, LYNNE M 15823 OLIVE ST NW MILLERS WOODS SECOND ADDITION 151123 OUVE ST NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330030 SCHMIDT SCOTT LEE 15811 OWE ST NW MILLERS WOODS SECOND ADDITION 15811 OLIVE ST NW ANDOVER MN 55304 1 S 990.00 $ - 133224330031 MEIER KARYN 679158TH AVE NW MILLERS WOODS SECOND ADDITION 679158TH AVE NW ANDOVER MN 553D4 1 F-990.00 $ - 133224330032 BAUMGARTNER. MICHELLE 667158TH AVE NW MILLERS WOODS SECOND ADDITION 667158TH AVE NW ANDOVER MN 55304 1 $ 990.00 S - 13322433DD33 PAPP,MALLORY 655158TH AVE NW MILLERS WOODS SECOND ADDITION 655158TH AVE NW ANDOVER I MN I 55307 1 is 990.00 $ 133224330034 GROEBNER TRUSTEE ANGELA B 643158TH AVE NW MILLERS WOODS SECOND ADDITION 643158TH AVE NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330035 NAIBERG. JOSEPH M 15828 NORWAY ST NW MILLERS WOODS SECOND ADDITION 15828 NORWAY ST NW ANDOVER MN 55307 1 $ 990.00 $ - 133224330036 SEM, MARY 712158TH AVE NW MILLERS WOODS SECOND ADDITION 712158TH AVE NW ANDOVER MN 55304 1 $ 990.00 S 133224330037 BUSAK, STEPHANIE D 702158TH AVE NW MILLERS WOODS SECOND ADDITION 702158TH AVE NW ANDOVER MN 55304 1 $ 99000 $ 133224330038 WALD. STEVEN 692158TH AVE NW MILLERS WOODS SECOND ADDITION 692158TH AVE NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330039 SCHWARTZ,JANEA 680158TH AVE NW MILLERS WOODS SECOND ADDITION 680158TH AVE NW ANDOVER MN 55307 1 $ 99(.00 S - 133224330040 CLASEMAN PAUL 668158TH AVE NW MILLERS WOODS SECOND ADDITION 668158TH AVE NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330D41 NEHRING ERIC 656158TH AVE NW MILLERS WOODS SECOND ADDITION 656158TH AVE ANDOVER MN 55304 1 $ 990.00 $ 133224330042 MAHONEY. JEFFREY LEE 644158TH AVE NW MILLERS WOODS SECOND ADDITION 644158TH AVE NW ANDOVER I MN 1 55304 1 Is 990.00 $ - 133224330043 LARSON TRUSTEE RODNEY 632158TH AVE NW MILLERS WOODS SECOND ADDITION 632158TH AVE NW ANDOVER MN 55304 1 $ 990.0) $ 133224330094 SMALLEY, MELANIE 15805 NORWAY ST NW MILLERS WOODS SECOND ADDITION 15805NORWAYSTNW ANDOVER MN 55304 1 $ 990.00 $ - 133224330045 KOUBA, ALANNA 15813 NORWAY ST NW MILLERS WOODS SECOND ADDITION 15813 NORWAY ST NW ANDOVER MN SSW 1 $ 990.00 $ 133224330)16 ISAACSON. GRANT T 15823 NORWAY ST NW MILLERS WOODS SECOND ADDITION 15823 NORWAY ST NW ANDOVER MN 55304 1 $ 990.00 $ - 133224330D47 ISMIDA, JEREMY E 15835 NORWAY ST NW MILLERS WOODS SECONDADDITION 15835 NORWAY ST NW ANDOVER MN 55304 1 S 990.00 8 - Totals 1 39 $ 38,610.00 $ - Notes1) Total Assessments do not exactly match the cost estimate due to rounding. EXHIBIT E4 Appendix F (Barnes Rolling Oaks 21d Addition: CP 23-11F): Exhibit Fl: Project Location / Assessed Parcels Map Exhibit F2: Preliminary Construction Cost Estimate Exhibit F3: Preliminary Assessment Worksheet Exhibit F4: Preliminary Assessment Roll 2023 Mill & Overlays - Barnes Rolling Oaks 2nd Addition City Project: 23 -IIF PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 23-11F Notes: 1. Regardless of depth, 2. MITI o6 entire wearing mum. Dispose of millings off-site. 3. Based upon number or irrigation heads removed / replaced. Item shall include all items necessary to temporarily rap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be perforated by a licensed irrigation combactor. Contractor shall make every effort to protect all systems, impact systems only if absolutely ne 4. Only to be used tl requested by engineer prior to or during site restoration. 5. Apalmon rate of 2,500 lb / sue minimum. Apply on all areas without erosion control blanket or sod. EXHIBIT F2 TOTAL ESTIMATED PROJECT QUANTITIES ESTIMATED STREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT EST. QUAN. UNIT .PRICE AMOUNT EST. QUAN. ACT. QUAN. AMOUNT 1 2021.501 Mobilization LS 1.00 $18,500.00 818500.00 1.00 $18.500.00 2 2104.503 Sawin Bit Pavement Full De ih LF 600 $2.50 51500.00 600 $1500.00 1 3 2704.518 Remove Bituminous Pavement SF 3,000 $7.00 $3,000.0 3,000 $3,000,Op 4 2211.509 Aggregate Base Class 5 TN 30 $30.00 $900.00 30 $900.00 2 5 2232.504 Milt Bituminous Surface 1" BY 26,580 $1.25 $33225.00 26580 $33225.00 6 2357.505 Bituminous Material For Tack Coal Gel 1,860 $3.50 $6,510.00 1,860 $6,510.0 7 2360.509 Ir- SP 9.5 Weadn Course Mu 2 B TN 2 640 $79.00 $208,560.00 2.640 $208,560.00 8 2360.509 T SP 9.5 Bit Mixture for Patching 2,B - Dmrewa s & Trails TN 55 $120.00 $6 600.00 55 $6,600.00 3 9 2504.602 lin allon System Modifications EA 5 $80.00 $400.00 5 $400.00 10 2563.601 Traffic Control LS 1 $1500.00 $1500.00 1.00 $1500.00 11 2573.503 Sedlment Control Lo Type Wood Chi LF 50 55.00 $250.00 50 $250.00 12 2574507 Loam To soil Borrow L Cy $7 600.00 190 $7 600.00 13 2574.508 FerBlizerT 1 LB $540.00 360 $540.00 4 14 2575.505 Weed S ra in AC 0 $900.00 0.90 $900.0015 2575.505 Seedin AC 0 $2700.00 1.80 $2,700.DD 16 2575.508 Seed Mixture 25-151 LB 4190$40.00 0 51800.00 360 $7 800.00 5 17 2575.508 H raulic Mulch Matrix LB 4 $13,500.00 4,500 $13,500.00 ma a ons con os70%Contlngea y$30,800.00 530,800.00 Tota/Estlmater/Pro%ect Cost$338,800.001 $336,800.00 C.P. 23-11F Notes: 1. Regardless of depth, 2. MITI o6 entire wearing mum. Dispose of millings off-site. 3. Based upon number or irrigation heads removed / replaced. Item shall include all items necessary to temporarily rap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be perforated by a licensed irrigation combactor. Contractor shall make every effort to protect all systems, impact systems only if absolutely ne 4. Only to be used tl requested by engineer prior to or during site restoration. 5. Apalmon rate of 2,500 lb / sue minimum. Apply on all areas without erosion control blanket or sod. EXHIBIT F2 Project Name: Project No. : Feasibility Report Contract Award Actual Construction Cost PRELIMINARY ANDOVER ASSESSMENT WORKSHEET 2023 Mill & Overlay - Barnes Rolling Oaks 2nd Addition C.P. 23-11 F Date: 2/21/2023 Date: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1%of street) Drainage Plan (0.3% of streettstorm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Const. Amount: $338,800.00 Amount: Amount: Feasibility Amount $ 45,800.00 $ 10,160.00 $ 3,390.00 $ 200.00 $ 250.00 $ 2,500.00 $ 3,400.00 $ 5,700.00 $ 71,400.00 21.074380% Amount: $ 410,200.00 wnsuucuun ocreei maiatea vests $ 338,800.00 Street Related Indirect Costs $ 71,400.00 Street Related Total Project Costs $ 410,200.00 Assessable Street Costs (25%) $ 102,600.00 City Street Costs (75%) $ 307,600.00 Feasibility Assessment Rate Per Unit $ 102,600.00 / 38 Units= $ 2,700.00 Bid Price Assessment Rate Per Unit $ - / 38 Units= $ _ Actual Assessment Rate Per Unit / 38 Units= 23-11F Funding Summary Estimated Assessable Costs $ 99,900.00 (2) Estimated City Costs - Road and Bridge Fund $ 310,300.00 (2) Estimated City Costs - Trunk Water & Sewer Funds $ _ Total Estimated Project Costs $ 410,200.00 Notes: 1) Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. 2) Assessment amount for Prairie Knoll Park included in City Costs. EXHIBIT F3 2023 Mill & Overlay - Barnes Rolling Oaks 2nd Addition: Preliminary Assessment Roll - City of Andover (City Project 23-11 FI RESIDENTIAL PROPERTIES PID# Owner Name Property Address Plat Owner Address City State Zip Code Units Estimated Actual Assessment Assessment 253224210005 NORTHERN NATURAL GAS CO 6XX 148TH LN NW BARNES ROLLING OAKS 2ND ADDITION PROPERTY TAX DEPT OMAHA NE 68103 1 $ 2,700.00 $ 253224220001 LYDEN DANIEL R & SUSAN A 765148TH LN NW BARNES ROLLING OAKS 2ND ADDITION 765148TH LN NW ANDOVER MN 55304 1 $ 2.700.00 $ - 253224220002 VIDERVOL, DENISE A 725148TH LN NW BARNES ROLLING OAKS 2ND ADDITION 725148TH LN NW ANDOVER MN 55304 1 $ 2,70D.00 $ 253224220003 LINEHAN JAMES M&PAULA J 66514BTH LN NW BARNES ROLLING OAKS 2ND ADDITION 665148TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 253224220004 BRENNY SEVERIN N&CAROL A 645148TH LN NW BARNES ROWNG OAKS 2ND ADDITION 645148TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ - 253224220005 PETRICH TRUSTEE, THOMAS J 14815 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14815 PALM ST NW ANDOVER MN 55304 1 $ 2,70D.00 S 2532242200055 OLSON, EUGENE E 14755 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14755 PALM ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 253224220007 HEILMAN MARTIN K & CYNTHIA 720148TH LN NW BARNES ROLLING OAKS 2ND ADDITION 720148TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 253224220008 JENSEN KEITH M & E A 14705 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14705 PALM ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 253224220009 ONEIL MICHAEL K & CARRIE M 715146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 715146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 253224220011 ANDOVER CITY OF 595146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 1685 CROSSTOWN BLVD NW ANDOVER MN 55304 1 $ 2,700.00 $ 253224230001 SOLBERG KATHLEEN F 14655 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14655 PALM ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 253224230002 HAMMER, TONY 770146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 770146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 E 253224230003 GRORUD DAVID C & DIANE M 14545 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14545 PALM ST NW ANDOVER MN 55304 1 $ 2,700.00 $ - 253224230005 POLZIN JUSTIN 710146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 710146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 253224230006 AUS GARY S & LORI S 650146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 650146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 253224240005 KULIKOVSKYI IVAN 58D 146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 580146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 E 263224110004 LUNDQUIST TRUSTEE, LYLE HOWARD 945148TH LN NW BARNES ROLLING OAKS 2ND ADDITION 945148TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 26322411000.5 LINDQUIST TRUSTEE, DOUGLAS G 885148TH LN NW BARNES ROLLING OAKS 2ND ADDITION 885148TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110006 PAHL. JOHN 14870 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14870 PALM ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110007 KOENES, KATIE LYNN 930148TH LN NW BARNES ROWNG OAKS 2ND ADDITION 930148TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110MB KRULL, VICTOR 880148TH LN NW BARNES ROWNG OAKS 2ND ADDITION 880148TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110009 MARTIN, PATRICK ALBERT 14810 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14810 PALM ST NW ANDOVER MN 55304 1 $ 2,700.00 S 263224110010 BARON NORDEEN R & MARY C 14750 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14750 PALM ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110011 LUKE. GARY D 14755 SYCAMORE ST NW BARNES ROLLING OAKS 2ND ADDITION 14755 SYCAMORE ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110012 MATUSKA KEITH A& LORI A 14701 SYCAMORE ST NW BARNES ROLLING OAKS 2ND ADDITION 14701 SYCAMORE ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110013 RYNO THOMAS & ROCHELLE 14700 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14700 PALM ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110015 VANG, NA T 14700 SYCAMORE ST NW BARNES ROLLING OAKS 2ND ADDITION 14700 SYCAMORE ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110016 KRANZJOSHUAI 14760 SYCAMORE ST NW BARNES ROLLING OAKS 2ND ADDITION 14760 SYCAMORE ST NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224110017 KEYES HAROLD EJR 14820 SYCAMORE ST NW BARNES ROLLING OAKS 2ND ADDITION 14820 SYCAMORE ST NW ANDOVER MN 55304 1 $ 2,700.00 $ - 263224140004 NORD DANIEL A 14540 PALM ST NW BARNES ROLLING OAKS 2ND ADDITION 14540 PALM ST NW ANDOVER MN 55304 1 $ 2.700.00 $ 263224140005 ROSENBUSH ROXANNE 840146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 840146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224140006 CISON, MICHAEL 890146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 890146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ - 263224140007 KIRKEIDE DELAINE&ELIZABETH 950146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 950146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224140009 SISSON LUCILLEH 835146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 835146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ - 263224140010 MCLEAN SEAN 885146TH LN NW BARNES ROLLING OAKS 2ND ADDITION 885146TH LN NW ANDOVER MN 55304 1 $ 2,700.00 $ 263224140011 2015-31H2 BORROWER LP 14655 SYCAMORE ST NW BARNES ROLLING OAKS 2ND ADDITION 1717 MAIN ST STE 2000 DALLAS TX 75201 1 $ 2,700.00 $ 263224140012 HAN, SUSAN L 14650 SYCAMORE ST NW BARNES ROLLING OAKS 2ND ADDITION 14650 SYCAMORE ST NW ANDOVER MN 55304 1 E 2.700.00 E - Totals 38 $ 102,600.00 $ Notes. 1) Total Assessrnents do not exactly match the cost estimate due to rounding. EXHIBIT F4 Appendix G (Nature's Run: CP 23-11G): Exhibit GI: Project Location / Assessed Parcels Map Exhibit G2: Preliminary Construction Cost Estimate Exhibit G3: Preliminary Assessment Worksheet Exhibit G4: Preliminary Assessment Roll 2023 Mill & Overlays - Nature's Run City Project: 23-11G PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 23.11G Notes: 1. Regardless of type/dimension of cum. Includes sawral of cum. Excavation and off-site disposal of material behind curb necessary for removal and replacement of curb and gutter incident¢ 2. Regardless of depth. 3. Removal of existing crack fill material from am / pavement edge is incidental to this item prior to paving. Mill off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box top to grade. Item to be used if existing valve box top can be adjusted. 5. Item to be used If existing valve box top is rusted shut and not adjustable. Remove existing valve box top and F&I new valve box lop. Adjust to grade. 6. Based upon number or litigation heads removed / replaced. Item shall include all items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only if absolutety nE 7. Item Includes plating structure, new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotexUle fabric and concrete collar (storm sewer). 8. For use if salvaged structure breaks or is unuseable. 9. Item includes new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotedile fabric and concrete collar (stone sewer). 10. Protect vesting, touch up Mud on existing concrete adjustment rings Inside structure. 11. Item shall include filling sump with recti -mix, pouring Invert, and constructing benches up to 1/3 of pipe diameter. Item incudes touching up doghouses as necessary. 12. Clean joint and patch with 3018 compound. Average joint 3"widex I" deep. Item for all joints, regardless ofacdual depthAvidth. Locations to be determined in the field by the engineer. 13. Only to be used ff requested by engineer prior to or during site restoration. EXHIBIT G2 TOTAL ESTIMATED PROJECT QUANTITIES ESTIMATED STREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT EST. QUAN. UNIT PRICE. AMOUNT EST. QUAN.. ACT. QUAN. .AMOUNT 1 2021.501 Mobilization LS 1.00 $4500.00 $4,500.00 1.00 $4,500.00 2 2104.502 Salvage Carding Stone EA 2 $200.00 $400.00 2 $000.00 1 3 2104.503 Remove Cum & Gutter LF 75 58.50 $637.50 75 $837.50 4 2104.503 Stil Bit Pavement Full Depth) LF 120 $2.50 $300.00 120 $300.00 2 5 2104.578 Remove Bituminous Pavement SF 580 $1.00 $580.00 580 $580.00 6 2211.509 re ate Base Class 5 TN 8 $30.00 $240.00 8 $240.00 3 7 2232.504 MIII Biwminous Surface 1" SY 6 100 $1.25 $7 625.00 6 100 $7,625.00 B 2357.508 Bituminous Material For Teck Coal Gal 430 $3.50 $1.505.00 430 $1 505.00 9 2360.509 T e SP 9.5 WearingCourse Mix (2,B) TN 520 $79.00 S41,080.0 $20 $41,080.00 10 2360.509 Type SP 9.5 Bit Mixture for Patching (2,B) - Driveways & Treiis TN 8 $120.00 $960.00 8 $960.00 11 2360.509 T e SP 125 Bit Mixture for Patching2.8 TN 2 $130.0 $260.00 2 $280.00 4 12 2504.602 Adjust Valve Box EA 3 $300.00 $900.00 3 $900.00 $900.00 5 13 2504.602 Adusl Valve Box- F&I New Valve Box To EA 2 $550.00 $1 100.00 2 $ 6 14 2504.802 Ini etlon System Modifications EA 10 $80.00 $800.00 10 $800.00 7 15 2506.502 Must Frame &Rin Caslin-Sanite EA 14 $600.00 $8400.00 14 $8,400.00 8 9 16 2506.502 Cason Assembly- Stwm EA 1 $800.00 $800.00 1 E&OO.DD 9 17 2508.502 Install Casting -Storm EA 2 $300.00 $600.00 2 $600.00 10 18 2506.602 Mud ExistingCasting Rings EA 7 $225.00 $1,575.00 7 $1,575.00 11 79 2506.607 Fill Catch Basin Sum Pour Invert CY 8 $650.00 $5200.00 8 $5200.00 12 20 21 2531.503 Concrete Cum and Gutter Surmountable 2531.602 Clean and Patch Coal Cum & Gutter Joint LF EA 75 10 $30.00 $50.00 $2250.00 $500.00 75 10 $2250.00 $500.00 22 2563.601 Traffic Control LS 1.00 $1,000.00 $1,000.00 1.00 $1,000.00 23 2573.502 Storm Drain Inlet Protection EA 6 $170.DD $1.020.00 6$1 020.00 24 2573.503 Sediment Control Lo Type Wood ChipLF 50 $5.00 $250.00 50 $250.00 25 2574.507 Loam Topsoil Borrow L CY 9 $50.00 5450.00 9 $450.00 26 2574.508 Fertilizer Type 1 LB LB 2 $70.00 $20.00 2 $20.00 27 2575.504 SoddingType Lam 30 $30.00 $900.001 30 $900.00 13 28 2575.505 Weeds re in AC 0.01 $1000.00 $10.00 0.01 $10.00 29 2582.503 4" Solid Line Paint LF 55 $1.00 $55.00 55 $55.00 30 2582.503 4" Double Solid Line Paint - Yellow LF 740 $2.00 $280.00 140 $280.00 31 2562503 18"So"' Line Paint - While LF 40 $3.00 $120.00 40 $120.00 32 2582.518 Pavement Messa a Paint s ma SF ons e n os 30 $5.00 $150.00 30 $150.00 10%Condngercy $8,500.00 $8,500.00 Total Estimated ProJect Cost $93,000.00 $93,000.00 C.P. 23.11G Notes: 1. Regardless of type/dimension of cum. Includes sawral of cum. Excavation and off-site disposal of material behind curb necessary for removal and replacement of curb and gutter incident¢ 2. Regardless of depth. 3. Removal of existing crack fill material from am / pavement edge is incidental to this item prior to paving. Mill off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box top to grade. Item to be used if existing valve box top can be adjusted. 5. Item to be used If existing valve box top is rusted shut and not adjustable. Remove existing valve box top and F&I new valve box lop. Adjust to grade. 6. Based upon number or litigation heads removed / replaced. Item shall include all items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only if absolutety nE 7. Item Includes plating structure, new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotexUle fabric and concrete collar (storm sewer). 8. For use if salvaged structure breaks or is unuseable. 9. Item includes new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotedile fabric and concrete collar (stone sewer). 10. Protect vesting, touch up Mud on existing concrete adjustment rings Inside structure. 11. Item shall include filling sump with recti -mix, pouring Invert, and constructing benches up to 1/3 of pipe diameter. Item incudes touching up doghouses as necessary. 12. Clean joint and patch with 3018 compound. Average joint 3"widex I" deep. Item for all joints, regardless ofacdual depthAvidth. Locations to be determined in the field by the engineer. 13. Only to be used ff requested by engineer prior to or during site restoration. EXHIBIT G2 Project Name: Project No. : Feasibility Report Contract Award Actual Construction Cost PRELIMINARY ANDOVER ASSESSMENT WORKSHEET 2023 Mill & Overlay - Nature's Run C.P. 23-11G Date: 2/21/2023 Date: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1 % of street) Drainage Plan (0.3% of streettstorm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Const. Amount: $93,000.00 Amount: Amount: Feasibility Amount $ 12,100.00 $ 2,790.00 $ 930.00 $ 200.00 $ 250.00 $ 1,000.00 $ 1,000.00 $ 4,200.00 $ 22,500.00 24.193548% Amount: $ 115,500.00 Street Related Indirect Costs $ 22,500.00 Street Related Total Project Costs $ 115,500.00 Assessable Street Costs (25%) $ 28,900.00 City Street Costs (75%) $ 86,600.00 Feasibility Assessment Rate Per Unit $ 28,900.00 / 54 Units= $ 540.00 Bid Price Assessment Rate Per Unit $ - / 54 Units= $ - Actual Assessment Rate Per Unit / 54 Units= 23-11G Funding Summary Estimated Assessable Costs $ 29,160.00 Estimated City Costs - Road and Bridge Fund $ 86,340.00 Estimated City Costs - Trunk Water & Sewer Funds $ - Total Estimated Project Costs $ 115,500.00 Note: Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. EXHIBIT G3 2023 Mill & Overlay - Nature's Run: Preliminary Assessment Roll - City of Andover (City Project 23-11 G) RESIDENTIAL PROPERTIES - ---'- PID # Owner Name Property Address Plat Owner Address city State Zip Code Units Estimated Assessment Actual Assessment 273224410065 ERICKSON, GAYNELLE V 14460 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14460 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 $ - 273224410066 PRIDDY. BARBARA 14456 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14456 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410067 HAMRE, DEAN R 14450 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14450 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410068 ABRAHAMSON, SUZANNE M 14446 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14446 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410069 FISHER JOHN FRANCIS 14440 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14440 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410070 HAUSER TRUSTEE JANAE ROCHELLE 14436 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 19935 WING TIP RD LORADO SPRIN CO 80908 1 $ 540.00 $ - 273224410071 MENDEL SR, DONALD G. 14430 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14430 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410072 BAUER, CARA R 14426 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14426 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410073 LEIBRICH DONNA 14420 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14420 HUMMINGBIRD ST NW ANDOVER MN 55304 1 S 540.00 E - 273224410074 TASSONI JR, ANTHONY 14416 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14416 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 S - 273224410075 MESSERLI, CHRISTOPHER 14410 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14410 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540,00 E - 27322441D076 LINDEEN, JACQUELINE A 14406 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14406 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410077 MCDERMOTT, MARK E 14400 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14400 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 E - 273224410078 WILLIAMS. STEPHANIE A 14396 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14396 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 S - 273224410079 DORN, BRIAN 14390 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14390 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 S - 273224410080 USY, SCOTT 14386 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14386 HUMMINGBIRD ST NW ANDOVER MN 553D4 1 S 540.00 E - 273224410081 BYLANDER MICHELLE ANN 14380 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14380 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 $ 273224410082 HUBERANGELLE 14376 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14215 CRANE ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410083 HOMICH, ANDREW 14370 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 1946157TH LN NW ANDOVER MN 55304 1 E 540.00 S 273224410084 DERART, ROBERT 14366 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14366 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 S 273224410085 SUFKA, WILLIAM L 14360 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14360 HUMMINGBIRD ST NW ANDOVER MN 55304 1 S 540.00 E 273224410086 LARSEN, JULIE A 14356 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14356 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E 273224410087 JOHNSON WILLIAM E 14350 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14350 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 $ - 27322441D088 TUCKER, CYNTHIA 14346 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14346 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 S - 273224410089 CARLSON. WENDI A 14340 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14340 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410090 BURCKHARD, ISABEL 14336 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14336 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E - 27322441D091 B & 8 TAYLOR PROPERTIES LLC 14330 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 13967 NORWAY ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410092 ROSS PATRICK 14326 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14326 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 S - 27322441D095 LARSON WAYNE E & PATRICIA A 14343 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14343 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 $ - 27322441D096 SEARS, JEFFREY W 14347 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14347 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 E - 273224410097 HILLSTROM COLLEEN M 14357 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14357 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 $ - 273224410098 ROHADY, JO 14361 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14361 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410099 KAROL GAYLE 14389 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14389 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E - 273224410100 OWEN TRUSTEE ANGY W 14393 HUMMINGBIRD ST NW CIC N096 NATURES RUN 14393 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540,DD E - 273224410101 CARTERJILL 14399 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14399 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410102 INEVALA, JANET 114403 HUMMINGBIRD ST NW ICIC NO 96 NATURES RUN 114403 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 $ - 273224410103 1HENDRICKSON, DAVID A 114409 HUMMINGBIRD ST NW ICIC NO 96 NATURES RUN 114409 HUMMINGBIRD ST NW ANDOVER MN 55304 1 E 540.00 E EXHIBIT G4 PID# Owner Name Property Address Plat Owner Address City State I Zip Code Units Estimated Assessment Actual Assessment 273224410104 WEBB, BARBARA A 14413 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14413 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410105 SMEBAK, SALLY 14419 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14419 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410106 MELLING MELODIE JOY 14423 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14423 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410107 VANDECAR, JODI LYNN 14429 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14429 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410108 MIRITI, ROSE W 14433 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14433 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410109 MANSARRAY, CATHERINE A 14439 HUMMINGBIRD CT NW CIC NO 96 NATURES RUN 14439 HUMMINGBIRD CT NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410110 ZMUDA, MARK 14443 HUMMINGBIRD CT NW CIC NO 96 NATURES RUN 14443 HUMMINGBIRD CT NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410111 AYIM, JACK 0 14449 HUMMINGBIRD CT NW CIC NO 96 NATURES RUN 14449 HUMMINGBIRD CT NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410112 THUNSTROM, KATE T 14453 HUMMINGBIRD CT NW CIC NO 96 NATURES RUN 14453 HUMMINGBIRD CT NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410113 HARTMAN, BETTY A 14459 HUMMINGBIRD CT NW CIC NO 96 NATURES RUN 14459 HUMMINGBIRD CT NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410114 HALVERSON MARSHA A 14463 HUMMINGBIRD CT NW CIC NO 96 NATURES RUN 14463 HUMMINGBIRD CT NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410115 JONES II, ALLEN JOHN 14469 HUMMINGBIRD CT NW CIC NO 96 NATURES RUN 14469 HUMMINGBIRD CT NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410116 AMMERMAN MITCHELL L 14473 HUMMINGBIRD CT NW CIC NO 96 NATURES RUN 16947 SUNSET TRL PINE CITY MN 55063 1 $ 540.00 $ - 273224410117 TAYLOR, JENNI R 14479 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14479 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410118 JOHNSON RICHARD 14483 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14483 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410119 SCHUH, BECKY LEE 14489 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14489 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - 273224410120 SCHWICHTENBERG ROBERT 14493 HUMMINGBIRD ST NW CIC NO 96 NATURES RUN 14493 HUMMINGBIRD ST NW ANDOVER MN 55304 1 $ 540.00 $ - Totals I 1 1 54 $ 29,160.00 1 $ - Notes: 1) Total Assessments do not exactly match the cost estimate due to rounding. EXHIBIT G4 Appendix H (Village at Andover Station: CP 23-11H): Exhibit Hl: Project Location / Assessed Parcels Map Exhibit H2: Preliminary Construction Cost Estimate Exhibit H3: Preliminary Assessment Worksheet Exhibit 1-14: Preliminary Assessment Roll 2023 Mill & Overlays - Village at Andover Station City Project: 23-11H PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 23-11H Notes: 1. Regardless of typeli imension of curb. Includes sawcut of curb. Excavation and off-site disposal of material behind curb necessary for removal and replacement of curb and gutter incldenta 2. Regardless of depth, 3. Removal of existing crack fill material from curb / pavement edge is Inddenlal to this Item prior to paving. MITI off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box lop to grade. Item to be used if existing valve box top can be adjusted. 5. Item to be used If existing valve box top is rusted shut and not adjustable. Remove existing valve box top and F81 new valve box top. Adjust to grade. 6. Based upon number or irrigation heads removed / replaced, Item shall include all Items necessary to temporarily cap existing systems. replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only if absolutely nE 7. Item includes plating structure, new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotexble fabric and concrete collar (storm sewer). 8. For use if salvaged structure breaks or Is unuseable. 9. Item include. new concrete adjusting rings and In&Shield or Gator Wrap (sanitary sewer) or wrap rings win geolextile fabric and concrete collar (storm sewer). 10. Protect casting, touch up mud on existing concrete adjustment rings Inside structure. 11. Item shall include filling sump with redi-mix, pouring Invert, and constructing benches up to 1/3 of pipe diameter. Item includes touching up doghouses as necessary. 12. Clean joint and patch with 3UI 8 compound. Averagejomt3"widex V deep. Item for all joints, regardless ofaclual depWwidlh. Locations to be determined in the field by the engineer. 13. Only to be used A requested by engineer prior to or during site restoration. EXHIBIT H2 TOTAL ESTIMATED PROJECT QUANTITIES ESTIMATED STREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT - EST. QUAN, UNIT PRICE AMOUNT EST. QUAN. ACT. CLAN. AMOUNT 1 2021.501 Mobillzation LS 1.00 $3,500.00 $3,500.00 1.00 $3,500.00 2 2104.502 Salvage CastinStorm EA 4 $200.00 $800.00 4 $800.00 1 3 2104.503 Remove Curb 8 Gutter LF 1101 $8.50 $935.00 110 $935.00 4 2104.503 Sawing Bit Pavement Full Depth) LF 2701 $2.50 $675.00 270 5675.00 2 5 2104.518 Remove Bituminous Pavement SF 1)40 $1.00 $1,740.00 1,740 $1.740.00 6 2211.509 Aggregate Base Class 5 TN 15 $30.00 $450.00 15 $450.00 3 7 2232.504 Mill Bituminous Surface 1" SV 2430 $1.25 $3.037.501 2.430 $3037.50 8 2357.506 Bituminous Material For Teck Coat Gal 170 $3.50 $595.00 170 $595.00 9 236D.509 Type SP 9.5 Wearing Course Mix 2,B TN 210 $79.00 $16590.00 210 $18,590.00 10 2360.509 T e SP 9.5 Bit Mixture for Patching 2.B - Driveways & Trails TN 28 $120.00 53360.00 28 $3360.00 11 2360.509 Type SP 12.5 Bit Mixture for Patching2.8 TN 3 $130.00 $390.00 3 $390.00 4 12 1 2504.602 Act ust Valve Box EA 3 $300.00 $900.00 3 $900.00 5 13 1 2504.602 Aclust Valve Box- F81 New Valve Box Top EA 2 $550.00 $1,100.00 2 $1,100.00 6 14 1 2504.602 Ini atien System Modifications EA 10 $80.00 5800.00 10 $800.00 7 15 2506.502 Adjust France 8 Ring Casting - Sanitary EA 8 $600.00 $4,800.00 8 54.800.00 B9 16 2506.502 Casting Assembly -Steri EA 1 $800.00 5800.00 1 $800.00 9 17 2506.502 Install Castin -Storm EA 4 $300.00 $1200.00 4 $1,200.00 10 18 2506.602 Mud Existino Castino Rings EA 9 $225.00 $2.025.001 9 $2,025.00 11 /9 2506.607 FIII Catch Basin Sum Pour Invert CY 7 $650.00 $4.550.001 7 $4,550.00 20 2531.503 Concrete Curb and Gutter Surmountable LF 110 $30.00 $3300.00 110 $3,300.00 12 21 2531.602 Clean and Patch Conc. Curb B Gutter Joint EA 5 $50.00 $250.00 5 $250.00 22 2563.601 Traffic Control LS 1.00 $1000.00 51000.00 1.00 $1000.00 23 2573.502 Storm Drain Inlet Protection EA 9 $170.00 $1,530.0 9 $1 530.00 24 2573.503 Sediment Control Lo Type Wood Chi LF 50 $5.00 $250.00 50 $250.00 25 2574.507 Loam Topsoil Borrow L CV 12 $50.00 $600.00 12 $600.00 26 2574.508 Fertilizer e1 LB 2 $10.00 $20.00 2 $20.00 27 2575.504 SoddingType Lam SV 40 530.00 $1200.00 4 $$1200.00 13 28 2575.505 Weed S re in AC 0.01 $5,000.0) $50.00 0.01 $50.00 29 2582.503 18"Solid Line Paint - white s maled LF Constnuctic7 cost 30 $3.00 $90.00 30 $90.00 "6 5007 10%Contingency $5,700.00 $5,700.00 Tota/ Estrmamd Project Cost $62,200.001$62,200.00 C.P. 23-11H Notes: 1. Regardless of typeli imension of curb. Includes sawcut of curb. Excavation and off-site disposal of material behind curb necessary for removal and replacement of curb and gutter incldenta 2. Regardless of depth, 3. Removal of existing crack fill material from curb / pavement edge is Inddenlal to this Item prior to paving. MITI off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box lop to grade. Item to be used if existing valve box top can be adjusted. 5. Item to be used If existing valve box top is rusted shut and not adjustable. Remove existing valve box top and F81 new valve box top. Adjust to grade. 6. Based upon number or irrigation heads removed / replaced, Item shall include all Items necessary to temporarily cap existing systems. replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only if absolutely nE 7. Item includes plating structure, new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotexble fabric and concrete collar (storm sewer). 8. For use if salvaged structure breaks or Is unuseable. 9. Item include. new concrete adjusting rings and In&Shield or Gator Wrap (sanitary sewer) or wrap rings win geolextile fabric and concrete collar (storm sewer). 10. Protect casting, touch up mud on existing concrete adjustment rings Inside structure. 11. Item shall include filling sump with redi-mix, pouring Invert, and constructing benches up to 1/3 of pipe diameter. Item includes touching up doghouses as necessary. 12. Clean joint and patch with 3UI 8 compound. Averagejomt3"widex V deep. Item for all joints, regardless ofaclual depWwidlh. Locations to be determined in the field by the engineer. 13. Only to be used A requested by engineer prior to or during site restoration. EXHIBIT H2 Project Name: Project No. : Feasibility Report Contract Award Actual Construction Cost PRELIMINARY ANDOVER ASSESSMENT WORKSHEET 2023 Mill & Overlay - Village at Andover Station C.P. 23-11 H Date: 2/21/2023 Date: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1 % of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Const. Amount: $62,200.00 Amount: Amount: Feasibility Amount $ 8,100.00 $ 1,870.00 $ 620.00 $ 200.00 $ 250.00 $ 500.00 $ 700.00 $ 3,200.00 $ 15,400.00 24.758842% Amount: $ 77,600.00 wubuuuiun aueet Neiacea Uoscs $ 62,200 00 Street Related Indirect Costs $ 15,400.00 Street Related Total Project Costs $ 77,600.00 Assessable Street Costs (25%) $ 19,400.00 City Street Costs (75%) $ 58,200.00 Feasibility Assessment Rate Per Unit $ 19,400.00 / 75 Units= $ 260.00 Bid Price Assessment Rate Per Unit $ - / 75 Units= $ - Actual Assessment Rate Per Unit / 75 Units= 23-11H Funding Summary Estimated Assessable Costs $ 19,500.00 Estimated City Costs -Road and Bridge Fund $ 58,100.00 ,Estimated City Costs - Trunk Water & Sewer Funds $ - Total Estimated Project Costs $ 77,600.00 Note: Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. EXHIBIT H3 2023 Mill & Overlay - Village at Andover Station: Preliminary Assessment Roll - City of Andover (City Project 23-11 H) RESIDENTIAL PROPERTIES _ PID# Owner Name Property Address plat Dener Address City State Zip Code Units Estimated Assessment Actual Assessment 34322431D067 PETERSON, AARICA 13624 PARTRIDGE CIR NW THE VILL AT AND STATION 13624 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 S - 34322431D068 BORDEN LAUREN M 13622 PARTRIDGE CIR NW THE ALL AT AND STATION 13622 PARTRIDGE CIR NW ANDOVER MN 553D4 1 $ 260.00 E - 343224310069 BLACHFELNER KATHY 13620 PARTRIDGE CIR NW THE VILL AT AND STATION 13620 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310070 DC INVESTMENTS MINNESOTA LLC 13618 PARTRIDGE CIR NW THE ALL AT AND STATION 11704 ARNOLD PALMER TRL NE BLAINE MN 55449 1 $ 260.00 $ - 343224310071 PARKS, MICHELLE R 13610PARTPIDGECIRNW THE ALL AT AND STATION 13610 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ 343224310072 LUDWIG, KEITH 13612 PARTRIDGE CIRNW THE ALL AT AND STATION 13612 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 26D.00 $ - 343224310D73 BIRCHER, JONI KARLA 13614 PARTRIDGE CIR NW THE VILL AT AND STATION 13614 PARTRIDGE CIR NW ANDOVER MN 55304 1 E 260.00 $ - 343224310074 BUCHHOLZ JAIEMAHSON 13616 PARTRIDGE CIR NW THE VILL AT AND STATION 13616 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310075 SMITH DANIELLE 13604 PARTRIDGE CIR NW THE VILL AT AND STATION 13604 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310076 ZWART, TONY T 13602 PARTRIDGE CIR NW THE VILL AT AND STATION 12464 NATIONAL ST NE BLAINE MN 55449 1 $ 260.00 $ 343224310077 JORGENSON MANAGEMENT LLC 13600 PARTRIDGE CIR NW THE VILL AT AND STATION 14172 BLACKFOOT ST NW ANDOVER MN 55304 1 S 260.00 $ - 343224310078 AKER CECILE 13598 PARTRIDGE CIR NW THE VILL AT AND STATION 34722ND AVE BE CAMBRIDGE MN 55008 1 S 260.00 $ - 343224310079 GILBERTSON, TRACY 13590 PARTRIDGE CIR NW THE VILL AT AND STATION 13590 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 E - 343224310080 SAN BUENAVENTURA TRUSTEE L GINA 13592 PARTRIDGE CIR NW THE VILL AT AND STATION 13592 PARTRIDGE CIR NW ANDOVER MN 553D4 1 S 260.00 $ 343224310081 NG, SHIRLEY 13594 PARTRIDGE CIR NW THE VILL AT AND STATION 2589116TH AVE NE BLAINE MN 55449 1 S 260.00 E - 343224310082 COLLISON, ELAINE KAY 13596 PARTRIDGE CIR NW THE VILL AT AND STATION 13596 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 26D.00 $ - 343224310083 ARTMANN, DOROTHY 13584 PARTRIDGE CIR NW THE VILL AT AND STATION 13578 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.OD $ - 343224310D84 VESALL. STEVEN IS 13582 PARTRIDGE CIR NW THE VILL AT AND STATION 13582 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 34322431DD85 ARTMANNDOROTHY 13578 PARTRIDGE CIR NW THE VILL AT AND STATION 13578 PARTRIDGE CIR NW ANDOVER MN 553D4 1 $ 260.00 $ - 34322431DD86 CANTU, KEITH 13576 PARTRIDGE CIR NW THE ALL AT AND STATION 13576 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310087 CHEN, HUIMING 13574 PARTRIDGE CIR NW THE VILL AT AND STATION 8756188TH ST LAKEVILLE MN 55044 1 $ 260.00 $ - 343224310088 JORGENSON MANAGEMENT LLC 13572 PARTRIDGE CIR NW THE VILL AT AND STATION 14172 BLACKFOOT ST NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310089 ELSA AND WAI WONG LLC 13570 PARTRIDGE CIR NW THE VILL AT AND STATION 14079 ORCHID ST NW ANDOVER MN 553134 1 $ 260.00 $ - 343224310090 KING SONITA MICHELLE 13562 PARTRIDGE CIR NW THE ALL AT AND STATION 13562 PARTRIDGE CIR NW ANDOVER MN 55301 1 E 260.00 E - 343224310091 CHRISTIANSON, DEBRA JO 13564 PARTRIDGE CIR NW THE ALL AT AND STATION 13564 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 It - 343224310092 BREEN, LINDA MAY 13566 PARTRIDGE CIR NW THE ALL AT AND STATION 13566 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310093 NICHOLSON, MARY THERESE 13568 PARTRIDGE CIR NW THE ALL AT AND STATION 13568 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310094 CANTU, KEITH 13556 PARTRIDGE CIR NW THE VILL AT AND STATION 3400126TH CIR NE BLAINE MN 55449 1 $ 260,00 $ - 343224310095 FOSCHI TRUSTEE, MICHAEL J 13554 PARTRIDGE CIR NW THE ALL AT AND STATION 14932 BACKDAHL RD CROSSLAKE MN 56442 1 $ 260.00 $ - 343224310096 DULANEY. ANTHONY D 13552 PARTRIDGE CIR NW THE ALL AT AND STATION 13552PARTMDGECIRNW ANDOVER MN 553D4 1 $ 260.00 $ - 343224310D97 BEYER KATHRYN S TRUSTEE 13550 PARTRIDGE CIR NW THE VILL AT AND STATION 13550 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310D98 NIGHTINGALE BRIELLE 13542 PARTRIDGE CIR NW THE VILL AT AND STATION 13542 PARTRIDGE CIR NW ANDOVER MN 55304 1 E 260.00 $ 343224310099 LIN, YU XIA 13544 PARTRIDGE CIR NW THE VILL AT AND STATION 8550 S POND TRL APT B CHAMPLIN MN 55316 1 $ 260.00 $ - 343224310100 LINDSTROM TRUSTEE, SHARON F 13546 PARTRIDGE CIR NW THE ALL AT AND STATION 13020 ULYSSES ST NE BLAINE MN 55434 1 $ 260.00 $ 343224310101 NIEDENFUER ANDREW T 1354BtARTM2 ECIRNW THE ALL AT AND STATION 365 NICOLLET MALL STE 1615 MINNEAPOLIS MN 55401 1 $ 260.00 E - 343224310102 MANDERFIELD. DAVID 13536 PARTRIDGE CIR NW THE ALL AT AND STATION 13536PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 E - 343224310103 TW IN CAM INVESTMENTS LLC 13534 PARTRIDGE CIR NW THE VILL AT AND STATION 6587 HARBOR BEACH PRIOR LAKE MN 55372 1 E 260.00 E - 343224310104 FOSCHI TRUSTEE, CLAUDIAJ 13532 PARTRIDGE CIR NW THE ALLATAND STATION 114932 BACKDAHL RD CROSSLAKE MN 56442 1 $ 260.00 E - EXHIBIT H4 PID# Owner Name Property Address Plat Owner Address City State Zip Code Units Estimated Assessment Actual Assessment 343224310105 APPLIN LEAH 13530 PARTRIDGE CIR NW THE VILL AT AND STATION 13530 PARTRIDGE ORES NW ANDOVER MN 55304 1 $ 260.00 $ 343224310106 CHEVALIER CHANDRA 13522 PARTRIDGE CIR NW THE VILL AT AND STATION 13522 PARTRIDGE OR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310107 YANG, YU PING 13524 PARTRIDGE CIR NW THE VILL AT AND STATION 13821 MARTIN ST NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310108 JORGENSON MANAGEMENT LLC 13526 PARTRIDGE CIR NW THE VILL AT AND STATION 9255 EAST RIVER RD NW COON RAPIDS MN 55433 1 $ 260.00 $ 343224310109 VU, KAY 13528 PARTRIDGE CIR NW THE VILL AT AND STATION 13528 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ 343224310110 D & D PROPERTIES OF ANDOVER LLC 13516 PARTRIDGE CIR NW THE VILL AT AND STATION 298 W IRONHORSE LN SANTAN VALLEY AZ 85143 1 $ 260.00 $ 343224310111 JORGENSON MANAGEMENT LLC 13514 PARTRIDGE CIR NW THE VILL AT AND STATION 14172 BLACKFOOT ST NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310112 MAANINGA, MATTHEW 13512 PARTRIDGE OR NW THE VILL AT AND STATION 13512 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310113 A&M REAL ESTATE LLC 13510 PARTRIDGE CIR NW THE VILL AT AND STATION 18824 ORCHID ST NW OAK GROVE MN 55303 1 $ 260.00 $ 343224310114 MAHER MICHAEL 13502 PARTRIDGE CIR NW THE VILL AT AND STATION 13502 PARTRIDGE OR NW ANDOVER MN 553134 1 $ 260.00 $ - 343224310115 JEJO PROPERTIES LLC 13504 PARTRIDGE CIR NW THE VILL AT AND STATION 134944 REDWOOD ST NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310116 LIN SHAN FANG 13506 PARTRIDGE CIR NW THE VILL AT AND STATION 13506 PARTRIDGE CIR ANDOVER MN 55304 1 $ 260.00 $ - 343224310117 D& D PROPERTIES OF ANDOVER LLC 13508 PARTRIDGE CIR NW THE VILL AT AND STATION 298 W IRONHORSE LN SANTAN VALLEY AZ 85143 1 $ 260.00 $ - 343224310126 CARLA MIRANDA JOY 13639 PARTRIDGE CIR NW CO NO 177 ALL AND STATION 13639 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310127 MIESEN, MATTHEW R 13635 PARTRIDGE OR NW CIC N0177 ALL AND STATION 13635 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310128 WATERS, JAMES 13631 PARTRIDGE CIR NW CIC N0177 ALL AND STATION 13631 PARTRIDGE OR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310129 BALDWIN, PENNY 13627 PARTRIDGE CIR NW CO N0177 VILL AND STATION 14589 IBIS ST NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310130 MOSS AU 13625 PARTRIDGE CIR NW CIC N0177 ALL AND STATION 13625 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ 343224310131 PIONEER PROPERTIES LLC 13629 PARTRIDGE CIR NW CIC N0177 ALL AND STATION 643158TH AVE NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310132 HEIGEL, AMY MARIE 13633 PARTRIDGE CIR NW CIC N0177 VILL AND STATION 13633 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310133 RINKER, GARY 13637 PARTRIDGE OR NW CIC NO 177 VILLAND STATION 13637 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310134 VU, KEVIN 13533 PARTRIDGE CIR NW CIC N0177 VILL AND STATION 1092 COLNE ST SAINT PAUL MN 55103 1 $ 260,00 $ 343224310135 FISKEWOLD.SMITH, DEBRA 13529 PARTRIDGE CIR NW CIC N0177 ALL AND STATION 13529 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310136 KANNER VAMOUGNE 13525 PARTRIDGE CIR NW CIC N0177 ALL AND STATION 13525 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310137 KUZNIA, JEFFREY 13521 PARTRIDGE CIR NW CIC N0177 VILL AND STATION 13521 PARTRIDGE CIR NW ANDOVER AN 55304 1 $ 260.00 $ - 343224310138 ZELLMAN,BRADLEYS 13519 PARTRIDGE CIR NW CIC N0177 VILL AND STATION 13519 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310139 JORGENSON MANAGEMENT LLC 13523 PARTRIDGE CIR NW CIC N0177 ALL AND STATION 14172 BLACKFOOT ST NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310140 FOLDENAUR CARLY R 13527 PARTRIDGE CIR NW CIC N0177 ALL AND STATION 13527 PARTRIDGE OR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310141 BIERNAT, CAROL 13531 PARTRIDGE CIR NW CIC N0177 VILL AND STATION 13531 PARTRIDGE CIR NW ANDOVER AN 55304 1 $ 260.00 $ - 343224310145 LUND, MYLESJ 13644 PARTRIDGE CIRNW CIC N0177 ALL AND STATION 13644 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310146 SANBORN, TAMI 13642 PARTRIDGE CIR NW CIC N0177 VILL AND STATION 13642 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ 343224310147 HAYES SR, ANTHONY 13640 PARTRIDGE CIR NW CIC N0177 VILL AND STATION 13640 PARTRIDGE OR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310148 BORENE, LARRY 13638 PARTRIDGE CIR NW CIC N0177 ALL AND STATION 13638 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - 343224310149 HASTE, MARY LEEANN 13630 PARTRIDGE CIR NW CIC NO 177 VILL AND STATION 12841 BLOOMFIELD ST UNIT 303 STUDIO CITY CA 91604 1 $ 260.00 $ 343224310150 OSGOOD JASON 13632 PARTRIDGE CIR NW CIC N0177 VILL AND STATION 13632PARTRIDGECIRNW ANDOVER AN 55304 1 $ 260.00 $ 343224310151 LAMB, KAMMY L 13634 PARTRIDGE CIRNW CIC N0177 VILL AND STATION 13634 PARTRIDGE CIRNW ANDOVER MN 55304 1 $ 260.00 $ 343224310152 REGEHR. LISA 13636 PARTRIDGE CIR NW CIC N0177 ALL AND STATION 113636 PARTRIDGE CIR NW ANDOVER MN 55304 1 $ 260.00 $ - Totals I 1 75 $ 19,500.00 $ - Notes: 1) Total Assessments do not exactly match the cost estimate due to rounding. EXHIBIT H4 Appendix I (Townhomes of Woodland Creek: CP 23-111): Exhibit Il : Project Location/ Assessed Parcels Map Exhibit I2: Preliminary Construction Cost Estimate Exhibit I3: Preliminary Assessment Worksheet Exhibit I4: Preliminary Assessment Roll PROJECT LOCATION MAP 23-III (2023) i PROJECT NAME: STREET MILL & OVERLAY LOCATION: TOWNHOMES OF WOODLAND CREEK T_ 139TH ,Vt G 138TH LN u All z 0 138TH AVE j I)bJW57 31. 11235 [3272H ,137TH LN - I� 3xss lzsa __.3;ts 3230 lua 32x1 �6 J�Ir I w ias. 3zs1 3239 3>_il 3z19 3211 y. pydp i 137TH AVE _— — _—`1_UNKE2LAKE °LVD _ — SERVICE RD i T _ y ' 0 2grc., SSS y�E i DA,Crtd7 ams uaY4om qtt [Ic S \ 0 140 280 Feet I 1 I Q Project Location Assessed Parcels �_ m 0—TA m, m+o Xmro-ad Mrtfo-bce (� Parcel Boundary City Limits Nll �( 1� O�auN wMmep^F99MeexvacYd d,. a.r,. me anaWW�vaoa �u Awa Incorporated 1974 tl]Cue: tl'edwe tle Cn uvm m IW: X:16RIWMbpI{nje[YIW�ryerXplRMg1SOSSIQI IpSS.yrt Wh 9rytN: yj40Sl S:ISM 2023 MITI & Overlays - Townhomes of Woodland Creek City Project: 23-111 PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 23.111 Notes: 1. Regardless of typeldimenskm of curb. Includes sawcut of curb. Excavation and off-site disposal of material behind curb necessary for removal and replacement of curb and gutter incidents 2. Regardless of depth. 3. Removal of existing crack fill material from curb I pavement edge Is Incidental to this Item prior to paving. MITI off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box lop to grade. Item to be used If existing valve box tap can be adjusted. 5. Item to be used 8 existing valve box top Is rusted shut and not adjustable. Remove existing valve box top and F&I new valve box top. Adjust to grade. 6. Based upon number or irrigation heads removed I replaced. Item shall include all items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Connector shall make every effort to protect all systems, impact systems only 8 absolutely ne 7. Item includes plating structure, new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geolextile fabric and concrete collar (storm sewer. 8. Protect casting, touch up mud on exisfing concrete adjustment rings inside structure. 9. Item shall include filling sump with redi-mix , pouring invert, and constructing benches up to 1M of pipe diameter. Item includes touching up doghouses as necessary. 10.Clean joint and patch with 3UI8 compound. Average joint 3"wide x 1" deep. Ile. for all joints, regardless of actual deplhAvidth, Locations to be determined in me field by the engineer. 11. Only to be used 8 requested by engineer prior to or during site restoration. EXHIBIT 12 TOTAL ESTIMATED PROJECT QUANTITIES ESTIMATED STREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT EST. I QUAN. UNIT PRICE AMOUNT EST. QUAN. ACT, QUAN. AMOUNT 1 2021.501 Mobilization LS 100 $3,500.00 $350000 1.00 $3,500.00 1 2 2104.503 Remove Curb & Gutter LF 50 $8.50 $425.00 50 $425.00 3 2104.503 Sawino Bit Pavement Full Dem LF 110 $2.50 $27500 110 $275.00 2 4 2104.518 Remove Bituminous Pavement SF 390 $1.00 $390.00 390 $390.00 5 2211.509 Aggregate Base Class 5 TN 7 530.00 $210.00 7 $210.00 3 6 2232.504 Mill Bituminous Surface 1" Sy 4.070 $1.25 $5087.50 4.070 $5.087.50 7 2357.506 Bituminous Matedal For Tack Coat Gal 290 $3.50 $1.015.001 290 $1.015.00 8 2360.509 Tvioe SP 9.5 Weanna Course Mix 2,8 TN 350 $79.00 $27,650.0 350 327,8 9 2360.509 Type SP 9.5 Bit Mixture for Patching 2B - Driveways&Trails TN 5 $120.00 $600.00 5 $600.00 10 2360.509 Type SP 12.5 Bit Mixture for Patching (2,B) TN 2 $130.00 $260.00 2 $260.00 4 11 2504.602 Adjust Valve Box EA 2 $300.00 $600.00 2 $600.00 5 12 2504.602 Adjust Valve Box -F&I New Valve Box Top EA 2 $550.00 $1100.00 2 $1100.00 6 13 2504.602 Imi ation System Modifications EA 10 $80.00 $800.00 10 $800.00 7 1 14 1 2506.502 Adjust Frame & Find Causing - Simian, EA 6 $600.00 $3,600.00 6 $3,600.0 a 15 2506.602 Mud Existing Casting Rinos FA 2 $225.00 $450.00 2 $450.00 9 16 2506.607 Fill Catch Basin Sum Pour Invert Cy 4 $650.00 $2,600.00 4 $2.600.00 17 2531.503 Concrete Curb and Gutter Surmountable LF 50 $30.00 $1.500.00 50 $1500.00 10 18 2531.602 Clean and Patch Conc. Curb &Gutter Joint 5 $50.00 $250.00 5 $250.00 19 2663.601 Traffic Control 1.00 $1000.00 $1000.00 1.00 $1,000.00 20 2573.502 Storm Drain Inlet Protection 3 $170.00 $510.00 3 $510.00 21 2574.507 Loam Topsoil Borrow L 6 $50.00 $300.00 8 $300.00 22 2574.508 Fertilizer -Type 1 JAC 1 $10.00 $10.00 1 $10.00 23 2575.504 Soddin Type Lawn BY 20 $30.00 $600.00 20 $600.00 11 24 2575.505 Weed Spraying 0.01 $1,000.00 $10.00 0.01 $10.00 s mate on 10% Contingency $5,300.00 $5,300.00 Total Estimated Project Cost $56,000.001 $58,000.00 C.P. 23.111 Notes: 1. Regardless of typeldimenskm of curb. Includes sawcut of curb. Excavation and off-site disposal of material behind curb necessary for removal and replacement of curb and gutter incidents 2. Regardless of depth. 3. Removal of existing crack fill material from curb I pavement edge Is Incidental to this Item prior to paving. MITI off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box lop to grade. Item to be used If existing valve box tap can be adjusted. 5. Item to be used 8 existing valve box top Is rusted shut and not adjustable. Remove existing valve box top and F&I new valve box top. Adjust to grade. 6. Based upon number or irrigation heads removed I replaced. Item shall include all items necessary to temporarily cap existing systems, replace damaged lines, heads, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Connector shall make every effort to protect all systems, impact systems only 8 absolutely ne 7. Item includes plating structure, new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geolextile fabric and concrete collar (storm sewer. 8. Protect casting, touch up mud on exisfing concrete adjustment rings inside structure. 9. Item shall include filling sump with redi-mix , pouring invert, and constructing benches up to 1M of pipe diameter. Item includes touching up doghouses as necessary. 10.Clean joint and patch with 3UI8 compound. Average joint 3"wide x 1" deep. Ile. for all joints, regardless of actual deplhAvidth, Locations to be determined in me field by the engineer. 11. Only to be used 8 requested by engineer prior to or during site restoration. EXHIBIT 12 PRELIMINARY ANDOVER ASSESSMENT WORKSHEET Project Name: 2023 Mill & Overlay - Townhomes of Woodland Creek Project No.: C.P. 23-111 Feasibility Report Contract Award Actual Construction Cost Date: 2/21/2023 Const. Amount: $58,000.00 Date: Amount: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1%ofstreet) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Amount: Feasibility Amount $ 8,200.00 $ 1,740.00 $ 580.00 $ 200.00 $ 200.00 $ 500.00 $ 600.00 $ 3,200.00 $ 15,200.00 26.206897% Amount: $ 73,200.00 23-111 Estimated Assessments Construction Street Related Costs 3 58,OOC.00 Street Related Indirect Costs $ 15,200.00 Street Related Total Project Costs $ 73,200.00 Assessable Street Costs (25%) $ 18,300.00 City Street Costs (75%) $ 54,900.00 Feasibility Assessment Rate Per Unit $ 18,300.00 / 18 Units= $ 1,020.00 Bid Price Assessment Rate Per Unit $ - / 18 Units= $ - Actual Assessment Rate Per Unit / 18 Units= 23-111 Funding Summary Estimated Assessable Costs $ 18,360.00 Estimated City Costs - Road and Bridge Fund $ 54,840.00 Estimated City Costs - Trunk Water & Sewer Funds $ - Total Estimated Project Costs $ 73,200.00 Note: Totals are rounded, Actual amounts will be used for the Estimated assessments calculations. EXHIBIT 13 2023 Mill & Overlay -Townhomes of Woodland Creek: Preliminary Assessment Roll - City of Andover (City Project 23-111) RESIDENTIAL PROPERTIES PID Owner Name Property Address Plat Owner Address City State Zip Cade Units Estimated Assessment Actual Assessment 323224140098 LEMIEUR, DAVID W 3265137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3265137TH LN NW ANDOVER MN 55304 1 E 1,020.00 E - 323224140099 ZERKA, HALIM 3257137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3257137TH LN NW ANDOVER MN 55304 1 E 1,020.00 $ - 323224140100 PETERSON, JOHN 0 324313TTH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3243137TH LN NW ANDOVER MN 55304 1 E 1,020.00 $ - 323214140101 MESSING, DIANE 3235137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3235137TH LN NW ANDOVER MN 55304 1 $ 1,020.00 E - 323224140102 BROWN TRUSTEE CYNTHIA K 3221137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3221 137TH LN NW ANDOVER MN 55304 1 E 1,020.00 E - 323224140103 HARTEN DAVID CHARLES 3213137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3213137TH LN NW ANDOVER MN J 55304 1 E 1,020.00,$ - 323224140105 ANDERSON, CYNTHIA K 3258137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3258137TH LN NW ANDOVER MN 55304 1 8 1,020.001$ - 323224140106 TJADEN DAVID G & VICKI L 3250137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3250137TH LN NW ANDOVER MN 653D4 1 E 1,020.00 E 323224140107 MEYER MITZIE 3238137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3238137TH LN NW ANDOVER MN 55304 1 $ 1,020.00 E - 323224140108 WINTERFELD CONSTANCE A 3230137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3230137TH LN NW ANDOVER MN 55304 1 $ 1,020.00 E - 3232241401D9 MATTSON NEIL 0 It ROSEMARIE 0 3218137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3218137TH LN NW ANDOVER MN 55304 1 E 1,020.00 E - 323224140110 JACOBSON, ERLING H 3210137TH LN NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3210137TH LN NW ANDOVER MN 55304 1 E 1,020.00 $ 323224140111 BERGERON GREGORY E & ANN E 3211137TH AVE NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3211 137TH AVE NW ANDOVER MN 55304 1 $ 1,020.00 E - 323224140112 GRAF, BEVERLY M 3219137TH AVE NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3219137TH AVE NW ANDOVER MN 55304 1 S 1,020.00 E - 323224140113 HENNING LUELLA M & RICHARD T 3231137TH AVE NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3231 137TH AVE NW ANDOVER MN 55304 1 $ 1,020.00 $ - 323224140114 BECKMAN, CAROL 3239137TH AVE NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3239137TH AVE NW ANDOVER MN 55304 1 E 1,020.00 E - 323224140115 ROBINSON RANDOLPH E 3251 137TH AVE NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3251 137TH AVE NW ANDOVER MN 55304 1 E 1,020.00 $ - 323224140116 GRAFF, DAWN 3259137TH AVE NW CIC NO 91 TOWNHOMES OF WOODLAND CREEK 3259137TH AVE NW ANDOVER MN 553041 S 1,020.00 8 - TotaN 78 S 18,360.OD $ - Notes 1) Total Assessments do not exactly match the cost estimate due to munding. EXHIBIT 14 Appendix J (Woodland Creek Golf Villas: CP 23-11J): Exhibit Jl: Project Location/ Assessed Parcels Map Exhibit J2: Preliminary Construction Cost Estimate Exhibit J3: Preliminary Assessment Worksheet Exhibit J4: Preliminary Assessment Roll 2023 Mill & Overlays - Woodland Creek Golf Villas City Project: 23-11J PRELIMINARY CONSTRUCTION COST ESTIMATE C.P.23-11J Notes - 1. RegaNless of type/dimension of curb. Includes sawcut of curb. Excavation and off-site disposal of material behind am necessary for removal and replacement ofcuro and gutter incidents 2. Regardless of depth, 3. Removal of existing crack fill material from curb / pavement edge is Incidental to this item prior to paving. Mill off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box top to grade. Item to be used 8 existing valve box top can be adjusted. 5. Item to be used 8 existing valve box top is rusted shut and not adjustable. Remove existing valve box top and FBI new valve box top. Adjust to grade. 6. Based upon number or irrigation heads removed / replaced. Item shall indude all items necessary to temporarily cap existing systems, replace damaged lines, heatls, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only If absolutely nE 7. Item includes plating structure, new concrete adjusting rings and Ing -Shield or Gator Wrap (sanitary sewer) or wrap rings with geolexgle fabric and concrete collar (storm sewer). 8. Item shall include filling sump vrith rein, pouring invert, and constnrding benches up to 1/3 of pipe diameter. Item indudes touching up doghouses as necessary. 9. Clean joint and patch with 3U 18 compound. Average joint 3" wide x 1"deep, Item for all joints, regardless of actual depthividth. Locations to be determined in the field by the engineer. 10. Only to be used if requested by engineer prior to or during site restoration. EXHIBIT J2 TOTAL -ESTIMATED PROJECT QUANTITIES ESTIMATED STREET QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT EST. UNIT EST- ACT. 1 2021.501 Mobilization QUAN. PRICE I AMOUNT QUAN. QUAN. AMOUNT 1 2 2704.503 Remove CuroB Ginter LS 1.00 $3,000.00 $3,000.00 1.00$3.000.00 3 2104.503 SalBit Pavement Full De ih LF 40 58.50 $340.00 40 $340.00 2 4 2104.518 Remove Bituminous Pavement LF 40 $2.50 $100.00 40 $100.00 5 2211.509 he ate Base Class 5 SF TN 70 $1.00 $70.00 70 $70.00 3 6 2232.504 MIII Bituminous SuRece 1" 3 $30.00 $90.00 3 $90.00 7 2357.506 Bituminous Materiel For Tack Coa! SV 3050 $1.25 $3,812.50 3.050 $3,812.50 8 2380.509 T e SP 9.5 Weerin Course Mix 2 B Gel TN 220 $3.50 $770.00 220 $770.00 9 2360.509 T eSP 72.5 Bit MUture for Pel<hin 2,8 260 $79.00 $20,540.00 2fi0 $20,540.00 4 10 2504.602 Ad oat valve Box TN 7 $130.00 5130.00 7 $130.00 5 71 2504.602 Adusl Valve Box -F81 Naw Valve Boz To EA 2 $300.00 $600.00 2 $600.00 72 2509.502 Irri a9on S stem Modificetions FA 2 $550.00 $1.100.00 2 $1,100.00 7 7 t3 2506.502 Frame B Rin Cestin - Sanita FA EA 2 $80.00 $180.00 2 $160.00 8 74 Fill Ca 2506.507 Fill Catch Basin Sum Pour Invert 6 $600.00 $3 600.00 6 53 600.00 75 2531.503 Concrete CurbGutter Surmountable CV LF 7 $650.00 $650.00 1 5650.00 9 16 Patch C 2563.601 Clean and Patch Cone. Curt 8 Gutter Joint 40 $30.00 $1 200.00 40 $1 200.00 17 2563.501 TrafficThum Cain FA 5 $50.00 $250.00 5 $250.00 18 2573.502 In Drain Inlet Protection LS 1.00 $$170.00 $1,000.00 7.00 $1000.00 19 Loam 2574.507 Loam Topsoil Barrow L EA 7 $170.00 $170.00 1 $170.00 20 2574.508 Fertilizer e1 CY 5 $50.00 $250.00 5 $250.00 27 2575,504 din ddLawn LB SV 1 $10.00 $10.00 1 $1000 70 22 WSoe adSinaT 2575.505 Spraying 20 $30.00 $600.00 20 $600.00 23 2582.503 4- Solid Line Paint AC 0.01 $1.000.00 $10.00 0.01 $10.00 24 2562.503 18° Solid Line Paint- White LF 50 $1.00 $50.00 50 $50.00 25 2582.503 4° Double Solid Line Paint - Yellow LF 30 $3.00 $90.00 30 $90.00 26 2582.578 Pavement Messe ePaint LF 85 11 $170.00 85 $170.00 SF 50 $5.00 $250.00 50 $250.00 s mare ons on os 10%Contingency $3,900.00 $3,900.00 Torel Estlmatetl Pro/act Cost $43,0110.001 $43,000.00 C.P.23-11J Notes - 1. RegaNless of type/dimension of curb. Includes sawcut of curb. Excavation and off-site disposal of material behind am necessary for removal and replacement ofcuro and gutter incidents 2. Regardless of depth, 3. Removal of existing crack fill material from curb / pavement edge is Incidental to this item prior to paving. Mill off entire wearing course. Dispose of millings off-site. 4. For valves not being exposed for repairs. Adjust valve box top to grade. Item to be used 8 existing valve box top can be adjusted. 5. Item to be used 8 existing valve box top is rusted shut and not adjustable. Remove existing valve box top and FBI new valve box top. Adjust to grade. 6. Based upon number or irrigation heads removed / replaced. Item shall indude all items necessary to temporarily cap existing systems, replace damaged lines, heatls, adjust systems, and to pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only If absolutely nE 7. Item includes plating structure, new concrete adjusting rings and Ing -Shield or Gator Wrap (sanitary sewer) or wrap rings with geolexgle fabric and concrete collar (storm sewer). 8. Item shall include filling sump vrith rein, pouring invert, and constnrding benches up to 1/3 of pipe diameter. Item indudes touching up doghouses as necessary. 9. Clean joint and patch with 3U 18 compound. Average joint 3" wide x 1"deep, Item for all joints, regardless of actual depthividth. Locations to be determined in the field by the engineer. 10. Only to be used if requested by engineer prior to or during site restoration. EXHIBIT J2 Project Name: Project No. : Feasibility Report Contract Award Actual Construction Cost PRELIMINARY ANDOVER ASSESSMENT WORKSHEET 2023 Mill & Overlay - Woodland Creek Golf Villas C.P. 23-11J Date: 2/21/2023 Date: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (I% of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Const. Amount: $43,000.00 Amount: Amount: Feasibility Amount $ 6,100.00 $ 1,290.00 $ 430.00 $ 200.00 $ 200.00 $ 500.00 $ 500.00 $ 2,400.00 $ 11,600.00 26.976744% Amount: $ 54,600 00 et Related Indirect Costs_ $ 11,600.00 at Related Total Project Costs $ 54,600.00 :ssable Street Costs (25%) $ 13,700.00 Street Costs (75%) $ 40,900.00 Feasibility Assessment Rate Per Unit $ 13,700.00 / 11 Units= $ 1.250.00 Bid Price Assessment Rate Per Unit $ - / 11 Units= $ . Actual Assessment Rate Per Unit / 11 Units= 23-11J Funding Summary Estimated Assessable Costs $ 13,750.00 Estimated City Costs - Road and Bridge Fund $ 40,850.00 Estimated City Costs -Trunk Water & Sewer Funds $ _ Total Estimated Project Costs $ 64,600.00 Note: Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. EXHIBIT J3 2023 Mill B Overlay - Woodland Creek Golf Villas: Preliminary Assessment Roll - City of Andover (City Project 23-11J) RESIDENTIAL PROPERTIES PID d Owner Name Property Address Plat Owner Address city State Zip Code Units Estimated Assessment Actual Assessment 293224440035 MATSEN, JOHN H 3242143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 3242 143RD AVE NW ANDOVER MN 55304 1 $ 1,250.00 E - 293224440036 LARSEN, NOREEN 3252143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 3252143RD AVE NW ANDOVER MN 55304 1 $ 1,250.00 E - 293224440037 PODANY LAWRENCE 3262143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 3262143RD AVE NW ANDOVER MN 55304 1 $ 1,250.00 E - 293224440038 KOEHLER, CINDY M 3272143RD AVE NW CIC N0153 WOODLAND CREEK GOLF VILLAS 3272143RD AVE NW ANDOVER MN 55304 1 f 1,250.00 E - 293224440039 OLSON, GERMAINE F 3282143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 3282143RD AVE NW ANDOVER MN 55304 1 $ 1,250.00 E - 293224440040 HELMKE TRUSTEE, BRUCE A 3292143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 3292143RD AVE NW ANDOVER MN 55304 1 $ 1,250,001$ - 293224440041 NELSON, STEVEN H 3302143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 11816 BREADFRUIT LN VENICE FL 34292 1 S 1,250.00 E - 293224440042 KAHN, ELIZABETH J 3312143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 3312143RD AVE NW ANDOVER MN 55304 1 $ 1,250.00 $ - 293224440043 BENOLKIN, JAMES W 3322143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 3322143RD AVE NW ANDOVER MN 55304 1 E 1,250.00 E - 293224440044 THAYER TRUSTEE, SUSAN K 3332143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 51545 BELLE ISLE DRIVE RUSH CITY MN 55069 1 $ 1,250.00 E - 293224440045 TIDGWELL, RUBY A 3342143RD AVE NW CIC NO 153 WOODLAND CREEK GOLF VILLAS 3342143RD AVE NW ANDOVER MN 55304 1 i 1,250.00 E - Totals 11 $ 13,750.00 $ - Notes: 1) Total Assessments do not exactly match the cost estimate due to munding. EXHIBIT J4 Appendix K (Kimberly Oaks: CP 23-11K): Exhibit Kl: Project Location / Assessed Parcels Map Exhibit K2: Preliminary Construction Cost Estimate Exhibit K3: Preliminary Assessment Worksheet Exhibit K4: Preliminary Assessment Roll 2023 Mill & Overlays - Kimberly Oaks City Project: 23-11 K PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 23.11 K Notes: 1. Regardless of typefi imension of am. Includes sawcut of cum. Excavation and o8 -site disposal of material behind curb necessary for removal and replacement of am and gutter inctdenta 2. Regardless of depth. 3. Removal of existing crack fill material from curb / pavement edge is incidental to this Item prior to paving. Mill off entire weaning course, Dispose of millings off-site. 4. Based upon number or irrigation heads removed / replaced. Item shall include all items necessary to temporarily cup existing systems, replace damaged lines, heatls, adjust systems, and to pre -project condition or better, Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only g absolutely ns 5. For use if salvaged structure breaks oris unuseable. 6. Item Includes new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotextile fabric and concrete collar (storm sewer). 7. Protect casting, touch up Mud on existing concrete adjustment rings Inside structure. 8. Item shall include filling sump with mdl-mix , pouring Invert, and constructing benches up to 113 of pipe diameter. Item Includes touching up doghouses as necessary. 9. Clean joint and patch with 31.118 compound. Average joint 3" wide x 1" deep. Item for all joints. regardless of actual depffiWdth. Locations to be determined In the field by the engineer. 10, Only to be used U requested by engineer pdor to or during site restoration. EXHIBIT K2 TOTAL ESTIMATED ESTIMATED STREET PROJECT QUANTITIES QUANTITIES NOTES 1 2 3 ITEM N0. DESCRIPTION 1 2021.501 Mobilization 2 2104.502 Salvage Casting Starm 3 2104.503 Remove Cum B Gutter 4 2104.503 Sevin Bit Pavement Full Depth) 5 2104.518 Remove Bituminous Pavement 6 2211.509 re ate Base Class 5 7 2232.504 Mill Bituminous Surfs" (1.5") UNIT LS EA LF LF SF TN EST. QUAN. too 2 85 110 350 7 6,890 UNIT PRICE $5500.00 $200.00 $8.50 $2.50 $1.00 $30.00 $1.40 AMOUNT $5500.00 $400.00 $722.50 $275.00 $350.00 $210.00 $9646.00 EST. QUAN. 1.00 2 85 110 350 7 6,890 ACT. QUAN. AMOUNT 55,500.00 5400.00 $722.50 $275.00 $350.00 $210.00SY $9,646.00 4 58 6 7 8 8 9 10 11 12 13 14 15 16 2357.506 Bituminous Material For Tack Coat Gal 2360.509 Type SP 9.5 Bit Mixture for Patching2 B - Driveways 8 Trolls 2360.509 Type SP 12.5 Bit Mixture for Patching2,B 2360.509 T e SP 9.5 Weadn Course Mix 2,B JEA 2504.602 Ini aUonS stem Modifications 2506.502 Casting Assembl -Storm 2506.502 Install Caslin -Storm 2506.802 Mud E1dsUn CastingRings 2506.607 FPI Catch Basin Sum Pour Invert 490 790 4 3 5 1 2 2 2 $3.50 579.00 $120.00 $130.00 $80.00 $800.00 $300.00 $225.00 $650.00 $1715.00 $62,410.00 $480.00 $390.00 $400.00 $800.00 $600.00 $450.00 51300.00 490 790 4 3 5 1 2 2 2 $1,715.00 $62,410.00 $480.00 $390.00 $400.00 $800.00 $600.00 $450.00 $1,300.00 9 17 18 2531.503 Concrete Cum antl Gutter Surmountable 2531.802 Clean and Patch Conic. Cum 8 Gutter Joint 85 75 530.0082550.00 $50.00 $3 750.00 85 75 $255000 $3,750.00 19 20 21 22 12574,508 2563.601 Traffic Control 2573.502 Storm Drain Inlet Protection 2574.507 Loam Topsoil Borrow L FerblizerT 1 LS FA CY LB 1.00$1500.00 4 10 2 $170.00 $50.00 $5 0.00 $1500.00 $880.00 $500.00 $20.00 1.00 4 70 2 51,500.00 8680.00 $500.00 $20.00 10 23 24 2575.504 SoddingType Lawn 2575.505 Weed 5 ra in BY AC 1 40 0.01 530.00 $5,000.00 $1200.00 550.00 40 0.01 $1.200.00 $50.00 Estimate onstru on u0st 10%Contingency $9,600.00 $9,600.00 Total Esumated Pm/ect Cost $1051500.00 $105,500.00 C.P. 23.11 K Notes: 1. Regardless of typefi imension of am. Includes sawcut of cum. Excavation and o8 -site disposal of material behind curb necessary for removal and replacement of am and gutter inctdenta 2. Regardless of depth. 3. Removal of existing crack fill material from curb / pavement edge is incidental to this Item prior to paving. Mill off entire weaning course, Dispose of millings off-site. 4. Based upon number or irrigation heads removed / replaced. Item shall include all items necessary to temporarily cup existing systems, replace damaged lines, heatls, adjust systems, and to pre -project condition or better, Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only g absolutely ns 5. For use if salvaged structure breaks oris unuseable. 6. Item Includes new concrete adjusting rings and Infi-Shield or Gator Wrap (sanitary sewer) or wrap rings with geotextile fabric and concrete collar (storm sewer). 7. Protect casting, touch up Mud on existing concrete adjustment rings Inside structure. 8. Item shall include filling sump with mdl-mix , pouring Invert, and constructing benches up to 113 of pipe diameter. Item Includes touching up doghouses as necessary. 9. Clean joint and patch with 31.118 compound. Average joint 3" wide x 1" deep. Item for all joints. regardless of actual depffiWdth. Locations to be determined In the field by the engineer. 10, Only to be used U requested by engineer pdor to or during site restoration. EXHIBIT K2 Project Name: Project No. : Feasibility Report Contract Award Actual Construction Cost PRELIMINARY ANDOVER ASSESSMENT WORKSHEET 2023 Mill & Overlay - Kimberly Oaks C.P. 23-11K Date: 2/21/2023 Date: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1% of street) Drainage Plan (0.3% of streettstorm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost 1K Const. Amount: $105.500.00 Amount: Amount: Feasibility Amount $ 14,300.00 $ 3,170.00 $ 1,060.00 $ 200.00 $ 250.00 $ 750.00 $ 1,100.00 $ 3,700.00 $ 24,500.00 23.222749% Amount: $ 130,000.00 Street Related Indirect Costs $ 24,500.00 Street Related Total Project Costs $ 130,000.00 Assessable Street Costs (25%) $ 32,500.00 City Street Costs (75%) $ 97,500.00 Feasibility Assessment Rate Per Unit $ 32,500.00 / 12 Units= $ 2,710.00 Bid Price Assessment Rate Per Unit $ - / 12 Units= $ - Actual Assessment Rate Per Unit / 12 Units= 23-11K Funding Summary Estimated Assessable Costs $ 32,520.00 Estimated City Costs - Road and Bridge Fund $ 97,480.00 Estimated City Costs - Trunk Water & Sewer Funds $ - Total Estimated Project Costs $ 130,000.00 Note: Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. EXHIBIT K3 2023 Mill & Overlay - Grey Oaks: Preliminary Assessment Roll - Kimberly Oaks (City Project 23-11 K) RESIDENTIAL PROPERTIES PID # Owner Name Property Address Plat Owner Address city State Zip Code Units Estimated Assessment Actual Assessment 103224330012 DANIELSON, JASON E 16528 UPLANDER ST NW 16528 UPLANDER ST NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220005 SCHULZ, JOSHUA D 16370 UPLANDER ST NW KIMBERLY OAKS 16370 UPLANDER ST NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220006 LIEFFRING SCOTT L 16420 UPLANDER ST NW KIMBERLY OAKS 16420 UPLANDER ST NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220007 LORSUNG, JOHN 16470 UPLANDER ST NW KIMBERLY OAKS 16470 UPLANDER ST NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220008 ANDERSON BRANDON 16481 UPLANDER ST NW KIMBERLY OAKS 9724 EVERGREEN AVE N BROOKLYN PARK MN 55443 1 $ 2,710.00 $ - 153224220009 NILSON, LISA M 16445 UPLANDER ST NW KIMBERLY OAKS 16445 UPLANDER ST NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220010 STROMBECK, CHAD L 16401 UPLANDER ST NW KIMBERLY OAKS 16401 UPLANDER ST NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220011 SCHILDHAUER. TY R 2255164TH AVE NW KIMBERLY OAKS 2255164TH AVE NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220012 BARTEN, BETH A 2294 164TH AVE NW KIMBERLY OAKS 2294164TH AVE NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220013 ALLEN, RONALD J 2332163RD LN NW KIMBERLY OAKS 2332163RD LN NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220014 GALBRETK ASHLEY 2374163RD LN NW KIMBERLY OAKS 2374163RD LN NW ANDOVER MN 55304 1 $ 2,710.00 $ - 153224220015 MARS, STEPHANIE A 2274 164TH AVE NW 1KIMBERLYOAKS 16178 RAVEN ST NW ANDOVER MN 55304 1 $ 2,710.00 S - Totals I I I I I 1 1 12 $ 32,520.00 1 $ - Notes: 1) Total Assessments do not exactly match the cost estimate due to rounding. EXHIBIT K4 Appendix L (Barnes Rolling Oaks, Smiths Rolling Oaks & East Neighborhood: CP 23-11L): Exhibit LI: Project Location / Assessed Parcels Map Exhibit L2: Preliminary Construction Cost Estimate Exhibit L3: Preliminary Assessment Worksheet Exhibit L4: Preliminary Assessment Roll 2023 Mill & Overlays - Barnes Rolling Oaks, Smith's Rolling Oaks & Easterly Neighborhood City Project: 23-IIL PRELIMINARY CONSTRUCTION COST ESTIMATE C.P. 23-11L Notes: 1. Regardless of depth. 2. Mill off entire wearing course. Dispose of millings off-site. 3. Based upon number or irrigation heads removed / replaced. Item shall include all items necessary to temporarily cap existing systems, replace damaged lines, heads. adjust systems, and to Pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only if absolutely nr 4. Only to be used if requested by engineer prior to or during site restoration. 5. Applimton rale of 2.50 It, / arse minimum. Apply on all areas v4mout erosion control blanket or sod. EXHIBIT L2 TOTAL ESTIMATED PROJECT QUANTITIES ESTIMATEDSTREET QUANTITIES NOTES ITEM NO. DESCRIPTON UNIT EST. QUAN.. UNIT PRICE AMOUNT EST. ACT. QUAN. CLAN. AMOUNT 1 2021.501 Mobilization LS 1.00 $20000.00 $20.000.00 1.00 $20,000.00 2 2104.503 Sowing Bit Pavement Full Depth) LF 940 $2.50 $2.350.00 940 $2350.00 1 3 2104518 Remove Bituminous Pavement SF 4.700 $1.00 $4,700.00 4,706 $4,700.00 4 2211.509 Aggregate Base Class TN 40 $30.00 $1.200.00 40 $1200.00 2 5 2232.504 Mill Bituminous Surface 1" SY 30760 $1.25 $38.450.00 30760 $38450.00 6 2357.506 Bituminous Material For Tack Coat Gal 2,1 $3.50 $7,560.00 2,160 $7,560.00 7 2360509 Type SP 9.5 Wearing Course Mix 20 TN 3050 $79.00 $240.950.001 3,050 $240,950.00 8 2360 509 T eSP 9.5 Bit Mixture for Patching (2,B) - Ddvewa s 8 Treils TN 86 $120.00 $10,320.00 Be- $10,320.00 3 9 2504.602 Indication System Modifications EA 10 $80.00 $800.00 10 $800.00 10 2563.601 Traffic Control LS 1 $1500.00 $7500.00 1.00 $1.500.00 11 2573.503 Sediment Control Lon Type Wood Chip LF 100 $5.00 $500.00 100 $500.00 12 2574.507 Loam Topsoil Borrow L CY 200 $40.00 $8,000.00 200 $8.00 .00 13 2574.508 Fertilizer Type t LS 380 $1.50 $570.00 380 $570.00 4 14 2575.505 Weed Spraymn AC 0.95 $1,000.00 $950.00 0.95 $950.00 15 2575.505 Seeding AC 1.90 $1.500.00 $2850.00 1.90 $2850.00 16 2575.508 Seed Mixture 25-151 LB 380 $5.00 $1.900.00 380 $1,900.0 5 17 2575.508 H dic Mulch Matrix LB s mate onsWcOon o 4,750 83.00 814,250.00 4,750 $74,250.00 7 10%Condngeney $35,700.00 $35,700.00 Total Estimated Project Cost $392,600.001 $392,600.00 C.P. 23-11L Notes: 1. Regardless of depth. 2. Mill off entire wearing course. Dispose of millings off-site. 3. Based upon number or irrigation heads removed / replaced. Item shall include all items necessary to temporarily cap existing systems, replace damaged lines, heads. adjust systems, and to Pre -project condition or better. Work shall be performed by a licensed irrigation contractor. Contractor shall make every effort to protect all systems, impact systems only if absolutely nr 4. Only to be used if requested by engineer prior to or during site restoration. 5. Applimton rale of 2.50 It, / arse minimum. Apply on all areas v4mout erosion control blanket or sod. EXHIBIT L2 Project Name: Project No. : Feasibility Report Contract Award Actual Construction Cost PRELIMINARY ANDOVER ASSESSMENT WORKSHEET 2023 Mill & Overlay - Barnes Rolling Oaks, Smiths Rolling Oaks & Easterly Neighborhood C.P.23-11L Date: 2/21/2023 Const. Amount: $392,600.00 Date: Amount: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1% of street) Drainage Plan (0.3% of streettstorm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Amount: Feasibilitv Amount $ 53,100.00 $ 11,780.00 $ 3,930.00 $ 200.00 $ 250.00 $ 2,500.00 $ 4,000.00 $ 5,700.00 $ 61,500.00 20.759042% Amount: S 474,100 00 Construction Street Related Costs $ 392,600.00 Street Related Indirect Costs $ 81,500.00 Street Related Total Project Costs $ 474,100.00 Assessable Street Costs (25%) $ 118,500.00 City Street Costs (75%) $ 355,600.00 Feasibility Assessment Rate Per Unit $ 118,500.00 / 49 Units= $ 2.420.00 Bid Price Assessment Rate Per Unit $ - / 49 Units= S - Actual Assessment Rate Per Unit / 49 Units= 23-11L Funding Summary Estimated Assessable Costs $ 116,160.00 (2) Estimated City Costs - Road and Bridge Fund $ 357,940.00 (2) Estimated City Costs - Trunk Water & Sewer Funds $ _ Total Estimated Project Costs $ 474,100.00 Notes: 1) Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. 2) PID 25-32-24-24-0001 proposed for 2 unit assessments. 1 existing and 1 potential unit fronting 146th Lane NW. EXHIBIT L3 2023 Mill & Overlay - Barnes Rolling Oaks, Smith's Rolling Oaks & Easterly Neighborhood: Preliminary Assessment Roll - City of Andover (City Project 2341 L) RESIDENTIAL PROPERTIES - PIDS Owner Name Property Address Plat Owner Address City State Zip Code Units Estimated Actual Assessment Assessment 243224430002 WEIKEL, KRISTINE M 15080 EVERGREEN ST NW SMITHS ROVING OAKS 15080 EVERGREEN ST NW ANDOVER MN 55304 1 $ 2,420.00 S - 24322443DD03 WILLIAMS, SUSAN A 14964 EVERGREEN ST NW SMITHS ROLLING OAKS 14964 EVERGREEN ST NW ANDOVER MN 55304 1 $ 2,420.00 S - 24322443DD04 WINIARCZYK ADAM & CHRISTINE 14942 EVERGREEN ST NW SMITHS ROLLING OAKS 14942 EVERGREEN ST NW ANDOVER MN 55304 1 $ 2.420.00 $ - 243224430005 WANG CHING FEN 14920 EVERGREEN ST NW SMITHS ROLLING OAKS 49DB 103RD AVEN BROOKLYN PARK MN 55443 1 $ 2.420.00 $ - 24322443DD06 HALL DAVID P&LISA A 254150TH LN NW SMITHS ROLLING OAKS 254150TH LN NW ANDOVER MN 55304 1 $ 2.420.00 $ 243224430007 BOEMER RICHARD & VICTORIA 220150TH LN NW SMITHS ROLLING OAKS 220150TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ - 247224430DOB BROWN TRUSTEE. JAY H 14921 EVERGREEN ST NW SMITHS ROLLING OAKS 14921 EVERGREEN ST NW ANDOVER MN 55304 1 $ 2,420.00 S 243224430009 SANDBERG RALPH J&DIANNEE 249150TH WNW SMITHS ROLLING OAKS 249150TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ 2432 244 3001 0 SPENCE DALE R&SUSAN J 215150TH LN NW SMITHS ROLLING OAKS 215150TH LN NW ANDOVER MN 55304 1 $ 2,420.00 S - 243224440001 HUPP WILLIAM 156150TH LN NW 156150TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ - 24322444D002 HEIN MICHAEL L&MELISSA J 165150TH IN NW 165150TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ - 24322444D003 TOPEFF RANDALL R & ERLINE R 141 150TH LN NW 141 150TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ - 24322444DOD4 WILLEY LINDA M It EDWARD L JR 101 150TH LN NW 101150TH LN NW ANDOVER MN 55304 1 S 2,420.00 $ 243224440005 DUCKHOOK PROPERTIES LLC 59150TH LN NW 7651 209TH ST N FOREST LAKE MN 55025 1 S 2,420.00 $ 243224440006 MACKEY MICHAEL D & MARGARET E 25150TH LN NW 25150TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ 243224440007 DAHL TRUSTEE, CAROL J 112150TH LN NW 112150TH LN NW ANDOVER MN 55304 1 S 2,420.00 S 243224440010 CARLSTROM JEAN M 14941 BUTTERNUT ST NW 14941 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 $ 243224440012 SOWAOA KAREN MAE 14921 BUTTERNUT ST NW 14921 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 $ - 243224440013 BOWSER, BRIAN 14920 BUTTERNUT ST NW 14920 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 $ 243224440014 TAIT, JASON R 14940 BUTTERNUT ST NW 14940 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 $ - 253224110D01 THAO,KANYI 14833 BUTTERNUT ST NW 14833 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224110003 KRATT, BRIDGETA 14827 BUTTERNUT ST NW 14827 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 S - 253224110005 HUNT DANIEL E&LAURO CLAUDIA 14733 BUTTERNUT ST NW 14733 BUTTERNUT ST NW ANDOVER MN 55304 1 S 2,420.00 $ - 253224110006 KORBEL KIP A&VELMAJ 14801 BUTTERNUT ST NW 14801 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2.420.00 $ - 253224110D07 GRANANDER DONALD R 14800 BUTTERNUT ST NW 14800 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 1 $ 253224110008 KAPITZKE JAMES & MICHELLE 14850 BUTTERNUT ST NW 14850 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 S 253224110009 MURPHY MICHAEL D & MARCIA A 14826 BUTTERNUT ST NW 14826 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 $ - 25322411D010 BROUILLARD STANLEY H & SUSAN M 14732 BUTTERNUT ST NW 14732 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224110011 HENRICKSON, SARA J 14704 BUTTERNUT ST NW 14704 BUTTERNUT ST NW ANDOVER MN 55304 1 $ 2420.00 $ 253224110015 HENDRICKSON TURE&SARAH 95146TH LN NW 95146TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224120001 KERRIGAN, DANIEL 14856 EVERGREEN ST NW SMITHS ROLLING OAKS 14856 EVERGREEN ST NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224120002 HEINEN, BRYAN V 14828 EVERGREEN ST NW SMITHS ROLLING OAKS 14828 EVERGREEN ST NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224120003 ALMGREN DAVID L & J L 1480D EVERGREEN ST NW SMITHS ROVING OAKS 14800 EVERGREEN ST NW ANDOVER MN 55304 1 $ 2.420.00 $ - 253224120004 MCMONIGAI. JEFFREY R 14744 EVERGREEN ST NW SMITHS ROVING OAKS 14744 EVERGREEN ST NW ANDOVER MN 55304 1 $ 2,420.00 S 2532241200D5 SCHIWNG, JERALD B 14861 EVERGREEN ST NW SMITHS ROLLING OAKS 14861 EVERGREEN ST NW ANDOVER MN 55304 1 S 2,420.00 $ 253224120006 ENGELMANN MICHAEL S & NANCY E 14835 EVERGREEN ST NW SMITHS ROVING OAKS 14835 EVERGREEN ST NW ANDOVER MN 55304 1 $ 2.420.00 S 253224120007 KELLY, JOY 14745 EVERGREEN ST NW SMITHS ROVING OAKS 14745 EVERGREEN ST NW ANDOVER MN 55301 1 $ 2,420.00 S 253224120008 WEBER DUANE L & KAREN K 14717 EVERGREEN ST NW SMITHS ROLLING OAKS 14717 EVERGREEN ST NW ANDOVER MN 55304 7 $ 2,420.00 $ 253224130001 OTNESS MICHAEL D&CYNTHIAA 380146TH LN NW BARNES ROLLING OAKS 38D 146TH LN NW ANDOVER MIN 55304 1 S 2,420.00 $ 253224130002 PRICE JEFFREY C&PATRICIA 330146TH LN NW BARNES ROLLING OAKS 33D 146TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224130003 NEWCOMB ALLAN E&CORAL A 280146TH LN NW BARN ES ROLLING OAKS 280146TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ EXHIBIT L4 PID If Owner Name Property Address Plat Owner Address City Slate Zip Code Units Estimated Actual Assessment Assessment 253224130004 BUCHEGER, SANDRA F 230146TH LN NW BARNES ROLLING OAKS 230146TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224140001 MARGOTTO WAYNE T&JANET M 134146TH LN NW 134146TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224140003 COLBERT TRUSTEE, CYNTHIA R 56146TH LN NW 56146TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ - 253224140004 FETZER TRUSTEE, CYNTHIA A 172146TH LN NW 172146TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224210004 SMITH, MICHAEL 4728 GREENHAVEN DR WHITE BEAR TOWNSHIP MN 55127 2 $ 4,840.00 $ - 253224240D01 REED, SANDRA F 480146TH LN NW BARNES ROLLING OAKS 480146TH LN NW ANDOVER MN 55304 1 $ 2,420.00 $ 253224240002 HANSON-YU, BRYNN N 430146TH LN NW BARNES ROLLING OAKS 430146TH LN NW ANDOVER MN 55304 1 E 2,420.00 $ - Totals 49 $ 118,580.00 $ - Notes: 1) Total Assessments do not exacty match the cost estimate due to rounding. 2) PID 2532-24-24-0001 proposed for 2 unit assessments. 1 existing and 1 potential unit fronting 146th Lane NW for a total of 2 units EXHIBIT L4 Appendix M (Prairie Road NW: CP 23-15): Exhibit Ml: Project Location / Assessed Parcels Map Exhibit M2: Preliminary Construction Cost Estimate Exhibit M3: Preliminary Assessment Worksheet Exhibit M4: Preliminary Assessment Roll N ,gat a ueJxekEtEunlpG6.t541,MN 0 37, -150 Feet ma mgne!mweramfeeru paN� >'N MN maCp^] 9Me amixY M Ne bb 1M ON a' anm�. Mn ^at mWe Otlm tlu[ tl'e kaOau Eep[RE rtP+-vnl uue WOas; tiveMe Ne Ory aiwnes ro Ile W IN fw aM elms n amliCas Maart x: W!slwon:mpl �lenp!neemplaw.:: PROJECT LOCATION MAP PROJECT NAME: STATE AID ROUTES / MILL & OVERLAY LOCATION: PRAIRIE ROAD (ANDOVER BLVD TO BUNKER LAKE BLVD) "3"ap, IAKE BLVD 0 Project Location 0 Assessed Parcels Q Parcel Boundary Q City Limits 14370 14157 14191 3 # 23-15 (2023) 1974 2023 MITI & Overlay - Prairie Road (MSA 198-101-013) City Project: 23-15 FEASIBILITY ESTIMATE 0➢. 23-15 Nets: I. ReOeNless mauNlYPe.lncwees uwM al wT. Enveuon and offsite disposal of meueal behind am neaasary for removal and replacement inddenMl 2. Regamlws of deal 3. For excavation adjacenl a and lamp Impavemnts if necessary. Includes off-site disposal Mercies material if not suitable (no sod carriers) for backfill. 4. Removal olmlafing craG fill -lane( Rom orb/ pavement edge is incidental to this item prim to pal MITI off hime entering came, Distinct of Millings oMsit, 5. Based upon number or'Imgaon heads remereJI Deplacee. Rom shall Include all Item necessary to tempon111y cop eaming Systems, replace damaged hart heads, adjust sysWe .and return Nem to pe-pmjedcoMiftnorbamil Wmk Wrellbawd0rmdb/e2censWir6gaflommntradar. IMBeBen eysum shall be pdeded gat all possible. 6. for vaN s not being mposW for reps m. Adjust ways Dov top to gage. Item to be used If ex6tng valve box lop mn be adjusud. ].Ilam to be used it exis8np valve Mx too u rvalad WIN and nal edjuateble. Remove ezb4np valve boz top end Fbl new veWe Mx top. Adjust to,rade. 9.I all mmveta ceNagaheplacelcompatl Material (granular) to expose gate varve for bolt regain. 9, poWdes changing ell expail bops on Ne bonnet if not scalmoss shier At winless steel bNhi. 10. Use If misting valve box Is broken or m wya,eabre (Includes removal of exlsbng varve bez) of If more is no w aew gate varve adaptor. 111 Complete Item only lfdlmcted in Map! My engineer. Item Includes new concrete adjustin, rings and lnfitiMeld or Gator Map (sanitary sewer) 12 Protect nWnB touch up mud on existing concrete adjustment dn,s Inside structure. 13 Item shim Ifi aAOng sump wit reel-Ma,psuM,Item. and completing benches up to 19 of ripe diameter. Item Includes repreutp doghouses as necessary 14. Far pe hole n curb amps. 15 Clean joint and patch Mt 3U18 cmMound. Average faint 3 - Ads x l'deep. Item for all rim, Manduess of actual depth t Locations to be determined In the Dead by to engineer. 19. Slaw or wood fiber Nanket is an eccaplable abema9va. Netrq material shag be June hard 17 Only to the mea 11 raaueal by mwimer Pam ID or during vie restoration. 18. Applcabn ata of 3.5031b I amt malar. Apply on all areas without crams control blanket or am. 19. Contactor shall ]mea temporary Prolene, turned, for Muslim troy prebrm crosswalks, stop bars and tum arrows. Damage to exis m, mmtlns shag be replaced m -Mod Mt no additional compema0on. EXHIBIT M2 Participating (MSA 198-101-013) Non -Participating (City Casts) TOTAL ESTIMATED PROJECT OUA.U1 ES ESTIMATED STREET QUANTITIES ESTIMATED WATER MAIN QUANTITIES -CITY COSTS NOTES ITEM NO, DESCRIonON UNIT EST. QUAN. UNIT PRICE AMOUNT EST, ACT. QUAN. QUAN. AMOUNT EST. I ACT. CLAN. QUAN. AMOUNT 1 1 2021501 Modbntior LS 100 S25 On ma 45pn00 CW 524250.0 005 57500 1 2 1 2104503 Relrove Cum &Gu1•sr LF 170.00 58.50 51,445.00 17000 $144500 can 5000 3 2104503 Sper, Ba Pavement Full Depth) LF 50.00 $2.50 $12500 10.00 52590 40.00 51000 2 d 2104618 Remove Mtuminous Pavement SF 1100,00 $IN 560000 500.W S50000 IDOAo 510000 3 5 2105.00] Comrtwn Examination CY 5.00 $40.00 $20000 500 $200.00 0.00 $000 0.601 Dewated L8 1.00 53,000. 530000 000 000 100 $3000.0 11.509 Ie Base CoeA TN 34.00 $30. $1020.0 3000 59011.0 4.00 $120.04 2.504 MeBBUMnomSudace SY 15350.0 $1.50 $23025.0 15350.0 523025.0 0011 1141.00 7.508Bbumnom MaleNl For Tock Coal Gel 1.080.0 13.50 53,]80.0 1080.0 53)80. O0 5000t 509) SP 9.S Wecen Course Mir 13 TN 2,2100 Sl $174590.0 2210.0 51]4590. 000 0.000.508 T SP 9.5 Wea Cause Me B-Ddvswa TN 500 5120.00 5041.0 5. Moo. 000 50.000.509 121N.W1 SP 12.5 Bit axes for patchin 3.B TN 12.00 5130.0 51560.0 10.0 $1300. 300 1260.05 4.8021 allon3 tem staRBnllolu EACH 10.00 $65.00 $850.0 10.00 Mil OAO MAO6 04802 Ad ust Valve Boz EA 3.00 3300 00 5900.00 SAN Sa0.0 0.00 0.007 04.802 Adjust Valve Box-F&I New VeNe Box To EA 20 555000 511000 2.00 5110011 ON 000 8 04.602E se VeNe Box EA 1.00 53000.00 530000 0.00 .50.0 1.00 53000.09 04.802 R i law Gate VeNe Bonnt Soba EA 140 $750 00 $75000 ON 0.0 100 sT50010 04602 Gel, VeNe Saw B Ade Or EA I.W 5110000 $1,1000 0.00 0. 1.00 511000 11 19 2508.502 All Frame&Rin CaWI -S.N EA 1.00 900.00 000.0 1.00 5000. 0.00 500 12 20 2509802 Mud Ezblln Corry all EA 9.W ¢840 $2025.0 9.00 52,025. 000 $0.0 13 21 2508.807 Fid Catch Basin Sum -Pour loved CY 3.00 M9A0 $1950. 3.00 0. 0.00 S0.ad 14 2I 2521.8106 Concrete Welk - S tial SF 120.00 $few 11620. 120.00 00 0.00 $0.0 23 2531.503 Concrete Cmb&Game, Dec nMIS LF 1700 $3500 55,950. 170. 0. 000 500 15 24 2531602 Clean aM Patch Cone. Curb& Gullet bin) EA 50.00 SW 00 52500. 5000 00 0.00 s0. 25 831.618 Tlunaled Doman SF 1600 $54100 5000. 1800 0. 0.00 50. 8 2503601 Trefic Oantml LS 100 $7.5000 95000 007 . 0.03 0250 27 873.502 Storm DrWn )Mel PrOhictlan EA 18.00 $17500 50,150. 18.00 $0.0 0.00 541.00 28 2574.507 Laam To 9ovosv CY 30.00 $50.00 51500. "A0 0. 0. 0 0.00 n 2574.08 FestlliAr 1 LB 440 $1000 54000 4.00 0 Oo0 So.00 I6 0 875.504 palled Eonion Prevention Cal 20 SY 20.00 50.00 $100.0 20.00 0. 0.00 50.00 17 31 2575.505 Vida ACRE 0.02 32,000.0 del 0.02 04 217L$9.00 000 $000 0 2575.505 Seedin ACRE 0.0 50.000.00 $10.0 0.02 41. 000 $000 30 2575508 Seaa Mirtue25-151 LE 4.00 $10.00 340. 400 0. 050 $000 18 34 295506 Hmauuc Mulch Mabe LB 50.00 $10. 500. 5000 0, ON $000 19 35 2581601 Protect Po prefompwsment MeN LS 1.00 tom. 0000. 100 0, 000 5000 9 2025034' Solid Une Point tF 1340.00 $050 970.0 1340.0 0. 0.00 $0.00 37 2Sal 4' Double Sand liner Paint -Yellow LF 4,400.00 $1.00 $4400. 4.400.00 0.0 000 soon 9 dial 18'Still Line PI -All LF 8500 53.00 585. $$.an 5. 0.00 50.00 39 292518 Pavement Message Paint a SF 770.00 $3 0 fall n0.0 0. 00 SO W Siting in 10% Cottontail 538.200. 0. 590000 Tout Ed... Mill Cosr 010,3000 5300,000.0 $10,30.00 0➢. 23-15 Nets: I. ReOeNless mauNlYPe.lncwees uwM al wT. Enveuon and offsite disposal of meueal behind am neaasary for removal and replacement inddenMl 2. Regamlws of deal 3. For excavation adjacenl a and lamp Impavemnts if necessary. Includes off-site disposal Mercies material if not suitable (no sod carriers) for backfill. 4. Removal olmlafing craG fill -lane( Rom orb/ pavement edge is incidental to this item prim to pal MITI off hime entering came, Distinct of Millings oMsit, 5. Based upon number or'Imgaon heads remereJI Deplacee. Rom shall Include all Item necessary to tempon111y cop eaming Systems, replace damaged hart heads, adjust sysWe .and return Nem to pe-pmjedcoMiftnorbamil Wmk Wrellbawd0rmdb/e2censWir6gaflommntradar. IMBeBen eysum shall be pdeded gat all possible. 6. for vaN s not being mposW for reps m. Adjust ways Dov top to gage. Item to be used If ex6tng valve box lop mn be adjusud. ].Ilam to be used it exis8np valve Mx too u rvalad WIN and nal edjuateble. Remove ezb4np valve boz top end Fbl new veWe Mx top. Adjust to,rade. 9.I all mmveta ceNagaheplacelcompatl Material (granular) to expose gate varve for bolt regain. 9, poWdes changing ell expail bops on Ne bonnet if not scalmoss shier At winless steel bNhi. 10. Use If misting valve box Is broken or m wya,eabre (Includes removal of exlsbng varve bez) of If more is no w aew gate varve adaptor. 111 Complete Item only lfdlmcted in Map! My engineer. Item Includes new concrete adjustin, rings and lnfitiMeld or Gator Map (sanitary sewer) 12 Protect nWnB touch up mud on existing concrete adjustment dn,s Inside structure. 13 Item shim Ifi aAOng sump wit reel-Ma,psuM,Item. and completing benches up to 19 of ripe diameter. Item Includes repreutp doghouses as necessary 14. Far pe hole n curb amps. 15 Clean joint and patch Mt 3U18 cmMound. Average faint 3 - Ads x l'deep. Item for all rim, Manduess of actual depth t Locations to be determined In the Dead by to engineer. 19. Slaw or wood fiber Nanket is an eccaplable abema9va. Netrq material shag be June hard 17 Only to the mea 11 raaueal by mwimer Pam ID or during vie restoration. 18. Applcabn ata of 3.5031b I amt malar. Apply on all areas without crams control blanket or am. 19. Contactor shall ]mea temporary Prolene, turned, for Muslim troy prebrm crosswalks, stop bars and tum arrows. Damage to exis m, mmtlns shag be replaced m -Mod Mt no additional compema0on. EXHIBIT M2 PRELIMINARY ANDOVER ASSESSMENT WORKSHEET Project Name: 2023 Mill & Overlay - Prairie Road (MSA 198-101-013) Project No.: C.P. 23-15 Feasibility Report Date: 2/7/2023 Const. Amount: $310,300.00 Contract Award Date: Amount: Actual Construction Cost Amount: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1%of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost ct for Extra 0.5' Pavement Thickness Standard Street Related Construction Costs Standard Street Related Indirect Costs Total Standard Street Related Project Costs Standard Street Costs (25%) Front Footage within project limits Feasibilitv Amount $ 43,500.00 $ 9,310.00 $ 3,100.00 $ 1,000.00 $ 1,000.00 $ 2,500.00 $ 5,000.00 $ 6,570.00 $ 72,000.00 23.20335/a Amount: $ 382,300.00 $ (38,800.00) $ 261,200.00 $ 60,700.00 $ 321,900.00 80,500.00 8,950 LF Feasibility Assessment Rate Front Foot (2) $ 80,500.00 / 8950. FF = $ 9.00 Actual Assessment Rate Per Front Foot (2) / 8950. FF = 23-15 Funding Summary Estimated Assessable Costs (3) $ 25,600.00 Estimated City Costs - Trunk Water Fund $ 12,700.00 Estimated City Costs - Road and Bridge Fund $ 344,000.00 Total Estimated Project Costs $ 382,300.00 Notes: 1) Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. 2) Assessable rate per front foot based upon total ROW front footage. 3) Assesment per parcel based upon Assessable FF rate times parcel ROW front footage outside of Coon Creek floodplain boundary (refer to Prelim Assessment Roll). EXHIBIT M3 2023 Mill & Overlay - Prairie Road (MSA 198-101-013) - Preliminary Assessment Roll - City of Andover (City Project 23-15) PID# Owner Name Property Address Plat Owner Address City State Zip Code Assessed Front Footage (3) Estimated Actual Assessment Assessment 253224310001 FOYT, SCOTT V 14424 PRAIRIE RD 14424 PRAIRIE RD NW ANDOVER MN 55304 506.4 $4,557.60 253224310009 FISCHER, MARK D 14370 PRAIRIE RD 14370 PRAIRIE RD NW ANDOVER MN 55304 276.3 $2,486.70 253224310010 PAPE, STEVEN G 14396 PRAIRIE RD 14396 PRAIRIE RD NW ANDOVER MN 55304 253.6 $2,282.40 253224330005 MORTENSEN JENNIFER L 14122 PRAIRIE RD 14122 PRAIRIE RD NW ANDOVER MN 55304 380.5 $3,424.50 253224340009 DUKE SUSAN E 14191 PRAIRIE RD 14191 PRAIRIE RD NW ANDOVER MN 55304 403.0 $3,627.00 253224340010 TH CONSTRUCTION OFANOKA INC 14157 PRAIRIE RD 617 E MAIN ST ANOKA MN 553031 320.0 $2,880.00 253224340014 ICHAPMAN, RYAN J 14212 PRAIRIE RD CROWN POINTE EAST 2ND ADD 14212 PRAIRIE RD NW ANDOVER MN 55304 149.1 $1,341.90 253224340022 CHOUINARD, SUSAN 14123 PRAIRIE RD CARSON RIDGE 14123 PRAIRIE RD NW ANDOVER MN 55304 228.1 $2,052.90 253224340033 RIES, MICHAEL W 14279 PRAIRIE RD CATCHERS CREEK 2ND ADDITION 14279 PRAIRIE RD NW ANDOVER MN 55304 230.0 $2,070.00 363224220005 ROERWING LLC 14030 PRAIRIE RD 7O8 CLEVELAND AVE SW #200 NEW BRIGHTON MN 55112 244.0 $2,196.00 Totals (1) 1 2991 $26,919.00 Notes: 1) Total Assessments do not exactly match the cost estimate due to rounding. 2) Assessable rate per front foot based upon total ROW front footage. 3) Assesmenl per parcel based upon Assessable FF rate times parcel ROW front footage outside of Coon Creek floodplain boundary. EXHIBIT M4 Appendix N (Andover Boulevard NW: CP 23-16): Exhibit NI: Project Location / Assessed Parcels Map Exhibit N2: Preliminary Construction Cost Estimate Exhibit N3: Preliminary Assessment Worksheet Exhibit N4: Preliminary Assessment Roll 2023 Mill & Overlay - Andover Boulevard (MSA 198-110-005) City Project: 23-16 FEASIBILITY ESTIMATE C.P. 23-16 Notes: 1. Regardless of depth. 2. For excavation adjacent to ped ramp improvements if necessary. Includes off-site disposal of excess material it not suitable (no sod chunks) for backfill. 3. Removal of existing crack fill material from curb / pavement edge is incidental to this item prior to paving. Mill off entire wearing course. Dispose of millings off-site. 4. Item to be used it existing valve box top is rusted shut and not adjustable. Remove existing valve box top and F&I new valve box top. Adjust to grade. S. Complete item only if directed infield by engineer. Item includes new concrete adjusting rings and Inf-Shield or Gator Wrap (sanitary sewer). 6. Protect casting, touch up mud on existing concrete adjustment rings inside structure. 7. Item shall include filling sump with reds -mix , pouring invert, and constructing benches up to 1/3 of pipe diameter. Item includes regrouting doghouses as necessary. 8. For pedestrian curb ramps. 9. Clean joint and patch with 3U18 compound. Average joint 3" wide x 1" deep. Item for all joints, regardless of actual depth/width. Locations determined in field by engineer. 10. Contractor shall attempt to protect existing loop detectors. It one is damaged, item includes in-kind replacement including all items and appurtenances necessary to satisfaction of Anoka County Highway Department. 11. Straw or wood fiber blanket is an acceptable alternative. Netting material shall be jute netting. 12. Only to be used'd requested by engineer prior to or during site restoration. 13. Application rate of 2,500 Ib / acre minimum. Apply on all areas without erosion control blanket or sod. 14. Contractor shall install temporary protective covering for existing poly preform crosswalks, stop bars and turn arrows. Damage to existing markings shall be replaced in-kind with no additional compensation. EXHIBIT N2 Participating (MSA 198-110-005) ESTIMATED QUANTITIES NOTES ITEM NO. DESCRIPTION UNIT EST. QUAN. UNIT PRICE AMOUNT 1 2021.501 Mobil¢ation LS 1.00 $13,500.00 $13,500.00 2 2104.503 Sawin Bit Pavement Full Depth) LF 50 $2.50 $125.00 1 3 2104.518 Remove Bituminous Pavement SF 500 $1.00 $500.00 2 4 2705.607 lCommon Excavation EV CY 2 $40.00 $80.00 5 2211.509 lAggregate Base Class 5 TN 17 $30.00 $510.00 3 6 2232.504 Mi111 uminous Surface 2" Sy 11,140 $1.50 $16710.00 7 2357.506 Bituminous Material For Tack Coat Gal 780 $3.50 $2,730.00 8 2360.509 IType SP 9.5 Wearing Course Mix 3,B TN 1,570 $79.001 $124,030.00 9 2360.509 IType SP 9.5 Waarin2 Course Mix 2,8 - Driveways TN 5 $120.00 $600.00 10 2360.509 Type SP 12.5 Bit Mixture for Patching (3,B) TN 3 $130.00 $390.00 11 2504.602 Ad'ust Valve Box EA 6 $300.00 $1,800.00 4 12 2504.602 Ad'ust Valve Box - F&I New Valve Box Top EA 3 $550.00 $1,650.00 5 13 2506.502 Adjust Frame & Ring Casting - Sanitary EA 9 $600.00 $5,400.00 6 14 2506.602 Mud Existing Casting Rings EA 13 $225.00 $2,925.00 7 15 2506.607 Fill Catch Basin Sum - Pour Invert CY 7 $650.00 $4,550.00 8 16 2521.618 6" Concrete Walk - Special SF 550 $16.00 $8,800.00 9 17 2531.602 Clean and Patch Conc. Curb & Gutter Joint EA 20 $50.00 $1,000.00 18 2531.618 Truncated Domes SF 100 $50.00 $5,000.00 19 2563.601 Traffic Control LS 1.00 $5,000.00 $5,000.00 10 20 2565.602 Replace NMC Loop Detector 6'x 6' EA 4 $1,400.00 $5,600.00 21 2573.502 Storm Drain Inlet Protection EA 13 $170.00 $2,210.00 22 2574.507 Loam Topsoil Borrow LV CY 2 $50.00 $100.00 23 2574.508 Fertilizer !Yee t LB 4 $2.00 $8.00 11 24 2575.504 Rolled Erosion Prevention Category 20 SY 110 $8.00 $880.00 12 25 2575.505 Weed Spraying ACRE 1 0.02 $2,000.0 $40.00 26 2575.505 Seeding ACRE 0.02 $5,000.00 $100.00 27 2575.508 Seed Mixture 25-151 LB 4 $10.00 $40.00 13 28 2575.508 Hydraulic Mulch Metric LB 50 $10.00 $500.00 14 29 2581.601 Protect Poly Preform Pavement Markings LS 1 $3,000.00 $3,000.00 30 2582.503 4" Solid Line Paint LF 4,300 $0.50 $2,150.00 31 2582.503 4" Broken Line Paint LF 7001 $0.50 $350.00 32 2582.503 4" Double Solid Line Paint LF 1 3.1001 $1.00 $3,100.00 2582.503 18" Solid Line Paint LF 100$3.00 $300.00 2582.503 24" Solid Line Paint LF 450 $3.50 57,575.00 2582.518 Pavement Message Paint SF 760 $3.00 52,280.00 i33 Estimated Consbucdon Cost $217,500.00 10% Contingency $21,800.00 Tota/ Estimated Project Cost $239,300.00 C.P. 23-16 Notes: 1. Regardless of depth. 2. For excavation adjacent to ped ramp improvements if necessary. Includes off-site disposal of excess material it not suitable (no sod chunks) for backfill. 3. Removal of existing crack fill material from curb / pavement edge is incidental to this item prior to paving. Mill off entire wearing course. Dispose of millings off-site. 4. Item to be used it existing valve box top is rusted shut and not adjustable. Remove existing valve box top and F&I new valve box top. Adjust to grade. S. Complete item only if directed infield by engineer. Item includes new concrete adjusting rings and Inf-Shield or Gator Wrap (sanitary sewer). 6. Protect casting, touch up mud on existing concrete adjustment rings inside structure. 7. Item shall include filling sump with reds -mix , pouring invert, and constructing benches up to 1/3 of pipe diameter. Item includes regrouting doghouses as necessary. 8. For pedestrian curb ramps. 9. Clean joint and patch with 3U18 compound. Average joint 3" wide x 1" deep. Item for all joints, regardless of actual depth/width. Locations determined in field by engineer. 10. Contractor shall attempt to protect existing loop detectors. It one is damaged, item includes in-kind replacement including all items and appurtenances necessary to satisfaction of Anoka County Highway Department. 11. Straw or wood fiber blanket is an acceptable alternative. Netting material shall be jute netting. 12. Only to be used'd requested by engineer prior to or during site restoration. 13. Application rate of 2,500 Ib / acre minimum. Apply on all areas without erosion control blanket or sod. 14. Contractor shall install temporary protective covering for existing poly preform crosswalks, stop bars and turn arrows. Damage to existing markings shall be replaced in-kind with no additional compensation. EXHIBIT N2 PRELIMINARY ANDOVER ASSESSMENT WORKSHEET Project Name: 2023 Mill & Overlay - Andover Boulevard (MSA 198-110-005) Project No.: C.P. 23-16 Feasibility Report Date: 2/21/2023 Const. Amount: $239,300.00 Contract Award Date: Amount: Actual Construction Cost Amount: Estimated Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (I% of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1 %) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Estimated Expenses Expenses Multiplier Total Estimated Project Cost Deduct for Extra 0.5" Pavement Thickness Deduct for Extra Width (38.33' vs 28.33' bit width standard) Total Standard Street Related Construction Costs lard Street Related Indirect Costs Standard Street Related Project Costs Standard Street Costs (25%) Feasibility Amount $ 33,600.00 $ 7,180.00 $ 2,390.00 $ 1,000.00 $ 1,000.00 $ 2,000.00 $ 3,000.00 $ 6,570.00 $ 56,700.00 23.69411% Amount: $ 296,000.00 Feasibility Assessment Rate Front Foot (2) Actual Assessment Rate Per Front Foot (2) $ (27,600.00) $ (36,800.00) $ 174,900.00 $ 41,400.00 $ 216,300.00 54,100.00 54,100.00 / 4974.7 FF = $10.90 / 4974.7 FF = 23-16 Funding Summary Estimated Assessable Costs (3,4) $ 29,600.00 Estimated City Costs - Road and Bridge Fund (4) $ 266,400.00 Total Estimated Project Costs $ 296,000.00 Nates: 1) Totals are rounded. Actual amounts will be used for the Estimated assessments calculations. 2) Assessable rate per front foot based upon total ROW front footage. 3) Assessment per parcel based upon FF rate x FF outside of Coon Creek floodplain boundary (see Prelim Assessment Roll), 4) Assessable amount for Eveland Fields Park included in City Costs - Road and Bridge Fund EXHIBIT N3 2023 Mill & Overlay - Andover Boulevard (MSA 198-110-005) - Preliminary Assessment Roll - City of Andover (City Project 23-16) PID# OwnerName Property Address Plat Owner Address City Total Front ootage(24) Assessed Front Footage (2-4) Estimated Actual Assessment Assessment 273224210007 ANOKA HENNEPIN IND SCHOOL D11 2115 ANDOVER BLVD 2727 N FERRY ST ANOKA 2152.5 2152.5 $23,462.25 273224220004 ANDOVER CITY OF 2275 ANDOVER BLVD 1685 CROSSTOWN BLVD NW ANDOVER290 W4974.7 290 $3,161.00 273224220005 EVELAND, DONALD 2575 ANDOVER BLVD NW ANDOVER100 100 $1.090.00 273224230018 ERICKSON RICHARD C 15855 260TH ST LINDSTROM1034.3 460 $5,014.00 273224240007 ANOKA/HENN IND SCHOOL DIST #11 CREEKSIDE ESTATES 2727N FERRY ST ANOKA 1397.9 0 $0,00 Totals (1) 4974.7 1 30025 $32.727.25 Notes: 1) Total Assessments do not exactly match the cost estimate due to rounding. 2) Front footage for PID 273224220004 used is 290' based upon parcel width assuming 1 00'wide ROW extended west along Andover Blvd. 3) Front footage for PID 273224220005 used is 100' assuming 100' wide ROW continued along Andover Blvd up to parcel. 4) Front footage for PID 273224230018 used is 460' based upon middle of parcel fronting Andover Blvd outside of floodplain. 5) Front footage for PID 273224240007 used is 0' based upon entire parcel fronting Andover Blvd unbuildable due to floodplain. EXHIBIT N4 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City AdministOfP kic FROM: David D. Berkowitz, Director rks/City Engineer SUBJECT: Approve Plans & Specs/Order Ad for Bids/21-39/1615' Ave. NW & Tulip St. NW Reconstruction - Engineering DATE: February 21, 2023 INTRODUCTION The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 21-39, 1615 Avenue NW & Tulip Street NW Reconstruction. DISCUSSION Plans and specifications have been completed for the reconstruction of Tulip Street NW from 1571h Avenue NW to 16151 Avenue NW, Tulip Street NW from 400' south of Valley Drive NW to Valley Drive NW, and 1615` Avenue NW from Round Lake Boulevard NW to Tulip Street NW (see attached location map). The project will consist of reclaiming the existing bituminous roadway, replacing sections of deteriorated concrete curb and gutter, minor storm sewer / culvert replacements as needed, constructing a new bituminous surface, turn lane improvements for Pine Hills North and Pine Hills South Park and turn lane improvements at 16151 Avenue NW and Round Lake Boulevard NW. In addition, as part of this project improvements will be made to the traffic signal at 16151 Avenue NW and Round Lake Boulevard NW. The traffic signal improvements will be incorporated into the plans but are not included in the assessment costs. Neighborhood informational meeting was held on October 18, 2022 with the affected residents to discuss the project and answer preliminary questions. Public Hearing for the project was held on January 17, 2023. Plans and specifications are available in the City Engineer's office for review. BUDGETIMPACT The project will be funded from the City's Road & Bridge Fund (reimbursed through Municipal State Aid funds) with a portion of the total project costs for the roadway improvements assessed on a front footage basis to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy and discussed in the feasibility report. Costs related to the traffic signal improvements will be shared by the City and Anoka County. ACTION REQUIRED The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 21-39, 16151 Avenue NW & Tulip Street NW Reconstruction. Respectfully submitted, � David t D. Berkowitz Attachment: Resolution & Location Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 21-39, 161sT AVENUE NW & TULIP STREET NW RECONSTRUCTION. WHEREAS, pursuant to Resolution No. 007-23, adopted by the City Council on the 171h day of January, 2023 the City Engineer has prepared final plans and specifications for Project No. 21-39. WHEREAS such final plans and specifications were presented to the City Council for their review on the 21St day of February, 2023. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the Final Plans and Specifications. BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby direct the City Clerk to seek public bids as required by law, with such bids to be opened electronically and virtually at 2:00 a.m. March 23 , 2023. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 21St day of February . 2023 with Councilmembers voting in favor of the resolution, and Councilmembers against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner— Deputy City Clerk voting (5) 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: CC: FROM: SUBJECT: DATE: Mayor and Council Members �� 100 Jim Dickinson, City David D. Berkowitz, Director Approve Water Quality Cost Share Watershed District- Engineering February 21, 2023 Engineer with Coon Creek INTRODUCTION The City Council is requested to approve the Coon Creek Watershed District (CCWD) Grant and cost share agreement for the purchase of two sets of JOMA plow blades and weather forecasting and real-time roadside data subscription services for Public Works The City has been awarded a CCWD Water Quality Cost -Share Grant to purchase two sets of JOMA plow blades and weather forecasting and real-time roadside data subscription services which both will help in reducing winter salt use, thereby improving water quality within CCWD and the City. The purchase and implementation of both devices shall be completed by June 30, 2024. The JOMA plow blades help reduce salt required to maintain safe roadways. Unlike ridged steel blades, JOMA carbide encased rubber plow blades form to the contour of the road. In doing so it mechanically cleans the surface more effectively and therefore requiring less salt to be applied. Weather forecasting and real-time roadside data subscription reduce salt use by allowing management to decide what best management practices for salt application to utilize for current and predicted weather and roadway conditions. BUDGETIMPACT The grant is for a maximum $6,423.36 not to exceed 50% of the total cost. The City's portion would be funded through the general operating budget through Snow & Ice Removal. ACTION REQUIRED The City Council is requested to approve the Coon Creek Watershed District (CCWD) Grant and cost share agreement for the purchase of two sets of JOMA plow blades and weather forecasting and real-time roadside data subscription services for Public Works Respectfully submitted, c--O�Z �L David D. Berkowitz, P.E. Attachments: CCWD Water Quality Cost -Share Agreement & CC" Water Quality Cost -Share Program Grant Application ✓ COON CREEK WATERSHED DISTRICT WATER QUALITY COST -SHARE AGREEMENT This Agreement is entered into , 2023 (Effective Date), by the Coon Creek Watershed District, a metropolitan watershed district and political subdivision of the State of Minnesota (District), and the City of Andover, a Minnesota municipal corporation (City). RECITALS A. The District and the City share a common interest in water resource protection and improving water quality within the Coon Creek Watershed District and the City of Andover. B. The City intends to undertake the following project: the purchase of two sets of JOMA plow blades and weather forecasting and real-time roadside data subscription services, to be used by the City in reducing winter salt use (Project). C. The above City Project will reduce chloride loading to at -risk receiving waters, thereby improving water quality within the City and the Coon Creek Watershed District. D. The City has applied to the District for cost -share assistance in implementing this Project. E. The District under its Water Quality Cost -Share Program desires to provide the City cost -share assistance for the above water quality improvement Project, as more particularly set forth below. THEREFORE, in consideration of mutual promises set forth below and other good and valuable consideration, the District and City agree as follows: 1. Scope of Work. The City assumes the full and sole responsibility for implementation of the Project as set forth in the City's Grant Application attached as Exhibit A. The City will purchase the JOMA plow blades and weather subscription services to reduce salt application and chloride loading. 2. Project Completion. The City will complete the above Project by June 30, 2024, unless this Agreement is amended by the parties' written mutual consent to reschedule the work and funding. 3. Cost -Share Funds. To defray the Project costs to the City, the District will provide the City cost -share assistance up to the total amount of $6,423.36, not to exceed 50% of total Project costs as outlined in the attached Exhibit A Grant Application Budget Form. 4. Terms of Payment. The District upon the Effective Date of this Agreement will disburse to the City 80% of the Project's above cost -share amount. On District receipt of the certification of completion and review of such Project documentation as it may require, including receipts documenting actual Project costs, the District will disburse to the City the remaining District approved cost -share funds. Summary data on salt use reduction attributable to the Project and a brief verbal report to the District Technical Advisory Committee is required. 5. Term of Agreement; Survival of Terms; Incorporation of Exhibits. This Agreement will be effective on , 2023, and will expire on June 30, 2024, or when all obligations have been satisfactorily fulfilled, whichever occurs first. All clauses which impose obligations continuing in their nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this Agreement, including, without limitation, the following clause: 7(E) Government Data Practices. Exhibit A is attached and incorporated by reference. 6. Contingencies. The District's obligation to provide cost -share funds is contingent on the City's compliance with the terms of this Agreement, including but not limited to Project completion in accordance with the District -approved plans and specifications, by the June 30, 2024 completion date. The City will return to the District any cost -share funds already received if this condition is not satisfied. 7. Miscellaneous. A. Relationship of Parties. Nothing in this Agreement creates or establishes a partnership, joint venture or agency relationship between the parties. District review or approval of design plans and specifications, and any other Project -related documents is solely for the District's own accounting for funds expended. As betwelen Jhe parties, the City is solely responsible for selection of the Project design)TR ids tNremeans, method and manner of construction. Nothing in this Agreement creates a right in any third -party or affects any immunity, defense or liability limitation enjoyed by either parry. B. Employees. The City represents that it has or will secure, at its own expense, all personnel and/or contractors required for the performance of this Agreement. No City personnel or contractor will be considered an agent, representative or employee of the District. C. Assignment or Modification. This Agreement binds and inures to the benefit of the City and the District, and their respective successors and assigns. Neither parry may assign this Agreement without the prior written consent of the other. Any modification of the Agreement must be in writing and signed by both parties. D. Notices. Any notice provided under this Agreement will be sent by certified mail, return receipt requested, or by personal service at the following address: City of Andover 1685 Crosstown Boulevard NW Andover, MN 55034 Coon Creek Watershed District 13632 Van Buren Street NE Ham Lake, MN 55304 E. Government Data Practices Act. The District and City will comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as amended, as it applies to all data created, collected, received, stored, used, maintained or disseminated by the District or the City under this Agreement. F. Recitals. The Recitals stated above are incorporated as part of this Agreement. COON CREEK WATERSHED DISTRICT: By President, Board of Managers Dated: CITY OF ANDOVER: By Mayor Dated: By City Administrator Dated: Exhibit A CoonCreek Watershed District 1363 13632 Van Buren St NE Ham Lake, MN 55304 763.755.0975 Office Use: Grant App # (WAN) Amount Awarded Funding Agreement signed CCWD Water Quality Cost -Share Program Grant Application Applicant Name, Title Jason Baumunk, Parks & Streets Operations Manager Organization City of Andover Address 1685 Crosstown Blvd NW 55304 Email, Phone I.baumunk(d)andovermn.gov 763-767-5178 Project Information - Be c1car and brief 11 necessary, attach ct&litionul pages Title Winter Plow Operations Improvement, Chloride Reduction Description We try to be as proactive as possible with reducing the amount of road salt applied and What, where, when, still maintain safe streets. We do this by attempting to remove as much snow and ice from the roadway mechanically, then applying the right amount of salt at the right time. and why? To achieve the first goal, we outfitted both our new plow trucks with Joma 600 plow blades. These are carbide impregnated rubber blades. They contour the road better to If the project is subject physically remove more snow and ice from the road surface, resulting in less salt that needs to be applied. The other benefit is they are less aggressive on the road surface, to a District permit, which results in less aggregate broken loose and ending up in the storm sewer system. describe how the The second goal is achieved through a subscription to hourly weather prediction service, proposed work goes and two roadway weather stations that provide live road temp, air temp, humidity, dew live image This is point, and of the roadway. critical to assist the decision-making above and beyond process on when to treat the road and how many pounds of salt per lane mile is needed. permit requirements. With cost share support, we propose to outfit 2 additional trucks with Joma blades and continue these pilot salt reduction strategies for an additional year through 2024. We will evaluate salt use during the next 2 winters compared to past years to estimate chloride pollution reduction. We will share our results and insights with the CCWD TAC to promote widespread adoption of these practices. 2022 invoices are included as estimates for projected 2023 expenses. Water Quality Both new plow trucks operate within the CCWS boundary, and both have routes Outcomes directly adjacent to the CCWS floodplain and CCWS drainage sensitive areas. The combination of the Joma plow blades and the accurate weather services, Include pollutants or we are able to reduce the salt required to maintain safe roadways throughout parameters addressed the winter. The reduction in salt directly impacts the amount of chlorides that and receiving water(s) enter the watershed. We have also seen less of the road surface in the gutter benefited. Quantify line in the spring when using the rubber Joma blades in the past. This reduces when possible. the amount of sediment the enters the storm water system, ultimately leading to cleaner discharge into our natural waters. Secondary Both of these items have a direct effect on the safety of those who travel our Benefits City streets. With the accurate weather information, we can more precisely schedule the needed resources required to maintain the 200 plus miles of flood mitigation, Andover streets. With correct timing, we can greatly reduce the amount of safety, aesthetics, snowpack on the road surface, increasing safety and reducing the amount of reduced maintenance salt required to remove the hardpack and ice. Total $ Requested not to exceed $50, 000 or $6,423.36 50% ofproject cost Attach design, photos, or other related project documents as Signature/ Date: valid without Fill out budget form or attach quote (only include line items related to stated water quality outcomes) Item Unit Quantity Unit Cost Total Joma 6000 Blade System 2 $1806.57 $3613.14 Frost Weather Solutions 2 $2500 $5000 DTN Clearpath Weather 1 $4233.56 $4233.56 Grand Total $12,846.70 Please use sameformat on separate page ifneeded 2 �.1S Engineering, Inc. 1988 247th St Saint Augusta, MN 56301-6200 Phone# (320)251-4558 Fax # (320) 251-0018 City of Andover 1685 Crosstown Blvd NW Andover, MN 55304-2812 us Invoice 10/17/2022 37241 Jason Net 30 JS 10/1712022 Derwen Two oDmplete -11' JOMA 4 0 JOMA 6000x4 4ft Edge (39) 502.92 Z01 1.68T 4 0 JOMA BS23901MH Oft Back Support, 314'x4'x47.314- 71.12 284.48T SBFC (34#) 4 0 SSSTRAP484ftSbapforJ0MAorSno-Shock(518PSor 55.88 223.52T 518C bolt) 25# 2 0 JOMA 60004 aft Edge (29#) 377.19 754.38T 2 0 JOMA BS23902MH 38 Back Support, 314'x4'45314' 53.34 106.68T SBFC (25#) 2 0 SSSTRAP363ftStrap for JOMAorSnoShock,(5/8PBor 41.91 83.827 5180 boll}, 19# 22 0 518'x4' Plow Balt Gr 8 (PB4L) 2.39 52.68T 22 0 518' NutGr8(PB4L) 0.50 11.00T 1 Subtotal 3,528.14 Freight 85.00 85.00 Total sales tax calculated byP.vaTax 0.00 0.00 Account Code:__Qt0%L/ S 200=1//ns, SEC -01VED Account Code: Account ode: Project ode:_ p OCT U 2022 Dept Ap rovaH_ Finance pprovai:._— FINANCE E EPARTMENT Ta Catcutaled Abon (6.a9,$) $0.00 www.krisengineering.com Total $3,613.14 Terms of Sate: Approved mum vvMbesutlecttoa20%m9ockingcharge. No returns or praductover9Ddays. Norelumsonnon-stockorspeclalcrftftems. Inthe eventof default. purchacervn'8 be responsiNeforreasonable attonery fees and all other costsot collecflon. Therevn'll be a $30.00 service chargeforall (NSF) checks. Frost-sduCons,LLC 276 E Deerpath Rd #627 Lake Forest, IL 60045 US kirsh@frostsol utions. io INVOICE BILL TO Andover, MN PURCHASE ORDER # Streets CentractRevenue FROST SOLUTIONS 1NY010E If 1090 DATE 10/17/2022 DUEDATE 11/15/2022 TERMS Due on receipt DESCRIPTION Mini RWIS Annual Subscription —11/15/22.11/14/23 .................................................................. PLEASE NOTE UPDATE BANK INFO Our preferred payment method is ACH, please remit electronic payments to: Bank Name: Column NA - Brex ABA Routing: 121145349 Account Number: 747446812513740 Please make check payable to'Frost Solutions LLC' and send to: 276 E Deerpath Rd #627 Lake Forest, IL 60045 For a copy of the W9: httpsJ/drive.google.com/file/d/1 FT6WF11WIFCgl78MVk5hDJc9- YOoe2kd/view?usp=sharing Account t ....................... -- ........ BALANCE DUE Account Code;_... _......_.._..__ Account Code;.... -------- Project. Cods;..-,... -- Dept Approvim . ecv2 Finanra A�,��I;,w�a.-------- AMOUNT 5,000.00 $5,000-00 OCT 19 2022 FINANCE:_ OE Y.71ifvl:=;dT If you have any questions, please contact Mike Kirsh at kirsh@frostsolutions.io. DTn° DTN Did you know? DTN fully understands the gravity of the situation our world currently faces. Weare doing all we can to ensure our business operations are fully functional to continue to help you -our customers -to be serviced in the great manner you expect from DTN. If you have any questions, you're encouraged to contact your Customer Success Manager and look at www.dtn.com for additional resources. Customer Service Billing Customer Service: 888.826-4282, weatherbilling@dtn.com Technical Support: 80048SAM Postal Correspondence: Page 1 BAUMUNK,JASON CITY OF ANDOVER, MN 1785 CROSSTOWN BLVD ANDOVER, MN 55304 New Charges $ 4,233.56 Late Fees $ 0.00 Total Due $ 4,233.56 Please send your payment 7-10 days before the due date to allow time for payment processing. To ensure proper payment posting, detach and return lower portion with your payment. Pay My Bill Online: Visit myaccount.dtn.com to submit payments or update your contact information 24 hours a day. By Mail: Send your check and payment slip to the address on payment slip below. DTN 18205 Capitol Ave Ste 100 By Phone: Call billing customer service at the number Omaha, NE 68022 provided to pay by credit card or make changes to your account MONDAY THROUGH FRIDAY 7:OOAM TO 5:OOPM Be sure to include your name, telephone number and DTN (CST). account number whenever you contact us. ................................... I ....................... Detachandreturnthlspayment slip with yourcheckpayable SO DTN..,....... .............................................................. D� w Account No luv 5 6' Du 464'4 2554609 6205026 20-Nov,2022 DTN, uc ArrtountDue $x,233.56 18205 Capitol Ave Ste 100\ a' Payrne@t enclosed Omaha, NE 68022 #BWNCVKR 2554609 '11'I1611Jrlllllr�Il�Idlln'IprIrIIIJ'111II"Illlnldllrlll BAUMUNK,IASON DTN, LLC CITY OF ANDOVER, MN 1785 CROSSTOWN BLVD 26385 NETWORK PLACE ANDOVER, MN 55304 CHICAGO, IL 60673-1263 10000000062050260000000025546097 00000423356 Account Status New Zh61iies New Invoice Due Date Balance Total 6205026 20 -Nov -2022 $ 4,233.56 $ 4,233.56 TOTALDUE $4,233.56 Page 2 Detailed Charges Customer: CITY OF ANDOVER, MN, ANDOVER, MN Account Number: 2654609 service Period 11/14/22-11/13/23 ClearPath Weather $3,600.00 Addl Pavement Forecast Site $ 633.56 SUBTOTAL $ 4,233.56 Total New Charges $ 4.233.56 Subtectto DTN Tema and Conditions Customers aaeptance and activation of the OTN ggoods or services constitutes express acceptance of the Tenm and Conditions, a copy of which was provided to Cusbmer upon inception of the service. Any othertems and conditions presentetl by the Customer, contrary to those provided DTN, do net apply. Canceling service will result in the billing for the duration of the then -current term under the DTN Subscription Agreement pavment tnfonnadon If payment is rOf received by the due date, late fees and/or collection charges Services pro, Ely- Ely- IM may be assessed. Customer understands that DTN may reduce or OTN,LLC QC:1216123332 Omaha, NE 68022 SK: 2446102 disconnect services offered to Customer for non-payment of any charges due. Customer agrees that DTN may charge a reconnection fee in the event Tax ID (EIN) - 20-5551424 MB: 087446-1 that service is disconnected for nonpayment. A $25.00 USD fee will be GST: 83187 6255 RT0001 BC: PST -1000-7804 amassed for all returned checks. For your convenience, DTN accepts .................................................................................................................................................................................................. the following credit cards: Master Card, VISA, Discover, and American Express. Weather Did you know? Worldwide, weather poses serious threats and challenges for a number of industries. Our leading decision support tools and forecast Insights help ensure safe, efficient operations. In a time of increasing weather volatility, managing weather risk is becoming an even more important. From Aviation to Marine to Energy and Sports and Outdoor events our solutions and meteorologists are dedicated to your needs. Find out more about our DTN weather solutions at www.dtn.com Banking Details: Remit in USD DTN, LLC Account No.: 464642771 (ACH) - ABA (Routing)#: 071000013 (Wire) -ABA (Routing)#:021000021 SWIFT ID: CHASUS33 Bank Address: (ACH)-JPMorgan Chase, Chicago, IL (Wire)-JPMorgan Chase, New York, NY 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923z,.,WWW.AN DOVE RM N. GOV TO: Mayor and Council Members e���\\�� \\ / CC: Jim Dickinson, City Administratpr� FROM: David D. Berkowitz, Director of Pubic V4prks/City Engineer SUBJECT: Approve RFP/23-18, Nightingale St. NW & Crosstown Blvd. NW Roundabout & 23-19, Nightingale St. NW & Veterans Memorial Blvd. NW Roundabout - Engineering DATE: February 21, 2023 INTRODUCTION The City Council is requested to approve the Request for Proposal (RFP) for Projects 23-18, Nightingale St. NW & Crosstown Blvd. NW Roundabout & 23-19, Nightingale St. NW & Veterans Memorial Blvd. NW Roundabout and direct staff to solicit proposals. DISCUSSION Attached is a copy of the RFP for the above refenced projects for approval of the City Council. After approval the RFP will be sent out to Engineering Consultants to provide a proposal to provide Engineering design and services for the projects. Proposals are required to be submitted by early April and then the goal is to have a consultant under contract by May of 2023. Project construction is scheduled for spring of 2025. ACTION REQUIRED The City Council is requested to approve the Request for Proposal for Projects 23-18, Nightingale St. NW & Crosstown Blvd. NW Roundabout & 23-19, Nightingale St. NW & Veterans Memorial Blvd. NW Roundabout and direct staff to solicit proposals. Respectfully submitted, CDSO. David D. Berkowitz Attachment: RFP REQUEST FOR PROPOSAL (RFP) Roundabout Design, Permitting, Environmental Documentation and Project Administration for Crosstown Boulevard NW (County Road 18)/Nightingale Street NW City Project 23-18 (SP 198-124-004) and Veterans Memorial Boulevard NW/Nightingale Street NW City Project 23-19 (SP 198-124-003) PROJECT OVERVIEW The City of Andover "City", in cooperation with Anoka County, is issuing this request for a proposal for the preliminary and final design for the construction of roundabouts at the intersections of Crosstown Boulevard NW (County Road 18) & Nightingale Street NW and Veterans Memorial Boulevard NW & Nightingale Street NW in the City of Andover. Andover has been awarded $1,902,600 and $1,035,000 respectfully in HSIP funds for these projects for a total project cost of $2,114,000 and $1,150,000 respectfully. It is the goal of this RFP that the City will have all approvals from county, state, and federal agencies, signed and approved 100 percent plans, specifications, estimates, necessary environmental document, necessary permits and a complete bidding package for these projects by December 1st 2024 so construction can begin in early spring of 2025. The City wishes to enter into a professional engineering services contract for the work described in this request. All work shall comply with the procedures, requirements, and regulations of the Federal Highway Administration, M n DOT, Office of State Aid for Local Transportation, Anoka Co u my a nd other state and federal agencies as required. The intent and scope of work shall include all tasks required to let bids, provide construction staking and assist in project administration for and to complete the roundabout locations as identified. PROJECT BACKGROUND County Road 18 (Crosstown Blvd) is a A -Minor Arterial with a posted speed limit of 45 mph, in its current configuration is an undivided two-lane rural section roadway with no shoulders. There are numerous private access points along this corridor which include Andover High School, Andover Elementary School, Sunshine Park (not a 4(f) property) and City facilities such as Public Works, City Hall and the Andover Community Center/YMCA. Nightingale Street is a City collector street that is fully developed along the east and west sides of the corridor. Veterans Memorial Blvd serves residential development to the west and City facilities to the east. Due to the proximity of the schools, activity at the City park and development these intersections have experienced increasing safety, pedestrian and mobility concerns. To address these issues the City applied for HSIP funding and has been approved for both projects. Crosstown Blvd/Nightingale Street is planned to be a more traditional Single -lane roundabout with future possible expansion and Veterans Memorial Blvd/Nightingale Street would be something smaller in size such as a compact roundabout. Additional available information on this project which includes the HSIP applications and location maps can be found in Appendix A and Appendix B. Additional stakeholders for these projects include Andover residents and Anoka Hennepin School District. The goals of the proposed projects are to improve the safety at the intersections for all users, and provide for better mobility for road users, students, park visitors and pedestrians traveling through the corridor, while minimizing impacts to adjacent properties. Coordination and effective partnerships amongst stakeholders will be paramount to project success. SUMMARY OF WORK TASKS The selected consultant will complete all work needed to develop a preferred alternative with associated construction plans and specification, complete the required environmental documentation, and acquire all permits for construction. The selected consultant will also provide all surveying and traffic studies needed for the permitting and design. The selected consultant will develop preliminary geometric layouts, construction staging plan and final construction plans, as well as complete the required tasks to move the project towards construction. A concept level layout has been prepared as part of the HSIP funding application and is provided. Preliminary design efforts will use this concept layout as a guide in the project development. Efforts in this area will focus on developing geometric layouts, completing traffic analysis and ICE documents, preparing typical sections, profiles and cross sections, identifying potential construction staging, preparing preliminary drainage design, and conducting appropriate studies as needed. The Selected consultant will also be required to manage all utility coordination and relocation in accordance with the City and Anoka County utility requirements. Efforts will also be needed to inform utility companies of the project and to identify existing utility locations. The selected consultant will work closely with the City and Anoka County Highway Department through the right of way process if needed. It will be expected that the selected consultant will produce draft parcel sheets from construction limits at the 30% plan level. These parcel sheets will be used for stakeholder outreach and in negotiations if needed with adjacent property owners to determine final right of way needs which will be fixed at the 60% plan level. Final design for this project will require the development of 30, 60, and 95 percent plans. Plans should contain all information as required in the MnDOT 30%, 60% and 95% checklist available at http://www.dot.state.mn.us/metro/finaldesign/sampleplan.html Final design will include preparing detailed construction plans for the project, including grading, paving, storm sewer, storm water management appurtenances, sanitary sewer and watermain crossings, roundabout design, erosion and sediment control, SWPPP (Storm Water Pollution Prevention Plan), traffic control and staging, signing and striping, trails, and all other information required to complete the plans for letting. This also includes, but is not limited to, drainage maps and hydraulic report for the storm water system. In addition, information on construction cost estimates, right of way requirements, construction limits, and utility relocations will need to be assembled and incorporated into the final deliverables. 2 Public and agency involvement will also be key components of this project. A listing of project tasks is provided below and continues on the next page. Attachment 1 provides a more complete description of specific activities. Task 1. Project Management Task 2. Public and Agency Involvement Task 3. Traffic Study/Roundabout Design Task 4. Surveys and Mapping Task 5. Geotechnical Information Task 6. Preliminary Design Task 7. Identify and obtain all required environmental documentation, approvals and permits Task 8. Identify Right of Way needs Task 9. 30%-60%-95% and Final Design Task 10. Additional Tasks INFORMATION TO BE SUPPLIED BY THE CITY AND/OR ANOKA COUNTY The following will be supplied to the successful candidate: 1. Copy of the 2040 Anoka County Transportation Plan 2. Anoka County Traffic Forecasts (see Transportation Plan) 3. Copy of the crash Data for the project area 4. Traffic counts that have been completed 5. HSIP Application, including ICE document 6. Copy of the Anoka County Access Management Guidelines 7. Copy of the most recent available AADT data for the City and Anoka County Highway system 8. Typical plan organization and plan sheet formats 9. Copy of the City's and Anoka County Right of Way Ordinance 10. A CADD model of the existing right of way base map. The following highlights tasks that will be completed by the City, MnDOT and/or Anoka County: 1. Furnish a property owners list and documentation of the most recent conveyance or deed of record. 2. Provide legal descriptions of parcels in the project area. 3. Agencies will review draft work product and reserve right of approval of same prior to a final plan for all the work described in the Work Tasks Attachment. PROJECT SCHEDULE Key milestones in the project process and delivery are listed below: City Council to Award Contract to Successful Consultant May 2023 30 % Plans & Preliminary Parcel Sketches August 2023 Final Construction Limits, Determined Right of Way Acquisition (If Needed) and Easements Stakeholder Informational Open House (1) November 2023 December 2023 60 Percent Plans & Final parcel sketches February 2024 Stakeholder Informational Meeting (2) April 2024 Permits complete July 2024 95% Plans, Specifications and Estimates August 2024 Final Plans, Specifications and Estimates October 2024 Complete Right of Way Possession (If Needed) November 2024 Project Letting December 2024 PROPOSALCONTENT The City wants an all-inclusive turn -key design project with the consultant being responsible for all aspects of the delivery of these projects. The proposal shall be limited to not more than 10 pages, not including cover letter, examples of work, graphical materials (maps, pictures, and drawings), personnel qualifications and items required under numbers 5 and 6 below. Submissions shall be digital (PDF) and submitted via email, FTP, CD, or memory stick. One Paper copy will also be required. The following will be considered minimum contents of the proposal and must be submitted in the order listed: 1. A statement of the objectives, goals and tasks to show the firm's view and understanding of the nature of the contract. 2. A description of the deliverables to be provided by the firm. 3. An outline of the firm's background and experience with examples of similar work done by the responder, a list of roundabouts delivered by the firm including in the past 5 years and a list of the primary personnel who will conduct the project, detailing their training, work experience and employee category. The project manager assigned to the project must be stated in the proposal and shall remain throughout the project, if he/she is still employed by the firm. No change in other key personnel assigned to the project will be permitted without the written approval of the agency project manager. 4. A detailed work plan that will identify the major tasks to be accomplished and timeline for completion to be used as a scheduling and managing tool, as well as the basis for invoicing. Please identify any optional work tasks in this area as well as in the detailed cost breakdown (see 6 below). 5. Identification of the level of the sponsoring agencies participation in the contract, as well as any other services to be provided. 6. A detailed cost breakdown of the tasks to be performed with a breakout of the hours for each employee category (e.g., principals, senior engineers, technicians, etc.) per work task identified. The consultant will show the hourly rate for the key personnel (by name) and for each employee category, which will also break out and list any direct expenses, overhead and profit. The consultant will indicate any assumptions made (e.g., number of meetings, number of drafts, etc.) and include this information with the cost proposal. Total dollar amounts for each work task and deliverable shall also be shown as well as total dollar cost for the entire project. The total final dollar amount shall be noted as not -to -exceed. Due to the nature of public and agency involvement, it is difficult to pinpoint the exact number of meetings (Anticipated are 2 public information meeting, 3 City Council meetings, 2 Private Utility Company meetings and 10 Project Management Team meetings with City staff and Anoka County) before the projects begins. However, because things may change, the consultant should also prepare a typical per meeting cost for possible meetings outside what is previously listed. Any optional work tasks suggested by the consultant shall be indicated as such and include the information identified above. Please submit the cost estimate in a separate electronic document. The cost estimate is not considered as part of the 10 -page limit. Cost estimates should include name of individual(s), job classification, rate, estimated number of hours, materials, equipment, overhead and profit and subcontractors. CONTACT FOR QUESTIONS Prospective responders who have questions regarding this request for proposal may call or write: David D. Berkowitz, PE, Director of Public Works/City Engineer City of Andover 1685 Crosstown Blvd NW Andover. MN 55304 Phone: 763-767-5133 Email: d.berkowitz@andovermn.gov DELIVERY OF ELECTRONIC PROPOSALS All proposals must be sent to David Berkowitz as identified above. All proposals must be received no later than 3:30 p.m. (central time) on Friday, April 7, 2023. Late proposals will not be considered. • Please include a PDF of the entire proposal. An authorized member of the firm must sign the proposal. • All costs incurred in responding to this RFP will be borne by the responder. • Electronic submittals will be required along with one paper copy. PROPOSAL EVALUATION Representatives of the City will evaluate all proposals that are received by the deadline. In some instances, an interview may be a part of the evaluation process. The City will review the submitted RFP's in four areas: work plan/schedule; roundabout design experience of personnel working on the project; understanding of the project objectives; and cost. The City will select the firm/team that best understands the project, can deliver the project in a timely manner, has quality personnel, and can deliver the job at a reasonable and realistic cost. It is anticipated that the evaluation and selection will be completed Friday, April 21, 2023. AGENCY NOT OBLIGATED TO COMPLETE PROJECT This request for proposal does not obligate the agency to award a contract or complete the project, and the agency reserves the right to cancel the solicitation or parts of the solicitation. Attachment 1—Work Tasks Descriptions Task 1 Project Management 1.1 Administration Administration of the project will include monthly progress reports, invoicing, contract amendment requests (if necessary), cost and schedule updates, billing preparation, other non- technical work, communication with the necessary project personnel and all other work to ensure all the project tasks are completed on time, within budget and in accordance with state and federal laws, rules and regulations. Progress reports and invoices shall be submitted monthly. The progress report must show the progress for the month, and the progress to date for each task. The consultant will also identify any work that may require any anticipated scope change to the City Project Manager for approval prior to completing work. 1.2 General Coordination General coordination of the project will include scheduling project management team meetings, agency coordination meetings, public open house meetings, utility meetings and any other meetings as required. The selected consultant will also be responsible for seeking out contact information and inviting stakeholders pertinent to each meeting. The City will be responsible for securing locations for public open house meetings. 1.3 Quality Assurance and Quality Control Functions (CA/QC) The consultant will perform QA/QC functions throughout the project duration to ensure delivery of a quality product in a timely manner. Consistency in project management for this project is paramount. No changes in project management personnel will be made without a written notice. Conditions where changes in key personnel are unavoidable (personnel no longer employed by the firm) are understood. Substitutions based on new projects or other additional workloads will not be favorably received. Likewise, the City will notify the selected consultant if there are changes in key personnel for the City. Deliverables: • Monthly progress and status reports (including detailed project schedule). • Schedule monthly project management team meetings and other meetings identified above ■ Coordinate activities with stakeholders via phone, e-mail and written correspondence ■ Submit invoices in a timely manner 1. Task 2 Public and Agency Involvement Public and agency involvement are important factors in the success of this project. There are primarily six meeting types that will need to be conducted as part of this project. Specific details are provided under each meeting type. As indicated in the main body of the proposal, consultants may wish to modify the number of meetings, by type, that are included in the descriptions below. Please note your assumptions in your detailed work plan and cost proposal. Any optional meetings should be included as an optional task cost. In addition to meetings, work with a project website and other public involvement strategies will be required. 1 Project Management Team (PMT) Meetings The consultant will hold an initial kick-off meeting to confirm the basic project objectives, solidify a work plan and obtain consensus on project requirements. Monthly or as needed, the consultant will schedule, prepare for, lead, and provide meeting agendas prior to the meeting as well as meeting minutes including a list of action items and responsible parties after the meeting to the project management team. There will be a maximum ten (10) meetings to discuss design, permit, and agency -related issues to the project. 2.2 Project Mailings The consultant will be responsible for preparing, printing and mailing notices for all public meetings and early coordination. The City will provide a list of names and addresses. Please provide a cost to produce and mail post cards in 100 quantity units. 2.3 Public Open House The consultant will conduct two (2) open house meetings. The consultant will be responsible for preparing all written and display materials. The consultant will also be responsible for arranging meeting locations to be approved by the City. Following the meeting, the consultant will document and summarize any comments received for use by the agencies. The consultant will also prepare responses to written comments. The City and County will review comments and responses and supplement responses. Please provide a cost per meeting in the event that additional public meetings are needed. 2.4 City Council Meetings The consultant will conduct up to three (3) meetings with the Andover City Council. The council will need to be brought up to speed on the project and will need to be informed of any changes or new developments in the project. The consultant will supply all materials needed for the meetings and displays. 2.5 Agency Coordination The consultant will coordinate with federal, state, regional and local agencies as is needed to deliver the project. These meetings will be used to coordinate information relating to 1. 8 permits, approvals and other forms of consent beyond the PMT meetings. The consultant will need to prepare for, attend and take minutes at these meetings. It is assumed that two (2) additional agency meetings will be needed. 2.6 Property Owner Meetings If needed the consultant will also need to attend some of the meetings between property owners and the City. The City will coordinate the meetings with the property owners and develop agendas. The consultant will take minutes for the meetings. It is assumed that if needed a minimum of two (2) property owner meetings will be held. 2.7 Utility Coordination Coordination with public utilities and private utilities is critical to this project's success. The consultant will arrange and lead meetings with utility companies to ensure that the project can be constructed starting in 2025. The consultant will be responsible for identifying the appropriate utility companies and to provide the companies copies of plans at the 30 percent, 60 percent, 95 percent level as well as final plans. The consultant will need to coordinate meetings with the utility companies throughout the design process. The consultant will be required to prepare for, attend, and lead the meeting. They will also take meeting minutes. It is assumed that a minimum of two (2) meetings will be needed. The plans and specifications for any city utility work will need to be incorporated into the plans. 2.8 Traffic staging over the shoulder" reviews The City and Anoka County have found that it is critical to identify the timing/staging of construction projects early in the design phase of the project. Staging meetings shall be coordinated with PMT meetings, either before or after and at least two (2) meetings between the 30 and 60 percent plan submittals will be required to discuss all available alternatives for construction. These alternatives should include but are not limited to a full closure or partial closure that incorporates the ability to handle one way or two-way traffic during construction. The consultant is expected to create a design matrix that will present the pros and cons of each construction staging strategy and present cost savings opportunities for each option. The consultant is going to be required to coordinate with the City and Anoka County to determine a solution that is acceptable to both agencies. 2.9 Project Web Site The City will administer a project update on the City's website available to the public that contains a project introduction, description, schedule, public meeting announcements, open house postcards, and a project layout. The selected consultant will be responsible for providing the City with the initial information for the site as well as updates as necessary (up to 5) at the discretion of the City. Deliverables: • Project information described above. ■ Open house postcards in the form of PDF 1. Task 3 Traffic Study/Roundabout Design Studies and reports for roundabouts will be needed as part of this project. Consultant should demonstrate ability and roundabout design experience through history and similar projects. 3.1 ICE Documents An ICE Document was prepared in 2020 for Crosstown Blvd/Nightingale Street and 2022 for Nightingale Street/Veterans Memorial Blvd as part of the HSIP application process. The consultant will be required to update the ICE document. The consultant will coordinate with MnDOT staff to determine the required content for ICE documents. The consultant will then prepare draft reports for the proposed roundabout locations for City and/or County review. Comments from the draft reports will be incorporated into the reports submitted for formal review. Comments and changes as part of MnDOT's review process will be incorporated bythe consultant. The consultant will coordinate with staff at the agencies for all ICE document processing, including obtaining all required signatures and approvals for the documents. 3.2 Preliminary and Final Design Based on the concept developed for the roadway improvements, HSIP application and the preparation of roundabout justification reports. Preliminary and final design will need to take into account potential right of way impacts. Hours for this work should be included in Tasks 6 and 10. 3.3 Traffic Analysis and Development of Corridor Forecasts The selected consultant will use information from the 2040 Anoka County Transportation Plan, or the current Metropolitan Council Travel Demand Model to prepare future forecasts. Future year 2045 forecasts will be prepared for a no -build scenario, up to two build alternatives and up to one additional scenario to be tested at the recommendation of the consultant. The selected consultant should provide a cost estimate for the additional scenario and include the estimate in the cost proposal as an option. In addition to Year 2045 forecasts, the consultant will identify future traffic volumes for the year opening the project to traffic and any other traffic analysis required for project delivery including bus stops, queue lengths & operational impacts at nearby parks and schools. The consultant will prepare Technical Memorandums documenting the forecasting process, the results of the modeling process and any other traffic analysis work required for project delivery. The Technical Memorandum will outline a recommendation for future roadway geometrics. This document will be used as needed in relation to the environmental document. 3.4 Conduct Operations Analysis at Key Intersections Based on existing traffic and future traffic volumes identified in Task 3.3, the selected consultant will provide future operations analysis at all intersections which will need to be completed to determine appropriate intersection control. An existing condition analysis should be performed, using Synchro/Sim Traffic and Rode[ 1 10 software to identify areas along the corridor that currently exhibit operational issues. A similar analysis will be completed for year of opening (2025) and the 20 -year scenario. Recommendations for improvements will be identified and presented in technical memos, ICE documents and any other required traffic analysis reports required for project delivery. Comparing levels of service, queue lengths vs. available storage, operations and safety analysis will also be part of the traffic analysis work. Issues identified through the traffic analysis work will be utilized for the public involvement process, revisions and enhancements to the project layout and determination of the final roadway design. Pedestrian volumes, current and future should also be included in the study to identify safe and efficient pedestrian crossing locations. The selected consultant will collect all the needed traffic counts and turn movements required for the project development and completion. 3.5 Document Safety Improvement Needs Consultant will prepare a 3 -year crash diagram for the project area that will be for used for the project. The crash diagram and supporting data will identify safety issues along the corridor and be utilized to identify potential solutions that can be considered for the proposed project in determining the final design. 3.6 Assess Existing and Future Roadway Access The City and consultant will work with Anoka County to address access management to promote mobility and safety along its corridors. The consultant will need to work with the City and County to complete a final access plan. These access plans may change during the project and the selected consultant will need to carry forward the final access management plan when submitting the environmental document. 3.7 Identify Roadway Deficiencies The selected consultant will note existing roadway deficiencies at each intersection and work with the City and Anoka County to develop an appropriate level of project design that will identify how those deficiencies will be addressed in the project. Deliverables: • Prepare draft and final ICE documents • Coordinate signatures and approvals of reports • Preliminary and final roundabout plans ■ Prepare draft and final Technical Memorandums as needed • Complete all traffic analysis and forecasting work required for project delivery. 1 12 Task 4 Surveys and Mapping Preliminary Survey work shall be completed by the consultant for this project. Surveying and mapping shall be completed in the Anoka County Coordinate system. Survey information shall be provided to the City upon project completion including all AutoCAD files, existing and proposed DTMs, TIN file, point file, and description of vertical control used. The Anoka County Surveyors Office can be referenced for vertical and horizontal control. Survey Standards/Requirements: If surveying with a total station, project must have solidly placed, semi-permanent monumentation (Control Points) that were used in obtaining the survey information of this project. Control points will be tied into Anoka County or MnDOT vertical control monuments (benchmarks) using Second - Order Class I Vertical control field survey methods, or better. Only NGVD88 Datums are acceptable. Control points will also be tied to Anoka County Coordinate System (NAD83 —2011 Adjustment) using Second -Order, Class I Horizontal control field survey methods, or better. If surveying with GPS, VRS (Virtual Reference Station) surveying is not acceptable. The project must have semi-permanent monumentation (Control Points) that were used in obtaining the survey information of this project. Control points will be tied into Anoka County or MnDOT vertical control monuments (benchmarks, tie sheet required) using Second -Order Class I Vertical control field survey methods, or better. Only NGVD88 Datums are acceptable. Control points will also be tied to Anoka County Coordinate System (NAD83 —2011 Adjustment) using Second -Order, Class I Horizontal control field survey methods, or better. Survey information (survey points) shall be collected at a minimum of every 50' in a cross-section . style, showing all grade breaks, horizontal and vertical curves. The distance out from existing centerline to the survey edge shall be a minimum of 100' or at the engineer's discretion. All substantial features shall be observed (located / shot) in the process of conducting the fieldwork, please reference the "Minimum standard detail requirements for ALTA/NSPS land survey tile surveys" table A options 2, 4, 5, 8 and 11. 4.1 Surveying and Mapping Complete survey and mapping work as required for the delivery of the project. Deliverables: ■ All survey and mapping needed for the of project • Existing and proposed Tin files. 1. 13 Task 5 Geotechnical Information The project area will need to be evaluated to ensure that the soils in the area are suitable to support the expanded roadway and the reconstructed intersections. To determine what types of corrections, improvements and/or changes may be needed, geotechnical studies will need to be completed. All work will need to be in accordance with the MnDOT Geotechnical Manual. The following tasks highlight the geotechnical work that is needed for the project. 5.1 Soil Borings Soil boring locations will need to be determined by aerial mapping, field reconnaissance, soil survey information and staff input. Recommendations for locations should be prepared by the consultant with concurrence provided by the City. Soil borings will be required in the existing roadbed and either side of the existing roadbed to the limits of the proposed widened section (including trail and pond locations). Standard penetration borings and supplemental hand auger borings and push soundings may also be needed. Boring logs shall be provided to the City. The logs should include water table, geologic origin, location and other pertinent documentation as is needed. The consultant will be responsible for identifying and providing estimates for probable muck locations and muck depths within the project limits. 5.2 Ponding The proposed projects requires the construction of storm water ponds. The proposed ponds along the corridor will need to have permeability tests completed for all ponds. One piezometer will need to be installed at each pond location. Borings will need to be performed at each ponding location to determine historical high-water levels. Coordination with the City will be necessary to determine any existing or future Drinking Water Supply Management Areas (DWSMA) or wellhead protection areas in the corridor. 5.3 Pave ment/TopsoiI Samples Samples of topsoil will need to be taken throughout the proposed project area to determine representative depths. Additionally, samples should also be taken of the existing roadway to determine depths of bituminous and aggregate courses. Depths should be recorded in a log by location. 5.4 Laboratory Testing Laboratory tests of soil borings will be completed. Tests will include classification (sieve analysis, density, moisture content, etc.), R -value and any other additional tests needed to determine the suitability of soils for construction. 5.5 Traffic Control/Utility Clearance Field notes will be needed to "tie -out' boring locations. 5.6 Engineering Analysis and Reports A final report will be prepared. That document will include at a minimum: an introduction outlining the process for selecting site locations, boring/sample collection and boring/sample analysis; maps of the locations where soil borings and samples were taken; results of the soil borings, pavement samples and topsoil samples; detailed layout outlining the limits of unsuitable foundation material; and recommendations for the proposed roadway design including R value recommendations and proposed pavement cross sections. 1. 14 Deliverables: • Outline of the process selecting soil boring/sample site locations • Detailed maps showing the locations of soil boring/sample sites • Boring logs • Permeability test results • Laboratory test results • Final geotechnical report Task 6 Preliminary Design 6.1 Develop Preliminary and Intermediate Project Layout Use the concepts prepared as a guide in the development of a geometric layout for both projects. Project Management Team (PMT)will review the proposed preliminary layout and provide comments to the consultant. The consultant will incorporate the changes made by the PMT and incorporate those changes into an intermediate layout. Once the intermediate layout is reviewed and approved, the consultant can incorporate any additional changes into the final design process. Deliverables: ■ Preliminary Layouts • Intermediate Layouts 6.2 Identify Utilities and Utility Relocation Locate and identify all private and public utilities including overhead lines as well as any additional utilities that may be on overhead poles to include required adjustments and relocations, including private wells, septic systems, sprinkler systems, and any other item as applicable. The consultant will utilize and follow applicable Right of Way Ordinances to identify all conflicts between existing and relocated utilities and the proposed design. This task will require coordination with Gopher State One, City, Anoka County, utility companies, as well as the property owners. The selected consultant should be advised not all utilities will show up in a Gopher State One Call, it is the consultants responsibility to ensure all utilities are identified. Provide plans to utility companies in conjunction with utility coordination meetings and final submittal. Confirm locations of all utilities within 180 days of final plan submittal. Meetings with utility companies should be identified under Task 2. Account for utility relocations in staging plans and detail the proposed utility relocation work in the special provisions and in utility tabulations. Complete any other associated utility relocation coordination and permitting required for project delivery. Deliverables: ■ Plan sheets ■ Layouts showing existing utility locations verified by utility companies 1. 15 Minutes from meetings with utility companies Copies of information provided to utility companies 6.3 Prepare Typical Sections for Preliminary and Intermediate Layouts The consultant will prepare typical sections based on the preliminary layout. Study partners will review and comment on the proposed sections. Changes will be incorporated to the intermediate typical sections. Deliverables: • Typical sections for preliminary layouts • Typical sections for intermediate layouts 6.4 Prepare Profiles and Cross Sections for Preliminary and Intermediate Layouts The consultant will prepare profiles and cross sections for the preliminary layout. Study partners will review and comment on the proposed profiles and sections. Changes will be incorporated into the intermediate layout profiles and cross sections. Any changes after that point will be incorporated into final design. Deliverables: • Profiles and cross sections for preliminary layouts • Profiles and cross sections for intermediate layouts 6.5 Prepare Preliminary Drainage Design Based on the preliminary layout, the consultant will prepare preliminary drainage design. The preliminary drainage design should also include trunk storm sewer locations/sizing and stormwater treatment pond locations/sizing. This task is important to complete early in the process as any needed ROW for ponding locations needs to be identified early in the project development process. Study partners will review the preliminary drainage design and provide comments. Comments will be incorporated by the consultant and any subsequent changes will be incorporated into final design. Deliverables: • Preliminary drainage design 6.6 Evaluate Potential Construction Staging The consultant will identify and evaluate potential construction staging options. Coordinated with PMT meetings as described in section 2.8, consultant will hold meetings to discuss staging options at or around the 30% plan and before the 60% plan completion. The consultant will present the two most feasible options to the design group for consideration. Based upon design group input, a proposed construction staging plan will be developed. Staging plans must accommodate pedestrians through all phases of construction and account for when and where utility relocations are to occur. Deliverables: ■ Construction staging options ■ Preferred staging plan 1 16 Task 7 Identify and Obtain All Required Environmental Documentation, Approvals and Permits The Consultant shall identify and complete all required environmental documentation (i.e., Cat Ex., PM, 4(f), etc.) and obtain all Federal, State, and Local permits required for this project. The Consultant Proposal shall include all environmental documentation that will be required for this project. Additional environmental documentation/studies that may apply can be described and quantified as an alternate item. Wetlands impacts identified in the proposed design shall be brought forward for discussion and approval at the Technical Evaluation Panel Meetings (TEP). All approved permits shall be shared with the County. Minutes of all such meetings shall be kept by the Consultant and shall become part of the permanent project records, also being shared with the County. Before construction can occur, permits from regulatory agencies will need to be obtained. The consultant will be responsible for obtaining all approvals and permits. 7.1 Wetland Delineation (If present) The consultant will need to identify and delineate any wetlands located along the corridor and prepare a wetland delineation report. This task also includes TEP approval. Depending on the complexity of the design and locations of ponds additional mobilizations for wetlands may be needed. Consultant shall account for this in their proposal. 7.2 Permit and Approval Identification The consultant will be responsible for acquiring all permits required to move the project forward to construction. As part of this process, the consultant will need to coordinate with the Watershed District, Department of Natural Resources (DNR), Corps of Engineers, and any other agencies as required. The consultant will also identify any floodplain or floodway fills and find mitigation locations along the project to offset fills. Anoka County generally replaces impacts to wetlands through the Board of Water and Soil Resources (BWSR) road bank for qualifying impacts and purchases credits from a qualified banking site for impacts that do not qualify for the BWSR road bank. A strong sequencing and justification are expected to be developed by the consultant. The selected consultant shall locate potential wetland banks and facilitate the purchase of any needed credits. The consultant will prepare and submit all needed paperwork to accomplish this task. 7.3 Permit Acquisition The consultant will work with approval and permitting agencies to prepare all materials needed by the reviewing agencies. The consultant will be required to fill out agency forms, prepare maps/exhibits showing project location, areas of impact, location of wetlands, etc. If needed, the consultant may be required to attend meetings/public hearings for the approval agency. These meetings should be counted in the agency and public involvement section. Deliverables: • Wetland delineation and report • TEP meeting(s) • Notice of decision • All environmental documentation, approvals, and permits needed for the project 1. 17 Task 8 Identify Right of Way Needs (If Needed) 8.1 Identify Right of Way Needs (If Needed) Identify all right of way required for the project, to include permanent, temporary and drainage and utility easements. The City will provide copies of the most recent deed(s) of record for each parcel. The consultant will develop legal descriptions and plats as appropriate. This task is a critical path item. 8.2 Right of Way Mapping (If Needed) Incorporate right of way into the construction plans. Provide a color highlighted strip map of the project area overlaying proposed horizontal alignment over the existing ground line showing abutting parcels with boundaries and significant improvements, existing right of way and new right of way. Preliminary right of way parcel sketches will be required with the 30 percent plan submittal. These parcel sketches will be reviewed by the City and Anoka County staff along with the 30 percent plans so that final parcel sketches can be created and submitted with the 60 percent plans. A sample parcel sketch will be provided by Anoka County at the start of the project to be used as a template for this project's parcel sketches. 8.3 Right of Way Tabulation (If Needed) Right of way requirements will be tabulated on each parcel map showing a detailed area breakdown for each parcel to include gross area, before and after areas, existing rights of way area, area of proposed easements by type and wetland areas involved by proposed easement. Deliverables: • ROW Maps • Tabulations of ROW needed • Parcel Sketches (draft sketches delivered at 30%, final at 60%) Task 9 Final Design 9.1 Prepare Cost Estimates Cost estimates will be required by the consultant along the design process to ensure that the City and Anoka County are up to date on costs to compare with budgets. The cost estimates will also be used to ensure that project construction bids are appropriate. There are two subtasks; cost estimates and cost-sharing estimates. a. Develop Cost Estimates Prepare cost estimates at 30, 60, 95 and 100 percent plan completion using a methodology outlined by MnDOT and Anoka County. Draft estimates will be reviewed by MnDOT, the City and Anoka County. Comments from drafts will be incorporated into final cost estimates. b. Develop Cost -Sharing Estimates The City and Anoka County have cost-sharing guidelines for construction projects. Project costs will need to be broken out to identify City and Anoka County costs. Anoka County will provide the selected consultant with a copy of the cost participation guidelines and a sample 1. 18 spreadsheet to use for cost sharing estimates. Cost sharing estimates to be provided at 30, 60, 95 and 100 percent plans. A draft breakdown will be reviewed by the City and Anoka County. Comments from the draft will be incorporated into the final breakdown. Deliverables: • 30, 60, 95 and 100 percent cost estimates ■ Cost-sharing estimate 9.2 30, 60, 95 Percent Plan Preparation 9.2.1 30 Percent Plan Preparation — Completed according to MnDOT 30% checklist ( http://www.dot.state.mn.us/metro/finaldesign/pdf/30percentchecklist.pdf) Prepare proposed plans required for review at 30 percent. Plans will include key elements needed to work towards final plans. Sets of 30 percent plans will be distributed to the City staff and Anoka County for review. Please provide 5 sets of plans for review. Input from local agencies will be incorporated into the 60 percent plan preparation (Task 11.2). The City will route for comments and provide comments back to consultant. Consultant shall make corrections as needed and provide written explanation of how each comment was addressed. 9.2.2 60 Percent Plan Preparation — Completed according to MnDOT 60% checklist (http://www. dot.state. mn. us/metro/fi na ldesign/pdf/60percentcheckl ist. pdf) Prepare proposed plans required for review at 60 percent. Plans will include key elements needed to work towards final plans and a 60% plan SEQ. Sets of 60 percent plans will be distributed to City staff and Anoka County for review. Please provide 5 sets of plans for review. The construction limits, right of way boundaries and easements shall be considered final after agency review and comment of 60 percent plans. Input from local agencies will be incorporated into the 95 percent plan preparation. Consultant shall make corrections as needed and provide written explanation of how each comment was addressed. 9.2.3 95 Percent Plan Preparation — Completed according to MnDOT 95% checklist (http://www.dot.state. m n. us/metro/fi na ldesign/pdf/95 percentcheckl ist. pdf) Prepare proposed plans required for review at 95 percent. Plans will include key elements needed to work towards final plans. Set of 95 percent plans will be distributed to City staff, Anoka County and MnDOT for review. Draft specifications will be required with the 95% submittal. Please provide 5 sets of plans for review. Input from local agencies and MnDOT will be incorporated into the final plan preparation. Consultant shall make corrections as needed and provide written explanation of how each comment was addressed. Deliverables: • 30 percent plans • 60 percent plans 1. 19 • 95 percent plans 9.3 Final Plan, Specifications, Estimates and Bid Opening 9.3.1 Approved, detailed construction plans for the project, including but not limited to removals, crosswalk/crosswalk flasher plan, grading, paving, storm sewer, storm water management appurtenances, sanitary sewer and watermain crossings, traffic control and staging, erosion and sediment control, storm water pollution prevention, signing and striping, wetlands, trails, roundabout lighting and all other information required to complete the plans for letting, including but not limited to, drainage maps and hydraulic report for the storm water system. Two sets of plans will be required, printed on 11 x 17 plain bond white paper suitable for reproduction. Provide final plans in digital format, with the coordinates and elevations of all points to the City in the Anoka County Coordinate System. Final plans, signed by the professional engineer shall also be provided in Adobe PDF format to the City. 9.3.2 Specifications Project specifications package shall be submitted both as a Microsoft Word file and a PDF file. The package should include all materials that will be needed for bidding, including the full set of project specifications. This task will include all necessary coordination with the MnDOT Federal Aid office to acquire approvals including acquisition of Equal Opportunity Employment (EEO) goals and specifications. 9.3.3 Bid Letting Consultant will prepare final construction cost estimate, advertisement for bids, conduct virtual bid letting, prepare bid abstract and provide award letter of recommendation. This task will include coordination with City, County, and Federal Aid staff to manage any addendums that will occur during the advertisement portion of the project, as well as any post letting coordination associated with bid justification letters if required. Deliverables: • Final plans ■ Specifications (including approved EEO special provisions) ■ Final drainage design including but not limited to drainage maps, hydraulic reports, hydraulic modeling, and all associated calculations ■ AutoCAD Files ■ Excel files ■ Copy of Advertisement for bid • All project correspondence, emails and project related files in pdf format for archival by the City • Bid Abstract ■ Award Letter of Recommendation ■ Addendums (as necessary) ■ Bid Justification Letter (if necessary) 1. 20 Task 10 Additional Tasks • Shop Drawing Review(s) Assist City staff in Construction Administration Review and Approve Contractor payment requests • Construction Staking • Assist City staff with Funding Documentation for HSIP projects & Project Closeout • Provide Record Drawings to City Other activities identified by consultant Please be advised that if your firm is selected, you will be required to execute an agreement prepared by the consultant and will be required to submit an Insurance Certificate protecting yourself from claims under Workman's Compensation Act and a General Liability Insurance Policy. Should you have any further questions, please call me at (763) 767-5133. Sincerely, David D. Berkowitz, PE Director of Public Works/City Engineer City of Andover 1685 Crosstown Blvd NW Andover, MN 55304 1. 21 APPENDIX A 2022 HSIP FUNDING APPLICATION FOR MSAS/124 NIGHTINGALE ST NW CSAH 18/CROSSTOWN BLVD NW 1. 22 .1g. 2024 and 2025 Highway Safety Improvement Program Application for MSAS 124/Nightingale St NW & CSAH 18/Crosstown Blvd NW Intersection Project City of Andover, Anoka County, Minnesota July 1, 2020 Federal HSIP Funding Application Form 1 INSTRUCTIONS: Complete and return completed application to Lars Impola, MnDOT, Metro District, 1500 West County Road B2, Roseville, Minnesota 55113. (651) 234-7820. Applications must be received by 4:30 pm or postmarked on June 1, 2020.*Be sure to complete and attach the Project Information form. (Form 2) I. GENERAL INFORMATION 1. APPLICANT: City of Andover 2. JURISDICTIONAL AGENCY (IF DIFFERENT): Anoka County 3. MAILING ADDRESS: 1685 Crosstown Boulevard NW CITY:Andover STATE: MN ZIP CODE: 55304 4. COUNTY: Anoka 5. CONTACT PERSON: David Berkowitz P.E. TITLE: Director of Public Works/ City Engineer PHONE NO. ( 763 ) 767-5133 CONTACT E-MAILADDREss: D.Berkowitz@andovermn.gov IL PROJECT INFORMATION 6. PROJECT NAME: VISAS 124/Nightingale Street NW and CSAH 18/Crosstown Boulevard NW Intersection Safety Improvement Project 7. BRIEF PROJECT DESCRIPTION -Include location, road name, type of improvement, etc... (A complete description can be submitted separately): Construct a roundabout at the Intersection of MSAS124 (Nightingale Street NW) and CSAH 18 (Crosstown Boulevard NW) In the City of Andover 8. HSIP PROJECT CATEGORY— Circle which project grouping in which you wish your project to be scored. Proactive Reactive III. PROJECT FUNDING 9. Are you applying or have you applied for funds from another source(s) to fund this project? Yes ❑ No 0 If yes, please identify the source(s): 10. FEDERAL AMOUNT*: $1,902,600 13. MATCH % PROJECTTOTAL: 10% 11. MATCH AMOUNT: $ 211,400 14. SOURCE OF MATCH FUNDS: City/County 12, PROJECT TOTAL: $ 2,114,000 15. REQUESTED PROGRAM YEAR(S): SEE NOTE BELOW** ❑ 2024 ❑ 2025 N Either year 16. SIGNATOR : 17. TITLE: Director of Public Works/City Engineer M *Would you accept a federal award that covers 80% of the total project cost if non-HSIP federal funds were awarded? yes **NOTE: If funding becomes available in 2022 or 2023 would this project be able to be advanced to meet this schedule? yes Which years would work? 2022 or 2023 PROJECT INFORMATION (Form 2) (To be used to assign State Project Number after project is selected) Please fill in the following information as it pertains to your proposed project. Items that do not apply to your project, please label N/A. Do not send this form to the State Aid Office. For project solicitation package only. COUNTY, CITY, or LEAD AGENCY City of Andover FUNCTIONAL CLASS OF ROAD A Minor Arterial Expander, Major Collector ROAD SYSTEM CSAH, MSAS (TH, CSAH, MSAS, CO. RD., TWP. RD., CITY STREET) NAME OF ROAD crosstown Boulevard, Nightingale Street (Example: I" Street, Main Avenue) ZIP CODE WHERE MAJORITY OF WORK IS BEING PERFORMED 55304 APPROXIMATE BEGIN CONSTRUCTION DATE (MO/YR) June 2024/2025 APPROXIMATE END CONSTRUCTION DATE (MO/YR) September 2024/2025 LOCATION: From: Crosstown Boulevard: 900' south of Nightingale St/149th Ave NW; Nightingale St: Crosstown Blvd TO: Crosstown Boulevard: 800' east of Nightingale St; Nightingale St: to 150th Ln (DO NOT INCLUDE LEGAL DESCRIPTION) TYPE OF WORK GRADE, AGG BASE, BIT BASE, BIT SURF, TRAIL, CURB AND GUTTER STORM SEWER, LIGHTING, PED RAMPS (Examples: GRADE, AGG BASE, BIT BASE, BIT SURF, SIDEWALK, CURB AND GUTTER, STORM SEWER, SIGNALS, LIGHTING, GUARDRAIL, BIKE PATH, PED RAMPS, BRIDGE, PARK AND RIDE, ETC) 2024-2025 HSIP Application Project Description WAS 124/Nightingale Street and CSAH 18/Crosstown Boulevard Intersection Safety Improvement Project in the City of Andover, Anoka County, MN Overview The City of Andover is requesting HSIP funds to reconstruct the three-legged intersection at WAS 124 (Nightingale St NW) and CSAH 18 (Crosstown Blvd NW) with a roundabout (see Attachment A, Project Location Map and Existing Conditions Photograph and Attachment B, Project Layout). The extent of Crosstown Blvd NW included in the project ranges from approximately 900' south of the intersection with Nightingale St NW (149'" Ave NW) to approximately 800' east of the intersection (at the entrances to the Andover Recycling Center and Sunshine Park parking lot; the extent of Nightingale St NW ranges 325', from Crosstown Blvd NW to 150' Ln NW. In anticipation of submitting this application for HSIP funding, the City of Andover has evaluated solutions to address the safety issues at this location. This process led to the recommended project, presented within this application (see Attachment C, Traffic Analysis Tech Memo). Existing Conditions and Intersection Issues Land Uses Land uses within the project area include residential and recreational (Sunshine Park and an outdoor hockey facility). Just east of the project area, land uses include the Andover Recycling Center, Community Center, City Hall, and Elementary School. Andover High School and Oakview Middle School are also located nearby. A large residential neighborhood is located north and west of the intersection. Please see Attachment D, Project Context. Trofflc Operations Current traffic volumes on Crosstown Blvd NW are 10,600 vehicles per day south of Nightingale St NW, 8,200 vehicles per day east of Nightingale St NW, and 5,600 vehicles per day on Nightingale St NW. Both roadways are anticipated to see growth in traffic in the next 20 years, largely due to increases in residential housing to the north of the project area. 2040 projected volumes for Crosstown Blvd NW is 11,700 vehicles per day and Nightingale St NW is 5,800 vehicles per day vehicles per day. The traffic volume increase is in conjunction with a planned parallel route that is anticipated to carry 2,900 vehicles per day. If this connection does not come to fruition, Crosstown Blvd NW would be projected to carry 14,600 vehicles per day while Nightingale St NW would be projected to carry 8,700 vehicles per day in 2040. The speed limit on Crosstown Blvd NW is 45 MPH; it is 55 MPH on Nightingale St NW. This intersection now experiences traffic issues. Drivers on southbound Nightingale St NW trying to get onto Crosstown Blvd NW has difficulty finding adequate gaps to turn out, due to the higher volumes and speeds on the county highway. Morning and afternoon peak hour traffic operates at level of service D; the evening peak hour operates at LOS F. By 2030, southbound Nightingale St NW is expected to experience LOS F for all peak hours. Roadway Design This intersection has a rural street design which is inconsistent with the surrounding urban/suburban land uses that generate both vehicle and pedestrian trips. The horizontal curve, shown on Attachments B and D can be difficult for drivers to safely navigate. A recent intersection improvement south of the project area reduced congestion on Crosstown Blvd NW during school rush hours. However, this free flowing traffic can make it difficult for drivers trying to enter Crosstown Blvd NW from Nightingale St NW whereas before they were turning onto a street with queued/slowing traffic. This scenario presents a safety concern as drivers begin to risk turning into shorter gaps to avoid excessive delays. Pedestrians Crosstown Blvd NW and Nightingale St NW pose barriers to pedestrians. Pedestrians attempting to cross these streets can face unsafe situations from vehicles travelling at high speeds as well as the presence of the horizontal curve. These conditions can make it difficult for pedestrians to judge the gaps in the traffic stream and due to the curve, drivers may not be looking for pedestrians at the one signed and striped pedestrian crossing at 1491" Ave NW as they traverse the roadway, since it is not directly in front of them. Pedestrians travel within the project area, primarily along the northwest side of Crosstown Blvd NW, south of Nightingale St NW. Much of the pedestrian traffic is generated by those travelling from nearby residential areas to and from school and recreational facilities. The trail along Crosstown Blvd NW also serves as the primary recreational and "exercise" trail in the city, used by residents coming from the neighborhoods and also the Andover Community Center located to the east of the roundabout at the corner of Hanson Blvd NW and Crosstown Blvd NW. Pedestrian counts at Crosstown Blvd NW and Nightingale St NW reveal that over 70 pedestrians crossed Nightingale St NW at the Crosstown Blvd NW intersection in the afternoon peak hour, after school lets out. Pedestrians also cross Crosstown Blvd NW just south of the project area, at 1491h Ave NW, at a marked and signed pedestrian crossing that is relatively close to the horizontal curve near Nightingale St NW. This crossing is not convenient for users coming from the north along the Nightingale St NW trail. Anoka County has indicated a preference to improve the sight lines and slow vehicle traffic down at this pedestrian crossing as it is located on a high-speed roadway after a curve. Proposed Improvements The proposed project will provide 0.32 miles of strategy deployment. The proposed improvements for the pedestrian and driver issues include constructing a single lane roundabout at the intersection of Nightingale St NW and Crosstown Blvd NW. Proposed trail improvements will be ADA accessible. Attachment B shows two pedestrian crossings associated with the roundabout that can be used by pedestrians and bicyclists. The crossings will provide pedestrian connections to and from the residential neighborhoods, schools, parks and other recreational facilities in a lower speed environment and one which has improved sight lines. The existing crossing at 14911 Ave NW would also be improved. The project will meet state aid standards and will also adhere to ADA. Safety All proposed improvements fit well within the Minnesota Highway Strategic Safety Plan list of prioritized strategies for Anoka County, specifically by improving the design and operation of highway intersections by installing the roundabout and by reducing head-on crashes due to the roundabout median islands (see excerpts from Anoka County's County Road Safety Plan in Attachment E). This intersection is a high priority intersection for safety improvements for the City of Andover and Anoka County. The City has previously identified this intersection as a priority for pedestrian enhancements by allocating money in its capital improvement program for an enhanced pedestrian crossing of Crosstown Blvd NW in 2019. Over a ten-year period from 2009 to 2018, there were 12 crashes on the intersection of Crosstown Blvd NW and Nightingale St NW. There were no fatal ("K") or serious injury ("A") crashes. See the table below and Attachment F, Collision Diagram and Crash Listing from MnDOT, for more information on crashes at this intersection. Crosstown Blvd NW and Nightingale ST NW Crash Detail 01/01/2009-12/31/2018 Crash Detail Total Right Angle LeftTurn Rear Run Off K A B CPDO Head On Crashes Crashes Crashes End Road 1 12 0 1 0 4 2 1 6 1 4 1 4 1 1 2 Crash Modification Factors (CMFs) 206 and 210, Conversion of stop -controlled intersection into single - lane roundabout - were chosen for this improvement. These CMFs have a four-star quality rating and are applicable for all crash types. These CMFs are applicable for urban areas. The CMFs are 0.12 for injury crashes and 0.28 for all crash types. More information on CMF 206 and CMF 210 are in Attachment G. The proposed improvements are anticipated to provide a safer environment for vehicle and pedestrian users alike. The improvements are expected to provide lasting safety and operational benefits for both vehicles and pedestrians that will accommodate planned traffic levels. The roundabout will reduce vehicle conflict points which will minimize the potential for severe injury crashes. Drivers entering the roundabout will yield to just one direction of traffic moving at low speed, thus simplifying the merge action. The roundabout will also provide a calming effect for traffic approaching the school zone south of the Nightingale St NW and Crosstown Blvd NW intersection. Vehicles will be exiting the intersection traveling approximately 20 MPH compared to the 45 MPH posted speed. Compliance with the school speed zone is anticipated to be higher with a roundabout in place. This application is consistent with MnDOT's 2014-2019 Minnesota Strategic Highway Safety Plan (SHSP). The plan indicates that addressing lane departure crashes are one of the highest priority focus areas for improving the highway safety. This project includes key strategies listed in the SHSP for addressing intersections, including providing roundabouts at appropriate locations (see pages 28 of the SHSP). Constructing the possible two pedestrian crossings would also remove the high-speed pedestrian conflicts from the intersection so that the potential for severe injury crashes is greatly minimized. ADA Transition Plan The applicant is a public agency that employs 50 or more people and has an adopted ADA transition plan that covers the public right-of-way/transportation. Date plan adopted by governing body on May 5, 2020. Link to plan: www.andovermn.Rov/136/Engineerin Anoka County completed an ADA Transition Plan in May 2018 (http://anokacountyada.com/wp content/uploads/2018/05/ACHD-Transition-Plan2018.pdf). Project Support The project as described within this application is well supported by a wide array of community groups, local agencies, and elected officials. The City of Andover has sent written notification regarding the proposed project to Anoka County. A letter of support from Anoka County, the agency with jurisdiction over Crosstown Blvd NW, is provided in Attachment H. N a w . .. a J..'. . i... A .i_f.i _.Ir. J I.. r.n.i.w ISI r. X. r I• f/ • LOCATION MAP MSAS 124 (NIGHTINGALE STREET)AT COUNTY ROAD 18 (CROSSTOWN BOULEVARD) ANDOVER, MN _ ,� _�-; x<. Attachment B CSAH 18/Crosstown Blvd & MSAS 124/Nightingale Blvd Preliminary Layout Concept C I a 6 I I I - I �siop `` ! 1 I — I a z I ¢ n i I q F' Ie I o e �51bA.inr2. I — I I o I N NLEGEND 0 ROA AY S CURB 8 GUTTER .. i... .w. 0 TRi1L �____-_-___ I I I I I I I I I I I I I I I I I I I I I � I oa ______________________I I I II I I _____________________J BOL—TON <,s�, M I -:N K Consulting Engineers & Surveyors ' 1 12224 Nicollet Avenue • Burnsville, MN 55337 Phone (952) 890-0509 • Fax (952) 890-8065 www.bolton-menk.com Date: November 19", 2014 To: Kevin Kielb, P.E. From: Ross Tillman, P.E. Bryan Nemeth, P.E., PTOE Subject: Follow-up Traffic Analysis for Crosstown Boulevard Area INTRODUCTION I NCo The purpose of this study is to augment the Andover Area Traffic Analysis Study provided in 2013 by further analyzing the Nightingale Street at Crosstown Boulevard intersection as well as pedestrian traffic along Crosstown Boulevard. Updates are provided for intersection options at Nightingale Street based on current traffic levels along with an analysis of pedestrian needs. TRAFFIC ANALYSIS Traffic Data Collection Turning movement count data was collected at Crosstown Boulevard at Andover Boulevard (September 2311, 2014) and at Crosstown Boulevard/Nightingale Boulevard intersection (September 17", 2014). Daily traffic volumes, vehicle classification, and speeds were taken along Crosstown Boulevard between 148h Avenue and 1491' Avenue as well as between the elementary school and city hall driveways on September 17°i and 1811, 2014. Level of Service Description Operations analysis of the AM, afternoon, and PM peak hours was conducted at the intersection of Nightingale Street and Crosstown Boulevard to determine how traffic is expected to operate throughout the study area under mitigation alternatives. A level of service (LOS) analysis was completed for turning movements at this intersection to determine how well it operates with study area traffic volumes. The LOS results are based on average delay per vehicle as calculated by the 2010 Highway Capacity Manual (HCM). Control delay is the delay experienced by vehicles slowing down as they are approaching the intersection, the wait time at the intersection, and the time for the vehicle to speed up through the intersection and enter into the traffic stream. The average intersection control delay is a volume weighted average of delay experienced by all motorists entering the intersection on all intersection approaches. Intersections and each intersection approach are given a ranking from LOS A through LOS F. LOS A indicates the best traffic operation, with vehicles experiencing minimal delays. LOS A through D is generally perceived to be acceptable to drivers. LOS E indicates that an intersection is operating at, or H:4INDV\N15108773%Z—PmUminary\C_Reparts\2014-11-19_Traffic Tech Memo Update.doc DESIGNING FOR A SETTER TOMORROW Bolton & Menk is an equal opportunity employer very near, its capacity and that drivers experience considerable delays. LOS F indicates an intersection where demand exceeds capacity and drivers experience substantial delays. The LOS and its associated intersection delay for signalized and unsignalized intersections are presented Table 1. The delay threshold for unsignalized intersections is lower for each LOS compared to signalized intersections, which accounts for the fact that people expect a higher level of service when at a stop -controlled intersection. In this analysis, roundabouts are being compared to signals, therefore the signalized intersection thresholds are applied to the roundabout analysis. Unacceptable (i.e. LOS E and F) is indicative of elevated delay times compared to acceptable levels of service (i.e. LOS A, B, C and D). Table 1: Level of Service Criteria Synchro was used to analyze existing and 2030 traffic volume conditions to determine the effectiveness of the potential alternatives and to help design the concepts in terms of necessary storage for turning vehicles, etc. Existing Conditions Existing traffic operations were analyzed using Synchro with the in place thru-stop control. The morning and evening periods coincide with vehicle peak hours along the two roadways, however the afternoon peak hour coincides with the end of the high school day (2:30-3:30pm) and has a high number of pedestrians. Table 2: Existing Operational Analysis Results Signalized Intersection Unsignalized Intersection (Roundabout) LOS Control Delay (sec. per veh.) Control Delay (sec. per veh.) A <_ 10 <_ 10 B >10and <_20 >10and<_15 C >20 and <_ 35 >15 and <_ 25 D >35 and <_ 55 >25 and <_ 35 E >55 and <_ 80 >35 and <_ 50 F >80 >50 Synchro was used to analyze existing and 2030 traffic volume conditions to determine the effectiveness of the potential alternatives and to help design the concepts in terms of necessary storage for turning vehicles, etc. Existing Conditions Existing traffic operations were analyzed using Synchro with the in place thru-stop control. The morning and evening periods coincide with vehicle peak hours along the two roadways, however the afternoon peak hour coincides with the end of the high school day (2:30-3:30pm) and has a high number of pedestrians. Table 2: Existing Operational Analysis Results As can be expected, the majority of the delay occurs along Nightingale Street where vehicles are required to wait for adequate gaps in free flowing traffic to merge onto Crosstown Boulevard. H:\ANDV\NI5108773\Z_Preliniinary\C—Repons\2014-11-19ffmfficTwh Memo Update.doc DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity employer. NB Crosstown SB Nightingale WB Crosstown Total Delay Queue Delay Queue Delay Queue Delay LOS I LOS LOS LOS sec k sec k sec ft sec 2014 Morning A 2.3 6 D 30.4 106 A 0 0 B 11.3 Afternoon A 4 20 D 31.6 52 A 0 0 A 6.6 Thru-Stop Evening A 3.7 22 221.4 278 A 0 0 48.9 As can be expected, the majority of the delay occurs along Nightingale Street where vehicles are required to wait for adequate gaps in free flowing traffic to merge onto Crosstown Boulevard. H:\ANDV\NI5108773\Z_Preliniinary\C—Repons\2014-11-19ffmfficTwh Memo Update.doc DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity employer. o"+ a 1a ��\V\ds _ The evening peak period is the worst overall with an intersection LOS of E and a LOS F for Nightingale traffic. 2030 Conditions 2030 traffic volume projections were computed based on the 2005 City of Andover Transportation Plan. See the attachments for the projected turning movement counts. The projected turning movement counts were used to analyze traffic conditions in 2030. Table 3 shows the SimTraffic delay and queue information. Table 3: 2030 Operational Analysis Results All three periods analyzed show LOS F for traffic along Nightingale. Capacity for this approach is being over exceeded as vehicles are not able to find long enough gaps to turn onto Crosstown Boulevard due to higher traffic volumes. GEOMETRIC IMPROVEMENTS As the existing and 2030 traffic operations analyses show, there are traffic issues now that will only be exacerbated by increased traffic volumes in the future if no changes are made. As indicated in the previous study, this intersection meets traffic signal and all -way stop warrants. Therefore, several different improvement options are available and have been looked at for this intersection to alleviate congestion issues. Traffic Signal A traffic signal would be able to create gaps in traffic in order to allow Nightingale traffic to make turns onto Crosstown Boulevard. However, as indicated in the Andover Area Traffic Analysis Study, the tight radius associated with this intersection on Crosstown Boulevard causes issues with sight distance requirements from the Minnesota Manual on Uniform Traffic Control Devices and the cone of vision recommendations from the ITE Traffic Engineering Handbook. See the previous study for additional discussion. For these reasons, a traditional traffic signal is not recommended. Roundabout As recommended in the previous study, a roundabout is a valid alternative for traffic control at this intersection. See Concept A in the attachments for a concept level drawing of this treatment option. A single lane roundabout would function well based on the current future forecasts for the corridor. If traffic increases further, there may be opportunity to expand the roundabout for specific movements accordingly. The roundabout would slow traffic prior to Nightingale Street. The roundabout fits the school area and does not hurt the flow of the transportation system. Additional considerations of a roundabout is that northbound Crosstown Blvd traffic will now be required to slow down or stop for conflicting traffic. H:WNDV\NI5108773\2_Preliminary\C_Reports\2014-11-19_Trafft'c Tech Memo Update.doc DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity employer. o"'ab 0®2 An operational analysis was completed using Synchro with the results shown in Table 5. Again, the multilane version was used for the 2030 analysis. Table 4: 2014 and 2030 Roundabout Operational Analysis A single lane roundabout will provide acceptable operations as shown with the 2014 analysis for all approaches and time periods analyzed. The multilane version analyzed with 2030 volumes also performs well with only the Nightingale approach operating at LOS D in the morning period with the forecasted traffic volumes. Green "T" Signal Since the sight distance and cone of vision analysis only shows issues with northbound through traffic on Crosstown Boulevard, an option would be to install a Green "T" at this location. Green "T" intersections have been used around the country at "T" intersections with heavy through volumes along the major street. The benefit of this design is that one through direction is separated from the rest of the intersection by a median and therefore does not need to be signalized. More green time can be given to side street traffic and therefore can decrease delays. There are also safety benefits to this design as the 90 degree conflict points with the unsignalized through movement are removed from the intersection. However, there are disadvantages in terms of pedestrian safety in that crossing the main street, in particular the unsignalized movement, can be dangerous. Adding to this issue is that fact that the intersection lies in the middle of a curve, so drivers may not be as aware of pedestrians crossing the road. Additional considerations for a Green "T" include the need for interconnection to the other signals on Crosstown Blvd as the signal would be at an appropriate distance from the other signals to now consider interconnection. Westbound traffic on Crosstown Blvd would be most impacted by the proposed changes. Sight lines, while improved over a traditional signalized intersection, are still impacted by the curve in the roadway. The improved movement for Nightingale along with Crosstown Blvd traffic eastbound may increase the backups that are currently being experienced at Hanson Blvd. The weaving that needs to occur may also be a concern for the eastbound movement east of the intersection. Additional analysis during design would be recommended. See Concept B in the attachments for a concept level drawing of what this treatment would look like. The design would be a similar lane configuration to the existing geometry except there would be a northbound left turn lane instead of a bypass. Pedestrian underpasses were also drawn in and would be optional to a certain degree. The north/south crossing could be completed at - grade along a marked crosswalk as can be done at a traditional signalized intersection. However, H:\ANDVW 15108773\2_Preliminary\C_Reports\2014-11-19_Traffic Tech Memo Update.doc DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity employer. NBCrosstown SB Nightingale W8 Crosstown Total Delay Queue Delay Queue Delay Queue Delay LOS sec ft LOS sec ft LOS sec ft LOS sec 2014 Moming A 8.9 40 C 24.6 140 B 11 8o C 15.3 Roundabout Afternoon B 14.7 120 A 6 20 8 10.2 40 B 12.3 Evening D 33.5 260 B 10.7 40 C 16.4 100 C 23.6 2030 Morning A 8.7 20 E 41 220 A 9.4 60 C 20.8 Roundabout Afternoon A 8.2 40 A 6.3 20 A 6.8 20 A 7.2 Evening C 22 160 B 12.7 60 B 13.5 80 C 15.9 A single lane roundabout will provide acceptable operations as shown with the 2014 analysis for all approaches and time periods analyzed. The multilane version analyzed with 2030 volumes also performs well with only the Nightingale approach operating at LOS D in the morning period with the forecasted traffic volumes. Green "T" Signal Since the sight distance and cone of vision analysis only shows issues with northbound through traffic on Crosstown Boulevard, an option would be to install a Green "T" at this location. Green "T" intersections have been used around the country at "T" intersections with heavy through volumes along the major street. The benefit of this design is that one through direction is separated from the rest of the intersection by a median and therefore does not need to be signalized. More green time can be given to side street traffic and therefore can decrease delays. There are also safety benefits to this design as the 90 degree conflict points with the unsignalized through movement are removed from the intersection. However, there are disadvantages in terms of pedestrian safety in that crossing the main street, in particular the unsignalized movement, can be dangerous. Adding to this issue is that fact that the intersection lies in the middle of a curve, so drivers may not be as aware of pedestrians crossing the road. Additional considerations for a Green "T" include the need for interconnection to the other signals on Crosstown Blvd as the signal would be at an appropriate distance from the other signals to now consider interconnection. Westbound traffic on Crosstown Blvd would be most impacted by the proposed changes. Sight lines, while improved over a traditional signalized intersection, are still impacted by the curve in the roadway. The improved movement for Nightingale along with Crosstown Blvd traffic eastbound may increase the backups that are currently being experienced at Hanson Blvd. The weaving that needs to occur may also be a concern for the eastbound movement east of the intersection. Additional analysis during design would be recommended. See Concept B in the attachments for a concept level drawing of what this treatment would look like. The design would be a similar lane configuration to the existing geometry except there would be a northbound left turn lane instead of a bypass. Pedestrian underpasses were also drawn in and would be optional to a certain degree. The north/south crossing could be completed at - grade along a marked crosswalk as can be done at a traditional signalized intersection. However, H:\ANDVW 15108773\2_Preliminary\C_Reports\2014-11-19_Traffic Tech Memo Update.doc DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity employer. if an east/west crossing is desired, grade separation would be recommended. When Crosstown Boulevard becomes a 4 -lane section, the Green "T" could be expanded to accommodate it. An operational analysis was completed in Synchro for the Green "T" with the results shown in Table 4. The multilane version was assumed for the 2030 analysis. Table 5: 2014 and 2030 Green "T" Operational Analysis Overall, this treatment operates well in all time periods for each intersection approach. Based on projected volumes, it appears the southbound approach on Nightingale may back up approximately 340 feet (one or two cars past 150' Lane). Different options along Nightingale could be analyzed to mitigate this issue if/when long queues occur. All Options With operational and geometric changes at Crosstown Blvd and Nightingale St, the analysis indicates less delay and freer movement with fewer backups. This will likely impact the operations at 149`" Street/Crosstown Blvd and 1501h Street/Nightingale St, similar to how the change at Andover Blvd kept traffic moving, potentially making it more difficult to enter into the traffic stream from those side street movements. Further evaluation of those intersections would be completed during the design phase to understand the possible access changes. Pedestrian access across Crosstown Blvd is also a concern under all options, as covered in more detail below. PEDESTRIAN ACCOMMODATIONS Field Review The area was visited on October 71 during the morning school rush period to note pedestrian activities along with vehicular issues. At the Nightingale Street/Crosstown Boulevard intersection, most pedestrians were traveling south along Crosstown on the north/west side and south along Nightingale on the west side. All but one crossing of Nightingale occurred at the marked crosswalk. No pedestrians were seen during this time period on the east side of Crosstown. The marked crosswalk with crossing guard at 1491h Avenue was used sparingly to cross Crosstown. The flasher system paired with the school speed limit electronic sign seems to have a cahning effect on traffic. Most speeds during the peak morning school traffic period were around 20 MPH at this location. The lower speeds provide a safer environment for pedestrians but cause delays and potential safety impacts for vehicles. Traffic was backing up from this crossing to H:WNDV W 15108773\2_Preliminary\C_Repons\2014-11-19_Traffic Tech Memo Updale.doc DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity emp6yer. NBCrosstown SB Nightingale WB Crosstown Total Delay Queue Delay Queue Delay Queue Delay LOS sec ft LOS sec(ft)LOS sec ft LOS sec A 1.8 26 B 13.3 113 C 21.4 253ZA9.4 onA 3.3 32 B 12.7 35 B 13.1 90A 3.8 92 B 13.7 65 B 16.2 164A M20Mominng 3.6 47 C 27.2 340 C 23.6 203onA 5.4 52 B 15.2 67 B 13.6 73 B 10.3 247 B 17.3 128 B 18.7 134 Overall, this treatment operates well in all time periods for each intersection approach. Based on projected volumes, it appears the southbound approach on Nightingale may back up approximately 340 feet (one or two cars past 150' Lane). Different options along Nightingale could be analyzed to mitigate this issue if/when long queues occur. All Options With operational and geometric changes at Crosstown Blvd and Nightingale St, the analysis indicates less delay and freer movement with fewer backups. This will likely impact the operations at 149`" Street/Crosstown Blvd and 1501h Street/Nightingale St, similar to how the change at Andover Blvd kept traffic moving, potentially making it more difficult to enter into the traffic stream from those side street movements. Further evaluation of those intersections would be completed during the design phase to understand the possible access changes. Pedestrian access across Crosstown Blvd is also a concern under all options, as covered in more detail below. PEDESTRIAN ACCOMMODATIONS Field Review The area was visited on October 71 during the morning school rush period to note pedestrian activities along with vehicular issues. At the Nightingale Street/Crosstown Boulevard intersection, most pedestrians were traveling south along Crosstown on the north/west side and south along Nightingale on the west side. All but one crossing of Nightingale occurred at the marked crosswalk. No pedestrians were seen during this time period on the east side of Crosstown. The marked crosswalk with crossing guard at 1491h Avenue was used sparingly to cross Crosstown. The flasher system paired with the school speed limit electronic sign seems to have a cahning effect on traffic. Most speeds during the peak morning school traffic period were around 20 MPH at this location. The lower speeds provide a safer environment for pedestrians but cause delays and potential safety impacts for vehicles. Traffic was backing up from this crossing to H:WNDV W 15108773\2_Preliminary\C_Repons\2014-11-19_Traffic Tech Memo Updale.doc DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity emp6yer. QNBy Nightingale Street at times with no pedestrians present due the low speeds at the 149th Avenue flasher system causing shockwaves in southbound traffic. Other pedestrians were seen using the traffic signal at Andover Boulevard to cross to the high school. No midblock crossings at unmarked locations were witnessed along Crosstown Boulevard Pedestrian Level of Service Analysis Pedestrian delay and level of service was computed for the 149`s Avenue crossing using the Highway Capacity Manual methodology. Delay values are calculated based on the speed and volume of traffic along the roadway along with assumed motorist yield percentages for different types of crossing treatments. The same analysis periods were used for this analysis as the vehicle analysis. Existing conditions include a crossing guard in both morning and afternoon periods and just pedestrian crossing signs in the evening peak period. Table 6: Existing Pedestrian LOS Delay LOS (sec) 2014 Morning B 6 Afternoon B 7.3 Existing Evening 69.7 Without a change in the crossing, the evening rush hour is a very difficult time for a pedestrian to cross Crosstown Boulevard. High delay times tend to cause pedestrians to "run for it" and try to cross the street in shorter than desirable gaps in traffic. Improvement Options Improved crossings at both the Nightingale/Crosstown intersection and near the current at -grade crossing at 139`s should be considered. Both concepts show potential underpasses connecting the trail network across Crosstown Blvd and Nightingale St that would completely remove the conflicts between pedestrians and vehicles. HAANDV W 15108773\2_Preliminary\C_Repom\2014-11-19_Traffic Tech Memo Upda[e.doc DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opporluniy employer. The school speed zone flasher system near the 149th Avenue crossing of Crosstown Boulevard flashes during morning and afternoon school hours. This may be causing traffic backups along Crosstown Boulevard. Because this type of flasher system appears to be uniform throughout the City near school areas, we recommend leaving it in-place. An underpass in conjunction with the underpass at Nightingale Street would eliminate the at -grade crossing concern due to the high speeds on the roadway and difficulties in attaining appropriate sight distance coming on the curve in the roadway. Either option for the Nightingale Street intersection would still have this sight distance concern. A possible interim improvement until an underpass could be constructed to accommodate non -school times, would be a Rectangular Rapid Flash Beacon (RRFB). There is currently no other RRFB on the county roadway system and the pedestrian volumes are currently below the threshold for providing a system, especially during the times when an RRFB would be an improvement but is an option if the pedestrian volume threshold can be met. An RRFB was analyzed as an improvement option to improve non -school hour pedestrian crossings. This type of treatment would help pedestrians during all hours of the day and is activated by pushing a button to start the flashers when a pedestrian is present to cross. With the current speed zone flasher system, it would be recommended that the RRFB only be activated when that is not, to reduce the presence of multiple flashing systems in the same area. A Rectangular Rapid Flash Beacon (RRFB) was analyzed as an improvement option for non - school hour operation. Crossing guards tend to produce higher motorist yield rates compared to the RRFBs, the morning and afternoon period numbers were not changed. Table 7: Pedestrian LOS with Rectangular Rapid Flash Beacon LOS Delay (sec) 2014 RRFB Morning B 6 Afternoon B 7.3 Evening B 6.6 With an RRFB, the delay drops down to LOS B and is within the acceptable range to the majority of pedestrians. Also, this type of treatment would help all hours of the day compared to just having a crossing guard during school periods. COSTS Concept level cost estimates were developed for each design alternative. Table 8 shows these numbers. Although the pedestrian underpasses are shown as a separate column and are optional H:VWDV\N15108773\ZPreliminary\C_Repons1201411-19_Tmffic Tech Memo Update.doc DESIGNING FOR A BETTER TOMORROW Bolton & Meok is an equal opportunity employer. in most cases, the underpass beneath Crosstown Boulevard would be necessary with a green "T" if a crossing is desired from Nightingale to the park. Table 8: Cost Estimates Alternative Intersection Construction Nightingale Underpass Crosstown Underpassl Total Concept A $989,2001 $398,4001 $295,2001 $1,682,800 Concept B $862,000 $383,6001 $1,245,600 Overall the intersection construction costs for both alternatives are similar. The main differences lie within the pedestrian underpass options which differ due to number and length required. The pedestrian underpasses are somewhat optional, however the only safe way for a pedestrian to cross Crosstown Boulevard with Concept B would be with grade separation. A typical RRFB installation can range from $12,000 to $18,000 and would include flashers and signs on both side of the road. These systems are often solar powered and communicate across the street wirelessly to avoid boring conduit under the roadway. A potential funding source for these concepts including improvements to the pedestrian crossing at 149x' Avenue would be the Highway Safety Improvement Program (HSIP). Funding is for FY 2017-2019 construction with a max award of $1,800,000 with a 10% local match. Right of way is not eligible for funding. HSIP applications are due on January 27`s, 2015. The Proactive category would be applied for as crashes in the past ten years would likely not score well in the Reactive category. With Crosstown Boulevard more free flowing now due to recent improvements, the changes would help prevent future crashes from happening. ADDITIONAL CONSIDERATIONS High School Entrance The improvements in the Andover Boulevard/Crosstown Boulevard intersection area served to improve travel for southbound Crosstown Boulevard traffic. Southbound right turning vehicles are now clearing out of the through lane, allowing vehicles traveling straight through the intersection with a clear travel path. Drivers, however, are not merging as anticipated along westbound Andover Boulevard, or allowing others to merge, which is causing traffic backups from the high school entrance back to the traffic signal. Drivers making the northbound left hand turn onto Andover Boulevard appear to have a difficult time merging in with the southbound right turning traffic to enter the single lane high school entrance. This issue appears to be caused by a few different problems: inexperienced school -aged drivers are having a difficult time negotiating a merge situation and the school entrance appears to lack the capacity to allow the new auxiliary lane to clear quickly. RECOMMENDATIONS AND CONCLUSIONS Nightingale Street at Crosstown Boulevard Intersection Both the roundabout and green "T" alternative would improve traffic operations at this location. The green "T" appears to provide slightly better levels of service compared to the roundabout at a lower cost. Possible concerns with the Green "T" include the need for signal interconnection, H:4WDVW15108773\2_p liminary\C_Repom\2014-11-19_Trafc Tech Memo Update.doc DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity employer. the merging for eastbound, westbound stops, and sight lines. Possible concerns with a roundabout include northbound Crosstown Blvd slowing in addition the westbound and motorist learning period on proper entering techniques. Overall, a roundabout is recommended due to the significant safety improvements from slowed traffic and the elimination of high speed conflicts, which tend to result in severe injury and fatal crashes. The roundabout is a better fit for the school area and does not hurt the traffic flow of the roadway system. Underpasses are recommended based on the traffic speeds, sight lines, and pedestrian use. 149th Avenue Pedestrian Crossing Upgrading the crossing with an underpass is recommended just south of this location as it provides connectivity between residential areas, the school, and Sunshine Park. An RRFB system could be an interim solution until an underpass is constructed that would help pedestrians cross the road more quickly and would make drivers more aware of the presence of pedestrians, especially during non -school peak times. Pedestrian volumes would need to increase and sight lines would need to be improved to justify the installation of an RRFB system at this location. High School Entrance The improvements are still somewhat new and drivers are still adjusting, therefore we recommend continuing to observe the traffic patterns prior to making additional improvements in the area. Potential future physical solutions include upgrades to the school entrance and internal drives. Continued education of the drivers, both students and parents, related to proper merging techniques and etiquette is encouraged. 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D¢, �t I � d G LEGEND _ MORNING VOLOmES O •U Y RNOONVOLumES T fi o IRRI EVFx:Nc voLDmes r'7 p VOLVMES ROVNOEE TO J V NE1RlST0. a S A `�N rLE 7�" "-T T� 2030 I. TRAFFIC VOLUMES rosstl DOf-cclor.oltcfg bml.tbl 10/22/2014 7:52:52 AM H:\ANDV\N15108773\LAD\MS\figures\2030 Turning Movement Coui i 1 HOCKEY RINK£ CROSSTOWN BLVD N W otOI md'"�IL �"�o�Dz �91 '1 21 (245) — 98'30 4 9) ..�' F 3STOWN BLVD. 1 113 `257 —� (485) 308'437 — k (690) i H�,.,.. D¢, �t I � d G LEGEND _ MORNING VOLOmES O •U Y RNOONVOLumES T fi o IRRI EVFx:Nc voLDmes r'7 p VOLVMES ROVNOEE TO J V NE1RlST0. a S A `�N rLE 7�" "-T T� 2030 I. TRAFFIC VOLUMES rosstl DOf-cclor.oltcfg bml.tbl 10/22/2014 7:52:52 AM H:\ANDV\N15108773\LAD\MS\figures\2030 Turning Movement Coui a _rte a z rosstl pdf-colar.pltcfa i `l I HOCKEY q RINKS { CROSSTOWN BLVD �_- Slr9^OA OPTIONAL MOUNTABLE MEDIAN FOR DRIVEWAY ACCESS OZONAL PEDESTRIAN UNDEF ,3.. -`.. SUNSHINE PA' #} ph P *y n ( '+' �• \ LEGEND � • B �• + -� O PAVEMENT CURB CUTTER O TRAIL BOX CULVERT 150O LANDSCAPE a RETAINING WALL L `� J.. SHOULDER SCA DROUNDABOUT EXPANSION AREA Pt r y SINGLE LANE ROUNDABOUT (EXPANDABLE TO MULTI -LANE) CONCEPT A bmlhbl 10/28/2014 9:11:47 AM H:\ANDV\N15108773%CAD\MS\layouts\Loyout-Roundabout.dgn rosstl pof-oolor.pltof0 oml.toi 10/28/2014 9:09:19 AM H:\ANDY\N15108773\CAD\MS\layouts\Layout-Green T.ogn Attachment D - Project Context del .: 9e Ik d� 1�' f1 rtMI eA ilk 01 10� ' %�► - -; i"- - _- Legend 1 '... Y 1 e �_ 0BOLTON MSAS 124/Nightingale St and CSAH 18/Crosstown Blvd r� & MENK Andover (Anoka County, MN) Real VeOyle.W sSolutions. r ` M 1 y 4r\ 1 i I�C 1 '... Y 1 e �_ 0BOLTON MSAS 124/Nightingale St and CSAH 18/Crosstown Blvd r� & MENK Andover (Anoka County, MN) Real VeOyle.W sSolutions. CNTY 18 AND WAS 124, MSAS 131, NIGHTINGALE ST Agency: Anoka County Intersection Data Configuration: T Configuration (2): Undivided 'r!'y+ '� n h .,:•r True Mile: 0.00 �•. r .- I o Urban/Rurat Rural County: Anoka r ATP: Metro Entering ADT.' 11625 Traffic Control Device: Thru STOP Street Lights. Yes a R u 1 ^ Flashers: No _cl -,-•r., f ` "''-. i Major ADT 9150 e - MinorADT. 4950 Data I t MnCMAT Crash Data 5 years Crashes 3 1 0 Rate (per MVM) 0.1 0.0 0.0 Ranking Criteria Value Critical Risk Rankin Skew No Yes On/Near Curve Yes Yes Development No Yes Near RR Crossing No Yes Distance from previous STOP No Yes Volume Ratio 0.54 0.2-0,6 Total Crashes 1 >0 Short List of Strategies Considered Description Unit Cost Units Cost Notes - Mainline Dynamic Warning Roundabout $1,000,000 per intersection 0 $0.00 Sign Not Selected - Close Intersection Directional Median $750,000 per intersection 0 $0.00 Spacing Mainline Dynamic Warning Sign $50,000 per intersection 0 $0.00 Installing Street Lights $6,000 per street light Installed $0.00 Upgrade Stop Sign $350 per sign 1 $350.00 Upgrade Junction Sign $350 per sign 1 $350.00 Upgrade Stop Ahead Sign $450 per sign 1 $450.00 Upgrade Stop Ahead Marking $450 per marking 1 $450.00 Upgrade Stop Bar $250 par marking 1 $250.00 Review Sions and CST $2.450 oer intersection 0 $0.00 and Markings and Street Light project costs vary by the number of minor legs associated with the intersection. amentation Cost Federal Funds $1,665 Local Page: 17 Intersection ID: 18.10 COUNTY ROADWAY SAFETY PLANS JULY 2013 CHAPTER4: ANCNACOUNTYSAFETYPROJECTS Summary of Hiah Priority Rural Intersection Locations and Recommended Proiects AA e-22 COCSII' Mainline Review Intersect Dynamic Install Signa & ton Risk Round- Directional Warning Street Signs& Clearing/ Project Coat Rank ID a Description Ranking about Median Sign Lights* Marking Grubbing ($) 1 23.13 CSAH CSAH 23 AND CSAH 54 * * *+* * X X $15,700 2 83.03 CSAH CSAH 83 AND MSAS 1121ALPINE DR **** - - - - X X $6,150 3 17.20 CSAH CSAH 17 AND CSAH 22 **** - - - X X - $7,650 4 27.01 CNN CNTY 27 AND MNTH 47 **** - - - - X - $1,850 5 72.01 CNTY CNTY 72AND WAS 109235THAVE **** - - - - X - $3,700 6 28.03 CSAH CSAH 28 AND CNTY 71 (EAST) *** - - - X X - $7,850 7 83.05 CSAH CSAH 83 AND MSAS 1281173RD AVE ** * - - - X X $15,700 8 34.02 CSAH CSAH 34 AND WAS 105MARE RD ** * X - $3,700 9 22.16 CSAH CSAH 22AND MSAS 10ANILDRICE DR *** - - - - X - $1,850 10 24.04 CSAH CSAR 24 AND CNTY 71 *** - - - X X - $7,850 11 28.06 CSAH CSAR 28 AND MNTH 47 ** * - - - X - $3,700 12 7.20 CSAH CSAH 7AND CNTY27 *** - - - X - $100 13 21.02 CSAH CSAH 21 AND CSAH 32 *** - - X X - $7,850 14 66.01 CNN CNTY 66 AND MNTH 47 *** - - - X X $7,850 15 17.18 CSAR CSAH 17 AND CSAH 18 *** X $5,550 16 12.12 CSAH CSAH 12 AND CNTY 53 (NORTH) *** - - - - X - $1,850 17 18.10 CNITY CNTY 18 AND MSAS 124, MSAS 131, **+ _ - - - X - $1,850 NIGHTINGALE ST 18 58.03 CNTY CNTY 58 AND MSAS 105/TULIP ST *** - - - - X - $1,850 19 63.01 CNN CNTY 63 AND MNTH 47 *** - - - X - $1,850 20 23.12 CSAH CSAH 23 AND CSAH 62 *+* - - X X - $7,850 21 18.23 CSAH CSAH 18 AND MSAS 121/LAKE NEfTA DR *** - - - X X - $15,700 22 19.01 CNN CNN 19 AND CSAH 23 *** - - - X X - $7,850 23 24.05 CSAH CSAH 24 AND MNTH 47 (WEST) ** * - - - X X - $7.850 24 24.20 CSAH CSAH 24 AND CSAR 26 **+ - - - X X - $7050 25 13.01 CSAH CSAH13AND CSAH 22 *** - - - - % - $100 26 26.01 CSAH CSAH 26 AND WAS 102229TH AVE * ** - - - X X - $7,850 27 68.01 CNN CNTY 68 AND MSAS 108/6RIARWOOD LN *** - - - X - $3,700 28 76.01 CSAH CSAR 76 AND CSAH 85 * * - - X X - $15,250 29 17.17 CSAH CSAH 17 AND CSAH 18 +* - - - - X - $1,850 30 17.19 CSAH CSAH 17 AND CSAH 17/185TH AVE * * X X $7,850 31 17.13 CSAH CSAH 17 AND CSAH 116 ** - - - X - $1,850 AA e-22 COCSII' Anoka County Urban Right Angle Intersection Listing Analysis Years: 2007 - 2011 7118/2013 2016 Int# Sys Num Street Name Intersection Description Major ADT Configure Me)or Speed tion Limit Total Severe Right Angle Crash Crash Coal 12.03 CSAH 12 109th Ave CSAH 12 AND JEFFERSON ST NE WAS 117 13,100 Undivided 35 0 S 484,000 12.06 CSAH 12 109th Ave CSAH 12 AND CENTRAL AVE NE MNTH 85 SBL 55,000 Divided 55 0 S 2.087,000 12.07 CSAH 12 109th Ave CSAH 12 AND DAVENPORT ST NE MSAS 130 12,900 Divided 45 1 $ 1,204,000 12.09 CSAH 12 109N Ave CSAH 12 AND RADISSON RD NE CSAH 52 SBL 20,400 Divided 50 1 S 1,281,000 14.01 CSAR 14 Main St CSAH 14 AND 8TH AVE MSAS 111 16,400 Undivided 35 0 5 1,604,000 14.02 CSAH 14 Main St CSAH 14 AND WEDGEWOOD DR WAS 134, PVT BUS RD 14,200 Divided 45 0 $ 690,000 14.03 CSAH 14 Main St CSAH 14 AND RIVER RAPIDS DR, AND (BIZ RD) AND MSAS 136 Be 32,000 Divided 45 0 S 738,000 14.04 CSAH 14 Main St CSAH 14 AND NORTHDALE BLVD AND SB MSAS 127 32,000 Divided 45 0 S 2,011,000 14.07 CSAH 14 Main St CSAH 14 AND COON CREEK BLVD SB CSAH 18 31,000 Divided 55 0 $ 1,415,000 14.08 CSAH 14 Main St CSAH 14 AND SHENANDOAH BLVD WAS 129 14,900 Divided 55 1 $ 888.000 14.09 CSAH 14 Main St CSAH 14 AND HANSON BLVD CSAH 78 S8 21,800 Divided 55 0 $ 1,858,000 14.12 CSAH 14 Main St CSAH 14 AND FOLEY BLVD, AND M 352 AND MSAS 114 17.800 0 55 0 S 702,000 14.13 CSAH 14 Main St CSAH 14 AND UNIVERSITY AVE AND CSAH 51, AND M 596 17,800 0 55 1 $ 2,970,000 14.14 CSAH 14 Main St CSAH 14 AND JEFFERSON ST WAS 121 17,700 0 55 0 $ 1,063,000 14.15 CSAH 14 Mein St CSAH 14 AND POLK ST NE M 338, OAK PARK BLVD MSAS 111 17,700 0 55 0 $ 889,000 14.18 CSAH 14 Main St CSAH 14 AND ULYSSES ST NE MSAS 124 17,700 Divided 55 1 S 1,282,000 14.18 CSAR 14 Main St CSAH 14 AND CENTRAL AVE NE ABERDEEN ST NE WAS 130 13,600 Divided 55 0 $ 928,000 14.19 CSAH 14 Main St CSAH 14 AND RADISSON RD NE CSAH 52 13,600 Divided 55 0 S 318,000 14.3 CSAH 14 Main St CSAH 14 AND 20TH AVE N 2DTH AVE S CSAH 54 11,100 Divided 35 0 S 232,000 14.31 CSAH 14 Main St CSAH 14 AND E UM LINO LAKES (INSIDE) 21ST AV MSAS 112 11,100 Divided 35 0 $ 218,000 16.01 CNTY 18 Andover Blvd CNTY 16 AND HANSON BLVD NW CNTY 78, AND MSAS 110 18,100 Undivided 55 1 S 1.314,000 16.05 CNTY 16 Andover Blvd CNTY 16 AND MNTH 65 SBL 33,000 Divided 55 0 S 1.556,000 17.01 CSAH 17 Lexington Ave CSAH 16 AND CSAH 32, AND RAMSEY CSAH 51 11,200 Divided 45 0 S 330,000 17.02 CSAH 17 Lexington Ave CSAH 16 AND LAKE DR CSAH 23 EBL 12.900 Divided 45 0 S 1,376,000 17.06 CSAH 17 Lexington Ave CSAH 17 AND CNTY 49 17,300 Divided 45 0 S 539,000 17.07 CSAH 17 Lexington Ave CSAH 17 AND CNTY 50 17,300 Divided 45 0 S 251,000 17.1 CSAH W Lexington Ave CSAH 17 AND PHEASANT RIDGE DR EBL MSAS 128 22,600 Divided 45 0 $ 1,132,000 18.01 CSAH 18 Crooked take Blvd CSAH 18 AND 113TH AV NW AND MSAS 105, AND #2 M 145 6.300 Undivided 35 0 S 298,000 18.03 CSAH 18 Coon Creek Blvd CSAH 18 AND 131ST AVE NW MSAS 140 14,400 Undivided 45 0 $ 481,000 18.04 CSAH 18 Coon Creek Blvd CSAH 18 AND ANDOVER CL, AND ANDOV 133RD AV NW AND WAS 109 11,200 Undivided 45 0 $ 411,000 18.06 CSAH 18 Crosstovm Blvd CSAH 18 AND BUNKER LAKE BLVD NW CSAR 116, AND CNTY 18 15,300 Divided 50 0 $ 1,122,000 16.09 CNTY 18 Crosstown Blvd CNTY 18 AND ANDOVER BLVD WAS 110 14,400 Undivided 45 0 $ 342,000 18.12 CNTY 18 Cmsstawn Blvd CNTY 18 AND CSAH 78 14,000 Divided 50 0 $ 24,000 23.01 CSAH 23 Naples St CSAH 23 AND 85TH AVE NE CSAH 32 14,100 Divided 45 1 S 1,029,000 23.02 CSAH 23 Naples St CSAH 23 AND NAPLES ST AHEAD CNTY 105 12,900 Divided 50 0 $ 836,000 23.04 CSAH 23 Lake Or CSAH 23 AND FIRE BARN RD SBL MSAS 102 12,900 Divided 50 0 S 593,000 23.05 CSAH 23 Lake Or CSAH 23 AND PINE DR M 22, SOUTH PINE DR MSAS 104 12,900 Divided 50 0 $ 438,000 23.07 CSAH 23 Lake Or CSAH 23 AND 101ST AVE NE, CNTY 49 CSAH 49 10,600 Divided 50 0 S 278,000 24.13 CSAH 24 Bridge St CSAH 24 AND RUM RIVER BLVD CNTY 72 POPPY ST NW WAS 117 9,600 Undivided 30 1 $ 630,000 30.01 CSAH 30 Pleasant Sl CSAH 30 AND MNTH 47, AND PLEASANT ST 20,1 DO Undivided 30 1 S 2.115,000 31.01 CSAH 31 4th Ave CSAH 31 AND MAIN ST/MSAS 134/MSAS 115 22,400 Divided 30 0 $ 1,130,000 32.01 CSAH 32 85th Ave CSAH 32 AND MNTH 65 NB AND MUN 313 41,000 Divided 30 0 S 3,288,000 32.04 CSAH 32 85th Ave CSAH 32 AND XYLITE ST NE MSAS 131 15,300 Divided 45 0 S 481,000 32.05 CSAH 32 85th Ave CSAH 32 AND WAS 252JPARK VIEW DR 11,200 Undivided 50 0 S - 35.01 CSAH 35 Central Ave CSAH 34 AND MNTH 65 NBLAND MEDTRONIC PKWY MSAS 315 42,000 Divided 50 0 $ 1,348,000 35.04 CSAH 35 Central Ave CSAH 35 AND 69TH AV MSAS 305 7,200 Undivided 40 0 S 91,000 51.02 CSAH 51 University Ave CSAH 51 AND COON RAPIDS WAS 128, 101 ST AVE NE MSAS 101 19,600 Divided 45 0 $ 1,474,000 51.03 CSAH 51 University Ave CSAH 51 AND EGRET BLVD MSAS 104 18,800 Divided 40 0 S 1.499,000 51.05 CSAH 51 University Ave CSAH 51 AND 117TH AV NE WAS 109 13,500 Undivided 50 0 S 333,000 51.08 CSAH 51 University Ave CSAH 51 AND COON RAPIDS 121ST AVE NE MSAS 102 9,900 Undivided 50 0 S 103,000 52.03 CSAH 52 Radisson Rd CSAH 52 AND MSAS 107/NAPLES ST NFA5TH AVE NE 20,700 Divided 50 0 S 172,000 52.04 CSAH 52 Radisson Rd CSAH 52 AND 101ST AVE NE MSAS 106,FLANDERS ST NE M 781 18,500 Divided 50 0 $ 1,187,000 7118/2013 2016 Anoka County Rural Intersection Listing Analysis Yea.: 2007-3011 7/162913 104 IMS Sys Nun lnleoh Desor"oo Slap, OMN.. RR AN R&kus Right RatioC.int ADT STOP (.5r* CAngMelm (MiMAq) Chun con 7.15 CSW 7 CSM 7 AND MSAS IMIOM AVE NW NO No No No 14845 NO 0 00S 5 194.000 797 CSW 7 LEAH 7AND CREW No Yes No NO 147M No 1 0.10 S 12.000 7.10 CSAH 7 LSH 7 AND CNN 158 No Yes No No 9075 No 0 ON $ 511.000 7.19 CSAR 7 CSW 7 AND MSAS 1341185TH AVE No Yee NO No 8335 No 1 0.07 S 499,000 72 CSW 7 CSAR 7 AND CNN 27 No Yes No No 780) No 1 0.20 S 430,000 7.21 CSAH 7 CSAH7ANDMSASIl Wl D(AVENW No Yes No No WW No 0 0.02 5 139940 7.23 CSAH 7 CSW TAND CSAR 24 No Yes NO No 8900 No 1 092 $ 200000 9.1 CSAR 9 CSAH BAND 188TH M NW MSAS 118 NO No No No 11145 No 0 0.03 3 172,000 9.11 GSAH 9 CSAR 9 AND 113RO W NW MSAS 112 No No No No I= No 0 0.09 S 285,000 9.12 CSW 9 CSAH 9AND 17411-1 LA NW MSAS 141 No No No No 9893 No 0 002 S 91.000 9.15 CSW 9 CSAR 9gN0197R1 AVE NW MSAs 109 No Yes NO No 7800 No 0 008 S 412,000 918 CSW 9 CSW 9 AND MIST AVE NW MSAS 102 No No No NO 76M No 1 0.13 S MOM 9.17 CSAH 9 CSW 9 AND 294TH AVE NW MSAS 108 No No NO No 7060 No 0 OW 5 IM.OW 9.18 CSAR 9 CSW 9 AND MIST AVE NW WAS IN No No No NO 73W No 2 0.17 $ 445,000 919 CSiH 9 CSW 9 AND 2251111-1 AVE NW MSAS 121 No Yes No No 9430 No 0 008 $ 12,000 12.11 CSAH 12 CSAR 12 AND CNN 53(WUM) No Yae No NO 8850 No 4 0.95 5 333,000 1212 CSAH 12 CSAH12ANDCNTY53(N0RTH) No Yea No NO 8150 No 2 aSO 5 ISO." 1301 CSAH 13 CSAH 13 AND CSAR 22 Yes Y. No No 9425 NO 0 0.23 S - 13N CSAH 13 ANO CMY 103, CSAH 13 TURNS, W FRA No No No No 4175 NO 0 070 $ 12,000 1305 CSAR 14 CSH 13 AND WAS I ISHOLLY ST HW No No No No 2495 No 0 OW S 1W,OW 1394 DEW 13 CSW 13 AND CNTY 151 No Yes No No 2890 No 0 0.24 S - 14.M CSW 14 GEAR 14 AND LEVETE ST NE MSA5 IQ No No No No 9480 No 0 0.01 $ - 14,V CSAR 14 CSAH 14 AND CNN50 No No No No 9425 No 1 030 5 12,000 14.25 CSW 14 CSW 14 AM 4TH AVE N MSAS IN No No No NO 7894 No 2 0.15 S 103.oW 14.28 CSW 14 90WOODDUCKTRM3WW DDUCKTI No No No No 7392 No 0 094 S 14.28 CSAR 14 SAH 14 AND ALAS 11 VRONDEAU LAKE R No Yes No No 7195 No 1 994 5 194,000 1591 CNTY 15 CNN IS AND CM 22 Yoe No No No W75 No 0 0.37 S 284,000 ISM CNN 15 N 15 AND KLONDUE OR MEAS 194. CNN No Yes No NO 1933 No 0 0.12 S 412,940 15.94 CM 13 CNTY 15 AND CNN 748 AM(SOMH) No No No No IS45 No 0 076 S 12.001) 1509 CHTY 15 CNTYISANDCNIY74BMD(N0RTH) No NO No No 12M No 0 OW 6 135000 15.94 CNN 15 CNN 15 AND CSW M No NO No NO 1125 No 0 O.b $ 12.000 10.03 CNTY 18 BANG HAM LAKE 11NNEFt9ffY AVE NE MS No NO No No 3975 No 0 034 5 12,oW 10.04 CNN 18 CNW IB AND MSAS IW ACKSON ST No Yee NO No 3450 No 0 0.28 S 149940 17.13 CSAM 17 CSAN 17 AND CSAR 110 No No NO No IM25 No 1 0.22 S 719.000 17.14 CSAR 17 CSW 17 AND 14911-1 AVE NE MSAS IN No Y. No No WOO No 0 0.10 $ 182000 17.15 CSW 17 CSAR 17 AND VAIN AVE NE MESAS IN NO No NO No W88 No 0 OW 5 - 17.18 CSAR 17 CSAR 17 AND CNIYW No No NO No 8575 No 1 0.37 S 330000 17.17 CSW 17 CSAR I7AND CSAH 18 No Yes No No 9450 No 3 1.94 S W9,W0 17.10 CSAH 17 CSAR I7AND CSAR IB No Yes No No 8925 Yes 2 0.60 S 342.OW 17.19 CSAH 17 CSAH I7MO CSAH 172205TH AVE No No No No 2380 Y. 0 0.41 S 742.000 171 CUM 17 CSAR 17AND CSAR 22 No Yes Yaa No 5125 No 1 091 5 290.OW 181 CNW 18 18AND MEAS 124, MEAS 131, NIGHIMGA No Ym No No 11945 No 1 0.59 S 190094 18.11 CNT1' 18 CNNISANDMSAS13970WERDRNW No Yes No NO 9487 No 0 0.22 S - 1914 CSAR 10 CSAH 18 AND MSA51031VARO LAKE DR Yea Yea NO No 4994 No 0 D.W S 91,000 1915 GEM 18 SAH 18 AND BUTTERNUT ST NW MSAS 12 No Yes No No 4380 NO 0 OW 5 91,000 1515 CSAH 18 CSCR IES AND 3RD ST NE MSAS 114 No Yes No No 4710 No 0 010 S - 1917 CSAH 18 CSAR IES AND 173RD AVE NE MSAS 128 Yes No No W 4710 No 0 0.94 S - 1918 CSAR 18 CSW 18 AND CNW W NO Ym No No 5594 No 0 038 3 91,940 18.18 CSAR 18 CSAH IBAND POLK ST NE MSAS 128 No No No NO 5380 No 0 ON $ 1921 GSAH 18 CSAHIBANDMSASIISCHISHOWST Yes No Yes No 7730 No 0 ON S 140000 18.22 CSAH 10 IAN01M 67NEANDCNN68ANOW No No No No 9125 No 0 0.24 S 149094 1523 CSAH 18 05AHIBANDMSAS721AAKENENADR Y. Yee No No 9410 No 1 ON S 135,094 1924 CSAH 18 CSAR I9 AND CNNI9 No NO No No SIBS No 1 0.16 5 149,000 19.01 CNN 19 CNN 19 AND CSM W Yea Yes No No 7825 No 1 all S 103,000 2001 CSAR W 3 AND DAKOTA Si NW AND MSAS 1439041 NO NO No No 3990 No 1 005 S 503,000 MW CSAR M CSAHMMDTUUPSTNNWAS/W No No No No 3898 No 0 011 $ - MM CSW M CSAHMANDCMY59 No No NO NO 7925 No 4 0.48 3 342094 W.N CSAR N CSAH 2O AND Mass 124INKB"MALE SI No No No No 7575 No 3 037 5 WON 20.94 CSAR M W MAND MSAS 138M9NTERGREEN W I No No No No 5490 No 0 0.15 5 21.02 CSW 21 CSMl21ANDCSAHX! Vee Yes NO No 11050 No 0 0.59 5 416.000 21.00 CSAH 21 CS02IANOHOLLYORMSASIWEAST No Y. No No Was No 0 0.03 S - 22.W GEAR 22 CSII 22 AND CNN IW No Yes No No MIS No 0 023 S 103,00o 22.04 CSAH 2! CSAH72ANDCNNW No Yb No No 6,510 No 5 0.19 5 Ba3W0 2105 CSW 22 W 22 AND OIACKF00T ST NW a1 MSAS No Yes No No 7,915 No 0 0.03 It 22.07 CSW 21 ! AND 197041 AVE NW MSS IN, CSAN M No Yes No No 9194 No 0 0.06 S 295,000 22.94 CSM M 122 AND FIAMINGO ST NW MSAS 101(W No Yu No No 0,2/0 No 0 OW $ 127,000 22.94 CSAR 22 94229040 FLAMINGO ST NW GHN70 (FA No NO No No 9,725 No 0 11.51 3 12.000 221 Cw 22 CSAN22ANDMSAS1IWlWSST Yee Vas No No 7,360 No 0 0(A 3 12940 22.11 CSAN 22 CSAMMANDCEOARNTNWCNN87 No Yes No No 7,794 No 0 013 S 103,000 22.12 CSM 2! NOUNWAVENEANDEBMSASIW80G NO No No No 7,39 No 0 ON 5 273,00) 2213 CSAH 22 CSW22ANDJACKS0NSTNEMSAS101 W No No No 8,350 No 2 11.18 $ 82940 MIS CSM 22 ! AND GREENBROOK DR NE WAS IW B 1 No Yas No No 7,394 No 0 025 S - 2.15 CSM 22 CSA)l2IANDMSSIMMLDRICEDR No Yes Y. No 4,475 No 0 0.24 S WOOD 21.17 CSAR 22 CSAHVAN02I5 l.ANECNN74 No Yes No No 4.930 No 0 011 S 12,000 22,18 CSAR 22 CSAR 22 AND CSAH 05 No NO No Ro 8,945 No 1 049 5 39094 22.19 CSAR 22 CSM122ANOCNN75 Yes Yes NO No 9300 No 0 0.00 5 12,000 MM CSAR 23 CSAM23ANDMDAVEMSAS101 NO Yea NO No 11,450 No 0 018 S - 23.12 CSPH M CSAHAANDCGM52 No V. No No 8,275 No 1 027 3 149000 23.13 CSAR M CSAHMANDCS1H54 Yes Yes Y. No 8,280 Yea 1 020 S 150000 24.01 CSAH 2d VAND JARVBi Sf NW CNN 70, CSAR 24' No No UO NO ;o25 No 1 079 S 103,000 24.02 CSW 24 SAH24ANDSUGARELIPIRDNWCNNt No No No No 1,505 No 0 027 S 2'4.03. CSW 24 CSJINANDCNNW No Yes Yu NO 2475 No 0 091 S 12,094 CSW 94 CSAR 24 AND CNN 71 Yea Y. No No 1,994 No 0 019 S 518,094 7/162913 104 COLLISION DIAGRAM LOCATION: MSAS 124 (NIGHTINGALE ST) AT CR 18 (CROSSTOWN BLVD) TIME PERIOD: 01/01/2009 - 12/31/2018 DATE: 4/24/2020 PREPARED BY: BK F- 8 rF Y r z y V O y � y ♦ Gp F z CROSSTOWN BLVD 01/14/12 (14) w/13/16 (20) 11/06L13(16) 01/16/u (08) w 06 D k - m/u/11 <zo) os/16/n (11l o6/oz/14 <o>) 0i ol-s-s 1.-c-0 ox -c -o SEVERITY IDENTIFIERS Fatal Act. �© Personal Injury 0 Property Damage Acc. Motor Vehicle Backing Up Motor Vehicle Run Off Road 0-F Head On Rear End Right Angle BOLTON MINNESOTA RURNSN LIMIN) Q & MEN K NOTES Year Pedestrian Severity 2009 2010 2011 2012 2013 2014 2o15 2016 2012 2018 Fatal 0 0 a 0 0 0 0 0 0 0 Alnlury 0 0 0 0 0 0 0 0 0 0 8lnlury 0 a 0 0 0 0 1 2 1 0 CInlury 0 0 0 0 1 1 0 0 0 0 Property Damage 0 0 1 1 0 2 1 D 1 0 Total Accidents 0 0 1 1 1 3 2 2 2 0 BOLTON MINNESOTA RURNSN LIMIN) Q & MEN K NOTES Year Pedestrian Crash Type 2009 2010 2011 2012 2013 2014 2015 Motorcycle Rear End 0 0 0 a 0 2 0 c= clear or cloudy (1 or 2) R= Rain (3) s= $now or Wet (4 or 5) N0, (1) W= Wet (2) 5=5mw or Ice (3 or 4) Right Angie 0 0 0 1 1 1 1 D8=Debds (6) 0=01ty O) Lek Turn 0 0 0 0 0 0 0 MIZ go Head On 0 0 1 0 Il 0 0 Run Off Road 0 0 0 0 0 0 1 Total 0 0 1 1 1 3 2 BOLTON MINNESOTA RURNSN LIMIN) Q & MEN K NOTES rrrAdlon—menkcom Pedestrian 46 Bicycle/Moped Motorcycle Light: Weather: Surface: Left Turn L=Daylight) DR=Dawn (2) Du= Dusk (3) c= clear or cloudy (1 or 2) R= Rain (3) s= $now or Wet (4 or 5) N0, (1) W= Wet (2) 5=5mw or Ice (3 or 4) OI= Dark, Lighted (4) F, Fail, Smo&Smoke(6) Miii Ii (SI �❑ Fixed Object Do- Dark, Lights Off (5) D= Dark, Unlighted (6) 0=81owing Sand/Dust W=Severe Crosswinds(8) D8=Debds (6) 0=01ty O) %=Unknovm(99) g= Other or Unknown 199) g=Othercr Unknovari BOLTON MINNESOTA RURNSN LIMIN) Q & MEN K ago-Nb6T3] Phone: (952) 09 ail: recacitch hdlarkik. com rrrAdlon—menkcom COLLISION DIAGRAM objectid Incident ID Date and T Year Hour Crash Seve Number Kil Number of Officer Nar 2334196 10696516 1/14/2011, 2011 20 Property D. 0 2 VEH 1 WAS 2563573 10773507 1/14/2012, 2012 14 Property D; 0 1 HELD ADM 2166823 10855107 11/6/2013, 2013 16 Possiblelnj 0 2 UNIT 1 DID 1964050 10930936 1/16/2014, 2014 8 Property D. 0 2 DRIVER OF 2202196 10930646 1/11/2014, 2014 10 Property D. 0 2 SEE LOCAL 2252743 10937083 9/2/2014,: 2014 7 Possiblelnj 0 3 SEE LOCAL 2055250 11022143 9/28/2015, 2015 21 Minor Injur 0 1 VEHICLE Or 2309245 11018717 4/13/2015, 2015 7 Property D. 0 3 UNIT 1 LOC 2048142 378944 9/9/2016,1 2016 20 Minor Injur 0 2 U1: 2336594 335424 3/13/2016, 2016 20 Minor Injur 0 2 UNIT #1 TR 2239264 521770 12/4/2017, 2017 20 Minor Injur 0 1 Vehicle one 2361777 430271 3/19/2017, 2017 11 Property D, 0 2 UNIT#1 EA Constructic County City M Anoka Andover M Anoka Andover M Anoka Andover M Anoka Andover M Anoka Andover M Anoka Andover M Anoka Andover M Anoka Andover M ANOKA Andover M ANOKA Andover M ANOKA Andover M ANOKA Andover Township Route Type Route ID Route Mea Roadway N Divided Ro; County Roz 070000659 1.943 CROSSTOWN BLVD NN County Roz 070000659 1.948 CROSSTOWN BLVD NN County Roz 050002393 0 CROSSTOWN BLVD NN County Roz 070000659 1.943 CROSSTOWN BLVD NN Local (or Ci 050002393 0 NIGHTENG.South County Sta 050002393 0 CROSSTO\A West County Roz 070000659 1.943 CROSSTO\hSouth County Roz 050002393 0 NIGHTINGALE ST NW Municipal! 050002393 0.006702 NIGHTINGALE ST NW County Roz 070000659 1.944892 CROSSTOV&South County Roz 070000659 1.945515 CROSSTO% Not Applicz Municipal '050002393 0.000532 NIGHTINGALE ST NW Intersectioi Manner of First Harmf Relative Tr Lighting Co Road Circui road_circw Road Circui road_circui NIGHTENG, Angle Motor Veh On Roadwz Dark (Street Lights On) 30 F S NIGF LEFT TURN Motor Veh On Roadwz Daylight NIGHTINGL LEFT TURN Motor Veh On Roadwz Daylight NIGHTINW LEFT TURN Motor Veh On Roadwz Daylight CROSSTO\A REAR-END Motor Veh On Roadwz Daylight NIGHTINGLREAR-END Motor Veh On Roadwz Sunrise NIGHTINGFOther Overturn/P On Roadsid Dark (Street Lights On) 150 LN NW REAR-END Motor Veh On Roadwz Sunrise CROSSTOVt Angle Motor Veh On Roadwz Dark (Stree None Angle Motor Veh On Roadwz Dark (Unkn None able Fence, Not On Roadwz Dark (Unkn Road Surface Condition (wet, icy, snow, slush, Front to Re Motor Veh On Roadwz Daylight None Relative Int Traffic Con, Weather Pi Weather SE Surface Coi Work Zone Work Zone Work Zone Workers Pr Not at Intei Not Applicc Snow Snow 2 NOT APPLII NOT APPLII Not Applin Not at Intei Not Applic<Cloudy Snow Wet 2 NOT APPLII NOT APPLII Not Applica T Intersecti STPSN-NO1 Clear Dry 2 NOT APPLII NOT APPLII Not Applic T Intersecti STPSN-NO1 Blowing Sa Cloudy Snow 2 NOT APPLII NOT APPLII Not Applic T Intersecti STPSN-NO1 Cloudy Cloudy Ice/Frost 2 NOT APPLII NOT APPLII Not Applic< Other Not Applic. Clear Clear Dry 2 NOT APPLII NOT APPLII Not Applic< Not at Intei Not Applic Clear Dry 2 NOT APPLII NOT APPLII Not Applic< TIntersecti STPSN-NO1Clear Clear Dry 2 NOT APPLIINOTAPPLIINotApplic T Intersecti Stop Sign Clear Dry 2 NOT APPLICABLE TIntersecti Stop Sign Clear Dry 2 NOT APPLICABLE T Intersecti Stop Sign Snow Blowing Sa Snow 2 NOT APPLICABLE T Intersecti No Control Cloudy Dry 2 NOT APPLICABLE Unitl Type Unitl Vehi(Unit1 Direc Unitl Factc Unitl Factc Unitl Most Unitl Vehi( Unitl Traffi Unitl Post( Motor Veh Passenger r Eastbound Moving For 2-LANES 1- 45 rble (Not in Sport Utilit NORTHEAS IMP PKG/STR/STPG Motor Vehicle In Trans 2-LANES 1- 45 Motor Veh Passenger I Southboun Failure to Yield Right-o Motor Veh Turning Let 2-LANES 1- 45 Motor Veh Pickup Southboun Failure to Yield Right-o Motor Veh Turning Let 2-LANES 1- 45 Motor Veh Pickup Southboun No Clear Cc No Clear Cc OTHER COL Other 2-LANES 1- 55 Motor Veh Passenger i Westbounc No Clear C(No Clear C(OTHER COL VEH STOPC 2-LANES 1- 45 Motor Veh Passenger rSOUTHWE! OTH HMN CNTR FCT Overturn/P Unknown 2-LANES 1- 45 Motor Veh Passenger r Southboun Inattentive No Clear C(COL UNDRI Moving For 2-LANES 1- 55 Motor Veh Sport Utilit5outhboun No Clear Contributing, Motor Veh Moving For Two-Way, 1 45 Motor Veh Passenger r Eastbound No Clear Contributing Action Moving For Two-Way, 1 45 Motor Veh Pickup Southboun Unknown Moving ForTwo-Way, Divided, Unj Motor Veh Passenger i Eastbound No Clear Contributing, Motor Veh Turning LetTwo-Way, 1 50 Unit1 Horiz Unit1 Road Unit1 Nonr Unit1 Injun Unit1 Physi Unit1 Age Unitl Sex Straight Level No Apparei Apparently 24 Female CURVE GRADE PED FAIL Yl No Apparei Apparently 71 Male CURVE Level No Apparei Apparently 21 Male CURVE Level No Apparei Apparently 33 Female Straight Level Other No Apparei Apparently 61 Male CURVE Level Possible InjApparently 46 Male CURVE Level Unknown Suspected NOTAPPLI( 27 Male Straight Level No Apparei Apparently 18 Male Curve Left Level Suspected Apparently 48 Female Curve Right Level NoAppareiApparently 16 Male Curve Left Downhill Suspected Apparently 61 Male Curve Right Level No Apparei Apparently 19 Male Unit2 Type Unit2 Vehic Motor Veh Passengers Motor Veh Pickup Motor Veh Passengers Motor Veh Passengers Motor Veh Sport Utilit Motor Veh Sport Utilit Motor Veh Passengers Motor Veh Sport Utilit Motor Veh Passenger Motor Veh Passenger i Unit2 Direc Unit2 Factc Unit2 Factc Unit2 Most Unit2 Vehic Unit2 Nonr Unit2 Injur Unit2 Physi Unit2 Age Eastbound No Clear Contributing, Motor Veh Moving Forward No Apparei Apparently 26 SOUTHWEST Motor Veh Moving Forward No Apparei Apparently 44 Westbounc No Clear Contributing, Motor Veh Moving Forward Possible Inj Apparently 38 Westbounc No Clear Contributing Motor Veh Moving Forward No Apparei Apparently 56 Southbound OTHER COL Slowing No Apparei Apparently 60 Westbounc No Clear Cc No Clear Cc OTHER COL Slowing No Apparei Apparently 16 Southboun No Clear Cc No Clear Cc Motor Veh Moving Forward No Apparei Apparently 18 Northboun Failure to Yield Right -o Motor Veh Turning Left Suspected Apparently 17 South boun Ran Stop Sign Moving Forward No Apparei Apparently 22 Eastbound Following Too Closely Motor Veh Moving Forward No Apparei Apparently 18 Unit2 Sex Unit3 Type Unit3 Vehic Unit3 Direc Unit3 Factc Unita Factc Unit3 Most Unit3 Vehic Unit3 Nonr Female Male Female Male Female Male Motor Veh Sport Utilit Westbounc No Clear Cc Inattentive. OTHER COI Moving Forward Female Motor Veh Passenger (Southboun No Clear Cc No Clear Cc Motor Veh Moving Forward Male Female Male Unit3 Injur, Unit3 Physi Unit3 Age Unit3 Sex Unit4 Type Unit4 Vehic Unit4 Direc Unit4 Factc Unit4 Factc No Apparei Apparently 16 Female No Apparei Apparently 18 Female Unit4 Most Unit4 Vehii Unit4 Nonr Unit4Injur Unit4 Physi Unit4 Age Unit4 Sex interchangiotst_inters NIGHTINGP NIGHTINGP NIGHTINGP NIGHTINGP NIGHTINGP NIGHTINGP NIGHTINGP NIGHTINGP NIGHTINGP NIGHTINGP NIGHTINGP NIGHTINGP city_sectiot utmx utmy x y kLE ST AND 475236 5010098 475236 5010098 kLE ST AND 475242 5010103 475242 5010103 kLE ST AND 475236 5010098 475236 5010098 kLE ST AND 475236 5010098 475236 5010098 BLEST AND 475236 5010098 475236 5010098 kLE ST AND 475236 5010098 475236 5010098 kLE ST AND 475236 5010098 475236 5010098 %LEST AND 475236 5010098 475236 5010098 tLE ST AND 475229.7 5010107 475229.7 5010107 kLE STAND 475238.1 5010098 475238.1 5010098 kLE ST AND 475240.2 5010097 475240.2 5010097 kLE ST AND 475234.9 5010098 475234.9 5010098 13 CRASH MODIFICATION FACTORS CLEARINGHOUSE CMF / CRF Details CMF ID: 206 Conversion of stop -controlled intersection into single -lane roundabout Description: Prior Condition: No Prior Condition(s) Category: Intersection geometry Study: Observational Before -After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method, Persaud et al., 2001 Star Quality Rating: Crash Modification Factor (CMF) Value: 0.28 Adjusted Standard Error: 0.11 Unadjusted Standard Error: 0.06 Crash Reduction Factor (CRF) Value: 72 (This value indicates a decrease in crashes) Adjusted Standard Error: 11 Unadjusted Standard Error: 6 Applicability Crash Type: All Crash Severity: All Roadway Types: Not specified Number of Lanes: Road Division Type: Speed Limit: Area Type: Urban Traffic Volume: Time of Day: If countermeasure is intersection -based Intersection Type: Roadway/roadway(not interchange related) Intersection Geometry: Not specified Traffic Control: Stop -controlled Major Road Traffic Volume: Minor Road Traffic Volume: Development Details Date Range of Data Used: Municipality: State: Country: Type of Methodology Used: Before/after using empirical Bayes or full Bayes Sample Size Used: Other Details Included in Highway Safety No Manual? Date Added to Clearinghouse: Dec -01-2009 Comments: This site is funded by the U.S. Department of Transportation Federal Highway Administration and maintained by the University of North Carolina Highway Safety Research Center The information contained in the Crash Modification Factors (CMF) Clearinghouse is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in the CMF Clearinghouse. The information contained in the CMF Clearinghouse does not constitute a standard, specification, or regulation, nor is it a substitute for sound engineering judgment. CMF Clearinghouse >> CMF / CRF Details 13©© CRASH MODIFICATION FACTORS CLEARINGHOUSE CMF / CRF Details CMF ID: 210 Page 1 of 2 Conversion of stop -controlled intersection into single -lane roundabout Description: Prior Condition: No Prior Condidon(s) Category: Intersection geometry Study: Observation/ Before -After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method, Persaud et al., 2001 Star Quality Rating: Crash Modification Factor (CMF) Value: 0.12 Adjusted Standard Error: 0.14 Unadjusted Standard Error: 0.08 Crash Reduction Factor (CRF) Value: 88 (This value Indicates a decrease in crashes) Adjusted Standard Error: 14 Unadjusted Standard Error: 8 Applicability Crash Type: All Crash Severity: A (serious injury),B (minor injury),C (possible Injury) Roadway Types: Not specified Number of Lanes: Road Division Type: Speed Limit: http://www.cmfclearinghouse.org/detaii.cfm?facid=210 8/27/2018 CMF Clearinghouse >> CMF / CRF Details Area Type: Urban Traffic Volume: Time of Day: Development Details Date Range of Data Used: Municipality: State: Country: Type of Methodology Used: Before/after using empirical Bayes or full Bayes Other Details Included in Highway Safety Manual? No Date Added to Clearinghouse: Dec -01-2009 Comments: [View the Fdli ST �J , L .c.' -_ This site is funded by the U.S. Department of Transportation Federal Highway Administration and maintained by the University of North Carolina Highway Safety Research Center For more information, contact Karen Scurry at karen.scurry@dot.gov The Information contained in the Crash Modification Factors (CMF) Clearinghouse Is disseminated under the sponsorship of the U.S. Department of Transportation in the Interest of Information exchange. The U.S. Government assumes no liability for the use of the information contained In the CMF Clearinghouse. The information contained in the CMF Clearinghouse does not constitute a standard, specification, or regulation, nor is it a substitute for sound engineering judgment. Page 2 of 2 http://www.cmfclearinghouse.org/detail.cfm?facid=210 8/27/2018 If countermeasure is intersection -based Intersection Type: Roadway/roadway (not interchange related) Intersection Geometry: Not specified Traffic Control: Stop -controlled Major Road Traffic Volume: Minor Road Traffic Volume: Development Details Date Range of Data Used: Municipality: State: Country: Type of Methodology Used: Before/after using empirical Bayes or full Bayes Other Details Included in Highway Safety Manual? No Date Added to Clearinghouse: Dec -01-2009 Comments: [View the Fdli ST �J , L .c.' -_ This site is funded by the U.S. Department of Transportation Federal Highway Administration and maintained by the University of North Carolina Highway Safety Research Center For more information, contact Karen Scurry at karen.scurry@dot.gov The Information contained in the Crash Modification Factors (CMF) Clearinghouse Is disseminated under the sponsorship of the U.S. Department of Transportation in the Interest of Information exchange. The U.S. Government assumes no liability for the use of the information contained In the CMF Clearinghouse. The information contained in the CMF Clearinghouse does not constitute a standard, specification, or regulation, nor is it a substitute for sound engineering judgment. Page 2 of 2 http://www.cmfclearinghouse.org/detail.cfm?facid=210 8/27/2018 Joseph J. MacPherson, P.E. County Engineer Anoka County TRANSPORTATION DIVISION Highway June 25, 2020 Mr. David Berkowitz Director of Public Works/City Engineer City of Andover 1685 Crosstown Boulevard NW Andover, MN 55304 RE: Highway Safety Improvement Program Funding Roundabout at CR 18 (Crosstown Boulevard) and MSAS 124 (Nightingale Street) Dear Mr. Berkowitz: Anoka County is pleased to express our support and concurrence for the Highway Safety Improvement Program (HSIP) application for the construction of a roundabout and pedestrian facility improvements at the intersection of County Road 18 (Crosstown Boulevard) and MSAS 124 (Nightingale Street) being submitted by the City of Andover. We feel strongly that the proposed project is not only an enhancement to the local and regional transportation system, but also an essential safety project for the well-being of our residents, students, workers, visitors, and travelers through our community. This intersection is located in close proximity to Andover High School, Andover Elementary School, Sunshine Park, and the newly constructed hockey rinks. Safety for the pedestrians accessing these schools and recreational activities is extremely important to our community. The project will provide pedestrian crossings across the adjacent roadways as part of the roundabout, and will also help connect the City park system and schools to the existing trail network. Anoka County appreciates the opportunity to participate in this very exciting program and look forward to the safety benefits associated with the proposed improvements. Sincerely, 9"r00)�w"d.", Joseph MacPherson, P.E. Our Passion Is Your Safe Way Home 1440 Bunker Lake Boulevard N . ♦ Andover, MN 55304-4005 Office. 763-324-3100 • Fax: 763-324-3020 ♦ www. anokacounty.uslhighway Affirmative Action I Equal Opportunity Employer APPENDIX B. 2022 HSIP FUNDING APPLICATION FOR NIGHTINGALE STREET NW AND VETERANS MEMORIAL BOULEVARD NW Y#3 2026 and 2027 Highway Safety Improvement Program Application for Nightingale 'Street NW and Veterans Memorial Boulevard NIW (City Project No. 22-27) City of Andover, MN June 1, 2022 r Federal HSIP INSTRUCTIONS: Complete and return completed application to Lars Impola, MnDOT, Metro District, 1500 West County Road B2, Roseville, Minnesota 55113. (651) 440-4117. Applications must be received by 4:30 pm or postmarked on June 1, 2022. *Be sure to complete and attach the Project Information form. (Form 2) 4 T riau r,;?", I vG E L jNFORMATION M. 0. J. .:S�h'J :i-4 .eP::... I.{n... u:.l -.C.I .n i.e a.x fn. r..A x.�•:I i 1. APPLICANT: City of Andover 2. JURISDICTIONAL AGENCY (IF DIFFERENT): 3. MAILING ADDRESS: 1685 Crosstown Boulevard NW CITY: Andover STATE: MN ZIP CODE: 55304 4. COUNTY: Anoka 5. CONTACT PERSON: TITLE:' Director of Public Works/City PHONE NO. I , Engineer ( 763 ) 767-5133 CONTACT E-MAIL ADDRESS: d.berkowitz@andovermn.gov 6. PROJECT NAME: Nightingale and Veterans Roundabout 7. BRIEF PROJECT DESCRIPTION - Include location, road name, type of Improvement, etc. (A complete description can be submitted separately): Mini -roundabout at the Intersection of Nightingale Street NW/ Memorial Boulevard NW 8. HSIP PROJECT CATEGORY— Check which project grouping In which you wish your project to be scored. ❑✓ Proactive ❑ Reactive 9. Are you applying, or have you applied for funds from other source(s) to fund this project? Yes ❑ No ❑✓ If yes, please identify the source(s): 10. FEDERAL AMOUNT*: $1,035,000 13. MATCH % OF PROJECT TOTAL: 10 11. MATCH AMOUNT: $115,000 14. SOURCE OF MATCH FUNDS: Local 12. PROJECT TOTAL: $ 1,150,000 15. REQUESTED PROGRAM YEAR(S): SEE NOTE BELOW** ❑ 2026 [:]2027 ❑✓ Either year 16. SIGNATU E: . Q C 17. TITLE: Director of Public Works/City Engineer *Would you accept a federalAv� that covers 80% of the total project cost if non-HSIP federal funds were awarded? Yes❑✓ No❑ **NOTE: If funding becomes available in 2023, 2024, or 2025 could this project be advanced to meet this schedule? Yes❑✓ No L] Which years would work? ❑2023 n 202 ❑✓ 2025 PROJECT INFORMATION (Form 2) (To be used to assign State Project Number after project is selected.) Please fill in the following information as it pertains to your proposed project. Items that do not apply to your project, please label N/A. Do not send this form to the State Aid Office. For project solicitation package only. County, City, or Lead Agency City of Andover Functional Class of road Major Collector Road System MSAS (TH, CSAH, MSAS, County Road, Township Road, City Street) Name of road Nightingale St NW (Example: 151 Street, Main Avenue) Zip code where the majority of work is being done Approximate begin construction date (MO/YR) 06/26 Approximate end construction date (MO/YR) 10/26 Location: 55304 From: 350 ft south of Veterans Memorial Blvd To: 300 ft north of Veterans Memorial Blvd (Do not include legal description.) TYPE OF WORK mini -roundabout, curb and gutter, lighting, multi -use path, storm water, grade, agg base, ped ramps (Examples: Grade, Agg Base, Bit Base, Bit Surf, Sidewalk, Curb and Gutter, Storm Sewer, Signals, Lighting, Guardrail, Bike Path, Ped Ramps, Bridge, Park and Ride, etc.) 2026-2027 HSIP Application Project Description Nightingale and Veterans Roundabout in the City of Andover, Anoka County, MN Overview The City of Andover is requesting HSIP funds to reconstruct the four -legged intersection at MSAS 124 (Nightingale St NW) and MSAS 137 (Veterans Memorial Blvd NW) with a roundabout (see Attachment A, Project Location Map and Existing Conditions Photograph and Attachment B, Project Layout). The extent of Nightingale St NW included in the project ranges from approximately 350' south of the intersection to approximately 300' north of the intersection; the extent of Veterans Memorial Blvd NW ranges from approximately 300' west of the intersection to approximately 120' east of the intersection. This results in approximately 0.20 miles of deployment. In anticipation of submitting this application for HSIP funding, the City of Andover has evaluated solutions to address the safety issues at this location. This process led to the recommended project, a mini (compact) roundabout as presented within this application (see Attachment C, Intersection Study Report). Existing Conditions and Intersection Issues Land Uses Land uses within the project area include residential, institutional, and recreational. Just east of the project area, land uses include the new Andover Public Works facility, Andover YMCA, Community Center, City Hall, and Oakview Middle School. Andover High School, Andover Elementary School, outdoor hockey rinks, and Sunshine Park are also located nearby. A large residential neighborhood is located west of the intersection. Please see Attachment D, Project Context. Additionally, there is a City Center Campus Master Plan which has been partially implemented, which will bring more users to the area (see Attachment D for the Plan). Traffic Operations Current traffic volume on Nightingale St NW is 5,900 vehicles per day south of Veterans Memorial Blvd and 4,800 vehicles per day north of Veterans Memorial Blvd. Current traffic volume on Veterans Memorial Blvd NW is 1,800 vehicles per day west of Nightingale St and 800 vehicles per day east of Nightingale St. Both roadways are anticipated to see growth in traffic in the next 20 years, largely due to increases in residential housing to the north and west of the project area, a future roadway connection of Veterans Memorial Blvd to the west, and future development of community and public facilities to the east of the project area. Projected 2042 traffic volumes on Nightingale St NW is 6,900 vehicles per day south of Veterans Memorial Blvd and 5,800 vehicles per day north of Veterans Memorial Blvd. Projected 2042 traffic volumes on Veterans Memorial Blvd NW is 4,000 vehicles per day west of Nightingale St and 3,700 vehicles per day east of Nightingale St. The current speed limit is 55 MPH on Nightingale St NW and 30 mph on Veterans Memorial Blvd NW. This intersection does not experience traffic operational issues today but there have been numerous complaints and close call crashes involving pedestrians. Roadway Design This intersection has a primarily rural street design which is inconsistent with the surrounding urban/suburban land uses that generate both vehicle and pedestrian trips. The east leg of the intersection has an urban street design. A roundabout is currently being planned for construction X mile to the south of this intersection to address congestion and pedestrian connections in that area. Pedestrians Nightingale St NW poses a barrier to pedestrians. Pedestrians attempting to cross this street can face unsafe situations from vehicles travelling at high speeds. Much of the pedestrian traffic is generated by those travelling from nearby residential areas to and from the institutional facilities near Hanson Blvd including the YMCA, Community Center, and Oakview Middle School. There are approximately 60 pedestrians per day that cross Nightingale St at Veterans Memorial Blvd, which has been increasing since the east leg of the intersection was constructed. It is anticipated that the number of pedestrians crossing Nightingale St will increase further with the increased land uses. Currently, a pedestrian has an average delay of 400 seconds per pedestrian to cross Nightingale St in the peak hours. This would be anticipated to reduce to six (6) seconds per pedestrian with a roundabout. Proposed Improvements The proposed project will provide 0.18 miles of strategy deployment. The proposed improvements include constructing a mini/compact roundabout at the intersection of Nightingale St NW and Veterans Memorial Blvd NW. Proposed trail improvements will be ADA accessible. Attachment B shows four pedestrian crossings associated with the roundabout that can be used by pedestrians and bicyclists, with special emphasis on the crosswalk on the south side of the intersection, which connects directly to the existing sidewalk on the south side of Veterans Memorial Blvd to the west and the existing trail on the south side of Veterans Memorial Blvd to the east. The crossings will provide pedestrian connections to and from the residential neighborhoods, schools, parks, community facilities, and other recreational facilities in a lower speed environment. Safety This intersection is a high priority intersection for safety improvements for the City of Andover. All proposed improvements fit well within the Minnesota Highway Strategic Safety Plan list of prioritized strategies for Anoka County, specifically by improving the design and operation of highway intersections by installing the roundabout. The 2020-2024 Minnesota Strategic Highway Safety Plan (SHSP) identifies intersections as a Core Focus Area. The SHSP also indicates that addressing pedestrian crashes as a Strategic Focus Area for improving highway safety. This project matches the tactics as identified below and the highlighted tactics included in Attachment E, SHSP Connection. • Prioritize bicyclists and pedestrians in intersection design. • Provide facilities to accommodate people walking, rolling, and bicycling to limit conflicts with vehicles. • Design intersections to lower crossing conflict points. • Apply alternative intersection designs on a corridor level approach — programmed roundabout to the south. • Improve visibility of vehicles and pedestrians at intersections with lighting and unobstructed sightlines. • Improve signing and pavement markings. • Design for appropriate road capacity to reduce crosswalk length and conflicts. • Install proper signing at crosswalks. • Improve lighting around pedestrian facilities to increase pedestrian visibility. Over a ten-year period from 2012 to 2021, there have been zero (0) crashes at the intersection of Nightingale St NW and Veterans Memorial Blvd NW. There were no fatal ("K") or serious injury ("A") crashes. See Attachment F, Crash Listing from MnCMAT. A Collision Diagram was not developed due to the absence of crashes. Crash Modification Factors (CMFs) 206 and 210, Conversion of stop -controlled intersection into single - lane roundabout - were chosen for this improvement. These CMFs have a four-star quality rating and are applicable for all crash types. These CMFs are applicable for urban areas. The CMFs are 0.12 for injury crashes and 0.28 for all crash types. More information on CMF 206 and CMF 210 are in Attachment G. These CMFs are included as accepted CMFs in the HSIP Program Criteria, Appendix G. The proposed improvements are anticipated to provide a safer environment for vehicle and pedestrian users alike. The improvements are expected to provide lasting safety and operational benefits for both vehicles and pedestrians that will accommodate planned traffic levels. The roundabout will reduce the pedestrian and vehicle conflict points which will minimize the potential for severe injury crashes. Drivers entering the roundabout will yield to just one direction of traffic moving at low speed, thus simplifying movements through the intersection. The roundabout will also provide a calming effect for traffic approaching the pedestrian crossings. Vehicles will be entering and exiting the intersection traveling approximately 20 MPH compared to the 55 MPH posted speed. This application is consistent with FHWXs Safe Transportation for Every Pedestrian (STEP). The plan indicates that FHWA is promoting pedestrian safety countermeasures through the fourth and fifth round of Everyday Counts (EDC -4 and EDC -5). "Crosswalk visibility enhancements such as crosswalk lighting and enhanced signing and marking, help drivers detect pedestrians —particularly at night." and "Pedestrian crossing/refuge islands allow pedestrians a safer place to stop at the midpoint of the roadway before crossing the remaining distance. This is particularly helpful for pedestrians with limited mobility." are two of the major countermeasures that FHWA is promoting. ADA Transition Plan The applicant is a public agency that employs 50 or more people and has an adopted ADA transition plan that covers the public right-of-way/transportation. Date plan adopted by governing body on May 5, 2020. Link to plan: www.andovermn.gov/136/Eneineerine Project Support The project as described within this application is well supported by a wide array of community groups, local agencies, and elected officials. �^^ BOLTON ,1 & MENK -7- aF7 r,_ T -u! a too SCALE IN FEET � � � pA � ~ t°YAA r An If`s F F �. I•�;. d� c VETERANS MEMORIAL BOULEVARD��v L y _ � I I a 1 s M Lu R LW 2W C �C 7 r 2 y + A Sr f m ^^ BOLTON COMPACT ROUNDABOUT r O & MENK '$ CITY OF ANDOVER, ANOKA COUNTY, MN (BOLTON D& MENK Real People. Real Solutions. 12224 NicoLLet Avenue Burnsville, MN 55337-1649 INTERSECTION STUDY REPORT for CP 21-28 at Nightingale Street at Veterans Memorial Boulevard in City of Andover, Anoka County, Minnesota Ph:19521890-0509 Fax: 19521890-8065 Bolton-Menk.com I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. &M 43354 04/20/2021 Bryan T. Ndneth, P.E. License. No. Date QBOLTON & MENK Real People. Real Solutions. 12224 Nicollet Avenue Burnsville, MN 55337-1649 Ph: 19521890-0509 Fax: 19521890-8065 Bolton-Menk.com Introduction The purpose of this report is to determine the appropriate intersection and multimodal traffic control for the intersection of Nightingale Street at Veterans Memorial Boulevard. The study intersection is located in the City of Andover, Anoka County, Minnesota. The intersection is located approximately one half mile from Oak View Middle School, Andover High School, and Andover Elementary School. See Figure 1 below for the intersection location. Figure 1. Project Location Haunladq # , aveYaEd ,.u,.vw Nightingale Street at P Veterans Memorial Boulevard ..m..."� An&W Skate Paikv ,•• Custom Floral De�slgn I� Arbovpr Wgh SchoolQ I Oak Ymw Middle School 0 cham.dWw Peaa HeailhPanl sPwereay urgent care Mdover 39 Md YMCAQ �p1 4`OA� i N vUmted States Postal SeMm Andover Gty Hall '® a.n...ine rat QAndover Elementary School 5 Existing Conditions Nightingale Street is a 1.3 mile segment of roadway that extends North-South from 1611' Avenue to Crosstown Boulevard. The roadway is classified as a Major Collector. The speed is currently 50 mph, after a recent reduction from 55 mph. Veterans Memorial Boulevard is a 1 -mile segment of roadway in which the western % miles is residential. Veterans Memorial Boulevard is classified as a Minor Collector. The eastern''/. mile of Veterans Memorial Boulevard is newly constructed and creates access from Nightingale Street to the City Center Campus. Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: 2 Nightingale Street is a two-lane roadway with a striped median, which transitions to left turn lanes when applicable. At the proposed crossing of Veterans Memorial Boulevard, the roadway is a four -lane section, comprised of a two-lane roadway, a left tum lane, and a right turn lane. At present, Veterans Memorial Boulevard is stop controlled, while Nightingale Street has the right-of-way. In addition to being approximately one half mile from three schools, the intersection is also near Purple Park, Sunshine Park, the YMCA, and the Andover Community Center. There is one marked crosswalk crossing the east leg of the intersection. Figure 2 below depicts an aerial view of the intersection with the newly constructed east leg. Figure 2 depicts existing trails along both sides of Nightingale Street to the south of the intersection. There is also trail along the east side of Nightingale Street north of the intersection. There is sidewalk along the south side of Veterans Memorial Boulevard west of the intersection and trail along the south side of Veterans Memorial Boulevard east of the intersection. There are currently pedestrian ramps on three of the four comers of the intersection. The pedestrian ramps on the east leg of the intersection are for the marked crossing of the east leg. The pedestrian ramp on the southwest corner is in the north -south direction leading pedestrians across Veterans Memorial Boulevard, but there is not a receiving ramp or pedestrian facility in the northwest corner of the intersection. Bdt.8Me M. Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: 3 Data Collection 24 hour turning movement counts were completed at Veterans Memorial Boulevard and Nightingale Street in March 2021 during one weekday of traffic. The AM peak hour was found to be from 7:00 AM to 8:00 AM and the PM peak hour was found to be from 4:00 PM to 5:00 PM. The operational analysis considered the peak hours at the intersection. Traffic counts were taken during the COVID-19 pandemic. As a result, the traffic volumes were lower than a typical weekday. Northbound and southbound traffic volumes were increased 40% based on previous traffic data and historical daily volumes. Eastbound and westbound traffic volumes were increased 10% based on historical daily traffic volumes. Future traffic operations include background growth of the area. Traffic counts are included in Appendix D. Traffic Forecasting Growth rates were calculated for each leg of the intersection using the most recent MnDOT Annual Average Daily Traffic (AADT) volumes and the 2040 Anoka County forecasts. Table 1 details existing AADT and growth rates used to calculate the forecasted AADT. Table 1. Traffic Volume 800 1 6.58% 1 3700 I Veterans Memorial Blvd I West of Nightingale 1 1750 1 0.50% 1 1800 1 3.459/ 1 4000 1 Niehtineale St I South of Veterans Memorial Blvd 1 5600 1 0.80% 1 5900 1 0.90% 1 6900 1 Notes: 1. Growth Rate based on Andover 2018 Comprehensive Plan Projected 2022 and 2042 peak hour turning movements can be found in Appendix D. Warrant Analysis All -way stop control and traffic control signal warrant analyses were completed for the intersection using the 2021 and forecasted traffic volumes. Traffic Control Signal Warrant Analysis Traffic signal warrants have been developed as national guidelines to promote continuity of traffic control devices to ensure that traffic signals are installed at intersections that would benefit from their use. According to the Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD), a traffic control signal should not be installed unless one or more of the warrants can be met, however the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic signal. Furthermore, a traffic control signal should not be installed unless an engineering study indicates that the traffic control Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: 4 signal will improve the overall safety and operation of the intersection. Finally, the signal should not disrupt the progressive flow of traffic. All -Way Stop Control Warrant Analysis All -way stop control can be useful as a safety measure at intersections if safety concerns exist because of high traffic volumes in multiple directions or if there is insufficient sight distance available to see conflicting traffic on an approach to an intersection. The decision to install an all -way stop control should be based on an engineering study. The MnMUTCD identifies the following criteria that should be considered in the engineering study for an all -way stop control installation: Condition A: Where traffic control signals are justified, an all -way stop can be installed as an interim measure. • Condition B: Five or more crashes are reported in a 12 -month period. • Condition C: The volume of either vehicles or a combination of vehicles, pedestrians and bicycles entering the intersection from all approaches for any eight hours of an average day meets the minimum volume requirements set forth in section 2B.7 of the 2018 MnMUTCD. Further guidance and details are provided in the MnMUTCD. A roundabout is considered to be warranted if the intersection meets warrants for either a traffic signal or an all -way stop, but warrants for all -way stop or signal control are not the only consideration and are not required to implement a roundabout at a location. Warrant analysis results are shown for the existing and forecasted volumes in Table 2 below. Table 2. Warrants Met Warrant analysis shows that signal warrants are not met under 2022 and 2042 forecasted volumes. All Way Stop Control warrants are met under 2042 forecasted volumes. Detailed warrant analysis results can be found in Appendix E. Safety Analysis Over the last 10 -year period (2011-2021) there have been no reported crashes at the intersection of Veterans Memorial Boulevard and Nightingale Street. Although historical crash data does not indicate the intersection is operating outside of normal, expected ranges, multiple other factors should be considered at this intersection. Nightingale Street has a speed limit of 50 miles per hour. The recent addition of the east leg Veterans Memorial Boulevard has increased the conflict points of the intersection. Finally, the intersection will be frequently utilized by pedestrians commuting between the residential developments and the three nearby schools, the community center, and parks, in addition to use of the trails for recreation. Baton 6 Monk u Hours Hours Met Warrant Required 2022 Volumes 'I Volumes 1A Eight -Hour Vehicular Volume (Minimum Volume) 8 1 7 1B Eight -Hour Vehicular Volume (Interuption of Traffic) 8 0 2 2 Four -Hour VehicuIatVol ume 4 0 3 3 Peak Hour 1 0 2 AWSC 8 1 12 Warrant analysis shows that signal warrants are not met under 2022 and 2042 forecasted volumes. All Way Stop Control warrants are met under 2042 forecasted volumes. Detailed warrant analysis results can be found in Appendix E. Safety Analysis Over the last 10 -year period (2011-2021) there have been no reported crashes at the intersection of Veterans Memorial Boulevard and Nightingale Street. Although historical crash data does not indicate the intersection is operating outside of normal, expected ranges, multiple other factors should be considered at this intersection. Nightingale Street has a speed limit of 50 miles per hour. The recent addition of the east leg Veterans Memorial Boulevard has increased the conflict points of the intersection. Finally, the intersection will be frequently utilized by pedestrians commuting between the residential developments and the three nearby schools, the community center, and parks, in addition to use of the trails for recreation. Baton 6 Monk u Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: 5 A roundabout may have as many crashes as a traffic signal or all -way stop control (AWSC), however, the types of crashes associated with roundabouts tend to be less severe. The low speeds associated with roundabouts allow drivers more time to react to potential conflicts and the differential speeds within a roundabout are less resulting in fewer severe crashes. The installation of an all -way stop or traffic signal usually involves rear -end type crashes, while the installation of a roundabout usually involves sideswipe crashes, which tend to be less severe and are more likely to be property damage crashes than injury type crashes. The roundabout has fewer conflict points in comparison to a conventional intersection. Pedestrian conflict points are also reduced with a roundabout and pedestrian crossing is now separated into two -stages with the center median. See Figure 3 below for a comparative illustration of conflict points within a signalized/all-way stop controlled intersection and a roundabout. Vehicle -Pedestrian and Vehicle -Vehicle Conflict Points O Ve1klwPe"1101 n cW1W' • VOWWvMMIe Geneen D V.I.e�p�fM+CVM. • r..ew.M.re.ld Signalized/AWSC Single -Lane Roundabout Figures From: Roundabouts: An Informational Guide FH%VA (Pub. No. FHWA-RD-00-067) Figure 3 — Signal/AWSC and Roundabout Conflict Points Alternatives Two alternatives were considered at this location: A Compact Roundabout and a Pedestrian Hybrid Beacon. Each alternative is summarized below. Compact Roundabout: Convert the intersection to a compact roundabout. Pedestrian Hybrid Beacon: Maintain existing geometry and two-way stop control and install pedestrian hybrid beacon across the southern leg of the intersection. Rectangular Rapid Flashing Beacon (RRFB): Install RRFB across southern leg of the intersection. A signalized intersection was not considered as part of this report as the option is not justified for this location due to speeds, the lack of met warrants, and neighborhood context. Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: 6 Operations Analysis An operations analysis was completed for the AM and PM peak hours using the existing and forecasted traffic volumes. The operational analysis results are described as a Level of Service (LOS) ranging from A to F. These letters serve to describe a range of operating conditions for different types of facilities. Levels of Service are calculated based on the Highway Capacity Manual 61 Edition, which bases the level of service on control delay. Control delay is the delay experienced by vehicles slowing down as they are approaching the intersection, the wait time at the intersection, and the time for the vehicle to speed up through the intersection and enter into the traffic stream. The average intersection control delay is a volume weighted average of delay experienced by all motorists entering the intersection on all intersection approaches. Level of service D is commonly taken as an acceptable design year LOS. The level of service and its associated intersection delay for a signalized and unsignalized intersection is presented below. The delay threshold for unsignalized intersections is lower compared to signalized intersections, which accounts for the fact that people expect a higher level of service when at a stop - controlled intersection. Roundabout intersections are evaluated based on which control it is being compared against. For this study, control delay per vehicle for a roundabout was evaluated utilizing unsignalized intersection parameters since the existing intersection is unsignalized. Table 3 details the control delay thresholds for signalized and unsignalized intersections. Table 3. Level of Service Criteria The alternatives were analyzed using VISSIM to determine LOS, average vehicle delays, and other measures of effectiveness. Table 4 and 5 detail the intersection and movement delay and LOS and queueing for the compact roundabout with the 2022 AM and PM peak hour traffic volumes, respectively. Table 4. VISSIM Compact Roundabout Traffic Operations Results — 2022 AM Peak Signalized Unsignalized LOS Control Delay per Vehicle (sec.) Control Delay per Vehicle (sec) A <10 <_10 B >10 and _520 >10 and <_15 C >20 and <35 >15 and <25 D >35 and _<55 >25 and <_35 E d > 55 and <_ 80 >35 and <_ 50 >80 >50 The alternatives were analyzed using VISSIM to determine LOS, average vehicle delays, and other measures of effectiveness. Table 4 and 5 detail the intersection and movement delay and LOS and queueing for the compact roundabout with the 2022 AM and PM peak hour traffic volumes, respectively. Table 4. VISSIM Compact Roundabout Traffic Operations Results — 2022 AM Peak Traffic Dela sec veh Traffic Queuing feet Movement(Del,-LOS) Approach Interseetion Leh Turn Through Right Tum Intersatbn Approach (Delay - LOB) )Delay - LOS( ung L T R Storage Avg Max Avg Lemth Max Storage Avg Max EB 3-A A -A <-A 0-A 25 325 2S 125 25 US Velenns MemMal BIW& yfg 2 A i -A 3-A 3-A 0 25 0 25 0 25 Nighbi ale St TA N0 1-A 3-A 1-A 2-A 25 75 - 25 75 - 25 75 Mini Rcvr& aR SB 2-A 2-A 1-A 2-A 4 1n 25 125 25 125 Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: 7 Table 5. VISSIM Compact Roundabout Traffic O erations Results —2012 PM Peak Based on the 2022 forecasted traffic volumes, the compact roundabout is anticipated to operate at an overall LOS A. All approaches are anticipated to operate with minimal delay. The anticipated average queue during the peak hours of the day is one vehicle on each approach. The maximum queue anticipated for any approach is approximately six vehicles for the northbound approach during the PM peak hour. Table 6 and 7 detail the intersection and movement delay and LOS and queueing for the compact roundabout with the 2042 AM and PM peak hour traffic volumes, respectively. Table 6. VISSIM Compact Roundabout Traffic Operations Results —2042 AM Peak Traffic Dela secveh Traffic D avNec/y.hl I Traffic Queutn feet Traffic Queuing feet (feet) Movement(Delay - LOS) Approach Intersection LBft Turn Approach Through Interstttlo. Right Tum Left Turn Intersection Approaoh (Delay - LOS) lDelay - LOS) Intersection Approach Link Approach (Delay - LOS) (Delay -l05) (..hrr LOS) (Delry-LOS) L T R Storage An Max Av{ Max StorageAvg L I T I R Eg 2 A 2-A Storage 25 JS Wealth Avg Avg Avg Max Veterans Menvial 8lvtl& Ell Y. 4.A 6-A S-A 5-A 25NlgM1gigale F8 A -A 25 M n St NW 2-ALength Ng 2A 2-A I -A 2-A 25 LSo i MBt75 Mint Roundabou 13-3 SO 2 A 2-A 2-A 2-A 25 100 eSt S[NW 4-AM2rV 2-A 3-A 2-A1La Based on the 2022 forecasted traffic volumes, the compact roundabout is anticipated to operate at an overall LOS A. All approaches are anticipated to operate with minimal delay. The anticipated average queue during the peak hours of the day is one vehicle on each approach. The maximum queue anticipated for any approach is approximately six vehicles for the northbound approach during the PM peak hour. Table 6 and 7 detail the intersection and movement delay and LOS and queueing for the compact roundabout with the 2042 AM and PM peak hour traffic volumes, respectively. Table 6. VISSIM Compact Roundabout Traffic Operations Results —2042 AM Peak Table 7. VISSIM Compact Roundabout Traffic Operations Results —2042 PM Peak Traffic D avNec/y.hl Traffic Queuing feet (feet) Movement(Delay - LOS) Approach Intersection Interstttlo. Left Turn Left Turn Through Right Tum Intersection Approach Intemectbn Approach (Delay - LOS) (Delay -l05) (..hrr LOS) (Delry-LOS) Onk L I T I R L Storage Avg Max Wealth Avg Avg Avg Max Avg Ell 8 A 8-A 7 A 8-A F8 A -A 25 M n 25 225 Ve[ennz Me Blvtl& 25 125 i A -A 3-NlghtlrRale M 13-3 12-g 16 C 15-C tMaxStorage 25 eSt S[NW 4-AM2rV NO 2-A 2-A 3-A 2-A1La Nighc,.Ie St NW 6-A NO - 25 4-A 3-A E 300 RounGaboul 275 SO 3-A 3-A 2 A 3-A 275 2S 125 25 5-A 25 1]5 25 Table 7. VISSIM Compact Roundabout Traffic Operations Results —2042 PM Peak Based on the 2042 forecasted traffic volumes, the compact roundabout is anticipated to operate at an overall LOS A. All approaches are anticipated to operate with minimal delay. The anticipated average queue during the peak hours of the day is one vehicle on each approach. The maximum queue anticipated for any approach is approximately 12 vehicles for the westbound approach during the PM peak hour. Pedestrian Hybrid Beacon Analysis The MnMUTCD provides standards and guidance on when to consider a pedestrian hybrid beacon or High-intensity Activated WalK (HAWK) based on pedestrian volumes, vehicle volumes and the crossing distance. Figure 4 shows figure 4F-2 from the MnMUTCD- a guideline for the installation of Pedestrian Hybrid Beacons on high-speed roadways. action & Traffic Dela secveh Traffic Queuinx (feet) Movement LOS) Approach Interstttlo. Left Turn Through Rlght Tum Intemectbn Approach (..hrr LOS) (Delry-LOS) Onk L T R Storage Avg Max n h Avg Max Storage Avg Max F8 A -A 3-A 3-A a -A M IIS 25 125 25 IIS Veterans Memorial Rivtl& M 13-3 12-g 16 C 15-C 25 300 n 300 25 300 Nighc,.Ie St NW 6-A NO a -A 4-A 3-A 4-A 25 275 25 275 25 275 Mini RWnGbbaul so 5-A 5-A 5-A 5-A 25 125 2s 125 2s 125 Based on the 2042 forecasted traffic volumes, the compact roundabout is anticipated to operate at an overall LOS A. All approaches are anticipated to operate with minimal delay. The anticipated average queue during the peak hours of the day is one vehicle on each approach. The maximum queue anticipated for any approach is approximately 12 vehicles for the westbound approach during the PM peak hour. Pedestrian Hybrid Beacon Analysis The MnMUTCD provides standards and guidance on when to consider a pedestrian hybrid beacon or High-intensity Activated WalK (HAWK) based on pedestrian volumes, vehicle volumes and the crossing distance. Figure 4 shows figure 4F-2 from the MnMUTCD- a guideline for the installation of Pedestrian Hybrid Beacons on high-speed roadways. action & Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: 8 Total of all Pedestrians Crossing the Major Street - Pedestrians per Hour (pph) Speeds of mora than 35 mph 20' 250 500 750 1000 1250 1500 1750 2000 Major Street - Total of both Approaches - Vehicles per Hour (pph) Note: 20 pph applies as the ower threshold volume Figure 4. MnMUTCD Guideline for the Installation of Pedestrian Hybrid Beacons on High -Speed Roadways The MnMUTCD states that the need for a hybrid beacon may be met if the number of pedestrians per hour (pph) and total vehicles per hour exceed the curve for the crosswalk length, shown in red. Figure 4 indicates that there should be at least 20 pedestrians crossing Nightingale Street during one hour based on a crossing length of 65 feet and with a minimum of 625 vehicles on the major street during the same period. A maximum of 15 pedestrians were recorded crossing Nightingale Street in one hour. Major Street traffic volume in 2022 is forecasted to be within the range of 490 - 575 vehicles in that same hour. The pedestrian and street volumes do not meet the required threshold during any hour of the day. Additionally, there are no current recorded safety issues. A Pedestrian Hybrid Beacon is not justified at this location. Pedestrian Hybrid Beacon layout can be found in Appendix C. Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: 9 Rectangular Rapid Flashing Beacon (RRFB) Analysis Guidelines in the Highway Capacity Manual (HCM) and Mri Traffic Engineering Manual were used to evaluate the proposed crossing treatment options. MnDOT Trac Engineering Manual The table below from the MnDOT Traffic Engineering Manual recommends Pedestrian Facility Treatments based on the roadway configuration and average daily traffic (ADT). Table 13-1 Pedestrian Facility Treatments Treatment Descriptions: A Consider marked [....walk and sgns Guidance Consider installing marked crosswalk with advance warning signs (W11-2); use Sh1 signs for school crossings. Consider In roadway (11I-6) or overhead tR1-9x1 Nit gh1 signs. B. Consider marked crosswalk with enhanced sign (R3 -6a or li A' 0l and/or geometrk Imgwemenb Guidance: Comider installing treatment options from Type A treatments. Auld curb extensions on median refuge islands C. Consider marked crosswalk with signs, geometric Improvements, and pedestrian activated warning devi Guidance: Consider installing a raised median refuge Island if one is not present Consider installing marked crosswalk and appropriate crossing signs along with a pedestrian activated D. Do not Install marked crosswalk. a Guidance: Consider pedestrian hybrid beacon, pedestrian traffic signal, or grape separated crossing. SDecffk Notes: 1. Advanced stop lines and signing (RI -Sb be c) should be used whenever possible If a multiple threat crash issue Is present. Overhead signing, RRFBs or other overhead treatments Should be used to mitigate multiple threat crash risks. 2. Do not install a marked crosswalk where there are 3 or more through lanes per direction. Consider a pedestrian hybrid beacon, pedestrian traffic signal, or grade separated crossing. 3. Traffic calming measures should nd considered to reduce speed. 4. If a median cannot be or is mol currently installed go to Treatment Type D. S. Minimum acceptable median width to provide a refuge Is 6 feet. General Notes: 1. Adding crosswalks alone will not make cressings safer, result in more vehicles stopping for pedestrian, nor will they necessarily create a false sense of security. 2. Crosswalks have not been proven to create a false sense of security - research shows that pedestrian can the road more at marked crosswalks. 3. Whether a crosswalk is marked or not, additional crossing enhancements should be considered. See the "Additional Treatment Considerations" section. 4. See MUTCD Section 38.18 for additional guidance on using this table. 5. laws are total cross section. The AADT on this section of Nightingale Road is 5,600. The roadway configuration is four lanes (two lane roadway plus a left and right tum lane) without a raised median. The design speed is 50 mph. This results in criteria D which recommends not installing marked crosswalks, and rather to consider a pedestrian hybrid beacon, pedestrian traffic signal, or a grade separated crossing if justification for can be met. The construction of a compact roundabout would change the roadway configuration to two lanes with a raised median. The design speed at the pedestrian crossing would be reduced to 15 mph. This would result in criteria A which recommends a marked crosswalk and signs. action g Mend, is an Whkle ADT 59000 VeNde MT>9000.12,00e Vehlde ADT> 52,000.15,000 Vehick ADT> 15,000 RoadwaY[onflguntbnts 530 mph 35 mph AO mDh 205 mph 530 mph 35 mph bmph 245 mph 530 mph 35 mph 40 rrph 245 mph s30 mph 35 mph adman 245 mph 2 lanes (with or without a raised I I media.1 A A B D A A B D A A C 0 A B C D 3 Woes with ralsed median A A C D A B C D A C C D B C C D 3lanes without raised median A B C D A B C D B 8 C 0 B C C D Multilane (4 or more laws) with raised module' A A C D A B C D A 8 C D C C C D Multilane 14 or more lanes) 1 without raised median' A C C D B 1 C [ I D I C I [ I [ I D I C I C I C I D Treatment Descriptions: A Consider marked [....walk and sgns Guidance Consider installing marked crosswalk with advance warning signs (W11-2); use Sh1 signs for school crossings. Consider In roadway (11I-6) or overhead tR1-9x1 Nit gh1 signs. B. Consider marked crosswalk with enhanced sign (R3 -6a or li A' 0l and/or geometrk Imgwemenb Guidance: Comider installing treatment options from Type A treatments. Auld curb extensions on median refuge islands C. Consider marked crosswalk with signs, geometric Improvements, and pedestrian activated warning devi Guidance: Consider installing a raised median refuge Island if one is not present Consider installing marked crosswalk and appropriate crossing signs along with a pedestrian activated D. Do not Install marked crosswalk. a Guidance: Consider pedestrian hybrid beacon, pedestrian traffic signal, or grape separated crossing. SDecffk Notes: 1. Advanced stop lines and signing (RI -Sb be c) should be used whenever possible If a multiple threat crash issue Is present. Overhead signing, RRFBs or other overhead treatments Should be used to mitigate multiple threat crash risks. 2. Do not install a marked crosswalk where there are 3 or more through lanes per direction. Consider a pedestrian hybrid beacon, pedestrian traffic signal, or grade separated crossing. 3. Traffic calming measures should nd considered to reduce speed. 4. If a median cannot be or is mol currently installed go to Treatment Type D. S. Minimum acceptable median width to provide a refuge Is 6 feet. General Notes: 1. Adding crosswalks alone will not make cressings safer, result in more vehicles stopping for pedestrian, nor will they necessarily create a false sense of security. 2. Crosswalks have not been proven to create a false sense of security - research shows that pedestrian can the road more at marked crosswalks. 3. Whether a crosswalk is marked or not, additional crossing enhancements should be considered. See the "Additional Treatment Considerations" section. 4. See MUTCD Section 38.18 for additional guidance on using this table. 5. laws are total cross section. The AADT on this section of Nightingale Road is 5,600. The roadway configuration is four lanes (two lane roadway plus a left and right tum lane) without a raised median. The design speed is 50 mph. This results in criteria D which recommends not installing marked crosswalks, and rather to consider a pedestrian hybrid beacon, pedestrian traffic signal, or a grade separated crossing if justification for can be met. The construction of a compact roundabout would change the roadway configuration to two lanes with a raised median. The design speed at the pedestrian crossing would be reduced to 15 mph. This would result in criteria A which recommends a marked crosswalk and signs. action g Mend, is an Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: 10 Highway Capacity Manual Pedestrian Level of Service (LOS) was calculated according to the methodology presented in the 61 edition of the Highway Capacity Manual (HCM). The HCM defines the LOS levels as shown in Table 8. Table 8. Pedestrian Level of Service Criteria LOS Control Delay (sec/ped) Comments A 0-5 Usually no conflicting traffic B 5-10 Occasionally some delay due to conflicting traffic C 10-20 Delay noticeable to pedestrians, but not inconveniencing D 20-30 Delay noticeable/irritating, increased chance of risk-taking E 30-45 Delay approaches tolerance level, risk-taking likely F >45 Delay exceeds tolerance level, high chance of risk-taking The pedestrian LOS, average delay, and average yield rate associated with each scenario analyzed are listed in Table 9 for the proposed crossing of the Nightingale StIVeterans Memorial Blvd intersection. The National Cooperative Highway Research Program (NCHRP) Report 572 indicates that the expected yield rate of vehicles at a roundabout is 83%. The 83% yield rate is the average driver yield rate for the overall crossing of a roundabout. The yield rate varies depending on if the pedestrian is crossing the entering or exiting side of the roundabout and which direction they are coming from. The yield rates are summarized in Figure 5. The average yield rate for a rectangular rapid -flash beacon is from the Highway Capacity Manual (6' Edition). Figure 5. Driver Yield Rates at a Roundabout Pedestrian Crossing Right :\\ //� Pedestrian Crossing Leh: 71% of Drivers Yield ll 1 85% of Drivers Yield Pedestrian Crossing Left .}� I I I I Ohl Pedestrian Crossing Right: 85% of Drivers Yeld r � I hof Drivers Yield Name: Nightingale Street & Veterans Memorial Boulevard Intersection Study Date: April 21, 2021 Page: I 1 Level of Service Existing 1 0% Table 9 shows the delay of the existing crossing exceeds the tolerance level and creates a high chance of risk taking among pedestrians crossing the intersection. The roundabout and roundabout with RRFB system are anticipated to operate with occasional delay due to conflicting traffic. Pedestrian LOS analysis can be found in Appendix F. Cost Analysis The total estimated cost including construction cost and engineering costs were determined for the traffic control options. Engineering costs are estimated at 20% of the construction cost. The total cost for a roundabout is estimated to be $610,000 - $830,000. The roundabout cost estimate range is dependent on how much of the existing roadway can be maintained and the length of splitter island determined in final design. The total cost for a typical pedestrian hybrid beacon was estimated to be $180,000 - $240,000. The total cost for a roundabout with RRFB system is estimated to be $635,000 - $865,000. Cost estimate details can be found in Appendix B. Recommendations Based on the analysis within this report, a Compact Roundabout is recommended at the intersection of Nightingale Street and Veterans Memorial Boulevard. All way stop control warrants are forecasted to be met by the year 2042, justifying the need for enhanced traffic control to manage traffic conflicts. Operational analysis of a compact roundabout shows a roundabout treatment would be anticipated to maintain acceptable traffic operations with area traffic growth as well as provide significant safety benefits. Pedestrian safety is better accommodated by creating two-stage crossings and decreasing the crossing distances on each leg of the intersection. The compact roundabout design on its own is anticipated to provide pedestrians with a safe crossing, but a RRFB system at the south leg crossing could be implemented to highlight the pedestrian crossing area to motorists. Compact Roundabout layout can be found in Appendix A. "Wn 8 Mam, % AM Roundabout 83% PM 5.7 B AM 55.8 B Roundabout W/ RRFB 84% PM .7 B Table 9 shows the delay of the existing crossing exceeds the tolerance level and creates a high chance of risk taking among pedestrians crossing the intersection. The roundabout and roundabout with RRFB system are anticipated to operate with occasional delay due to conflicting traffic. Pedestrian LOS analysis can be found in Appendix F. Cost Analysis The total estimated cost including construction cost and engineering costs were determined for the traffic control options. Engineering costs are estimated at 20% of the construction cost. The total cost for a roundabout is estimated to be $610,000 - $830,000. The roundabout cost estimate range is dependent on how much of the existing roadway can be maintained and the length of splitter island determined in final design. The total cost for a typical pedestrian hybrid beacon was estimated to be $180,000 - $240,000. The total cost for a roundabout with RRFB system is estimated to be $635,000 - $865,000. Cost estimate details can be found in Appendix B. Recommendations Based on the analysis within this report, a Compact Roundabout is recommended at the intersection of Nightingale Street and Veterans Memorial Boulevard. All way stop control warrants are forecasted to be met by the year 2042, justifying the need for enhanced traffic control to manage traffic conflicts. Operational analysis of a compact roundabout shows a roundabout treatment would be anticipated to maintain acceptable traffic operations with area traffic growth as well as provide significant safety benefits. Pedestrian safety is better accommodated by creating two-stage crossings and decreasing the crossing distances on each leg of the intersection. The compact roundabout design on its own is anticipated to provide pedestrians with a safe crossing, but a RRFB system at the south leg crossing could be implemented to highlight the pedestrian crossing area to motorists. Compact Roundabout layout can be found in Appendix A. "Wn 8 Mam, % Appendix A Compact Roundabout Layout 8olmn B We k iz.n 1 r' 1y r. 100 SCALE IN FEET I 1 � 1 x. m f a _ • VETERANS MEMORIAL BOULEVARD a WFI P 1(� d _ � 1 o _ ' m Y ' IIIII c 'P. i' ko th �~ r Lu. 1 Z W lz ,et-rl .r.-;i 1F��' 1��• ��, ni'r `J �' jp Z MOBOLTON COMPACT ROUNDABOUT & M E N K CITY OF ANDOVER, ANOKA COUNTY, MN Appendix B Cost Estimate SW On 6 Me"k 6 a' Preliminary Design Opinion of Probable Cost - Low Estimate Nightingale Street and Veterans Memorial Boulevard City of Andover 4/20/2021 H:IANDIAOR112391412_Preliminary'A CelculatlonsTrelim Cost Estimate Low Alt Eng Costalsz BOLTON & MENK Real People Real solutions. Item Unit Total City Unit Price Total Cost MAJOR ROADWAY AND TRAIL REMOVE BITUMINOUS PAVEMENT SY 4,100 $ 4.00 $ 16,000 EXCAVATION -COMMON CY 2,500 $ 15.00 $ 38,000 COMMON EMBANKMENT (CV) CY 200 $ 9.00 $ 2,000 AGGREGATE BASE (CV) CLASS 5 (Roadway) CY 800 $ 29.00 $ 23,000 AGGREGATE BASE (CV) CLASS 5 (Trail) CY 100 $ 29.00 $ 3,000 TYPE SP BITUMINOUS MIX (Roadway) TON 700 $ 60.00 $ 42,000 TYPE SP BITUMINOUS MIX (Trail/Driveway) TON 300 $ 60.00 $ 18,000 8" CONCRETE WALK (Median) SF 4,800 $ 10.00 $ 48,000 6" CONCRETE WALK (Ped Ramps) SF 3,000 $ 8.00 $ 24,000 CURB AND GUTTER LIN FT 3,000 $ 19.00 $ 57,000 Subtotal $ 271,000 OTHER ROADWAY ITEMS DRAINAGE LS 1 $ 50,000 $ 50,000 LIGHTING LS 1 $ 71,500 $ 71,500 Subtotal $ 122,000 PRECENTAGEITEMS MOBILIZATION 5% of all $ 20,000 MISC REMOVALS (CURB, SIGNS, TREES, ETC.) 2.0% of all $ 8,000 SIGNING & PAVEMENT MARKINGS 5.0% of all $ 20,000 TURF ESTABLISHMENT AND EROSION CONTROL 3% of all $ 12,000 TRAFFIC CONTROL 5% of all $ 20,000 CONTINGENCY FOR MISSING ITEMS 10% of all $39,000 Subtotal 11 $ 119,000 i===F Construction Cost (2020 Dollars) $ 510,000 Anticipated Right -of -Way Cost (2020 Dollars) $ - Engineering Cost (2020 Dollars) $ 100,000 Total Cost (2020 Dollars) $ 610,000 H:IANDIAOR112391412_Preliminary'A CelculatlonsTrelim Cost Estimate Low Alt Eng Costalsz BOLTON & MENK Real People Real solutions. Preliminary Design Opinion of Probable Cost - High Estimate Nightingale Street and Veterans Memorial Boulevard City of Andover 4/20/2021 HANCAOR1123914�Z_PreliminaryA-CalwiabonsNmilm Cost Estimate High Alt Eng Cost.Asz ©BOLTON & MENK Real People. Real Solutions. Item Unit Total City Unit Price Total Cost F MAJOR ROADWAY AND TRAIL REMOVE BITUMINOUS PAVEMENT SY 5,700 $ 4.00 $ 23,000 EXCAVATION -COMMON CY 1,200 $ 15.00 $ 18,000 COMMON EMBANKMENT (CV) CY 200 $ 9.00 $ 2,000 AGGREGATE BASE (CV) CLASS 5 (Roadway) CY 500 $ 29.00 $ 15,000 AGGREGATE BASE (CV) CLASS 5 (Trail) CY 100 $ 29.00 $ 3,000 SELECT GRANULAR (CV) CY 2,800 $ 15.00 $ 42,000 TYPE SP BITUMINOUS MIX (Roadway) TON 1,500 $ 60.00 $ 90,000 TYPE SP BITUMINOUS MIX (Trail/Driveway) TON 300 $ 60.00 $ 18,000 8" CONCRETE WALK (Median) SF 9,200 $ 10.00 $ 92,000 6" CONCRETE WALK (Ped Ramps) SF 1,000 $ 8.00 $ 8,000 CURB AND GUTTER LIN FT 4,100 $ 19.00 $ 78,000 Subtotal $ 389,000 OTHER ROADWAY ITEMS DRAINAGE LS 1 $ 50,000 $ 50,000 LIGHTING LS 1 $ 71,500 $ 71,500 Subtotal $ 122,000 PRECENTAGEITEMS MOBILIZATION 5% of all $ 26,000 MISC REMOVALS (CURB, SIGNS, TREES, ETC.) 2.0% of all $ 10,000 SIGNING & PAVEMENT MARKINGS 5.0% of all $ 26,000 TURF ESTABLISHMENT AND EROSION CONTROL 3% of all $ 15,000 TRAFFIC CONTROL 5% of all $ 26,000 CONTINGENCY FOR MISSING ITEMS 15% of all $ 77,000 Subtotal 1 $ 180,000 Construction Cost (2020 Dollars) $ 690,000 Anticipated Right -of -Way Cost (2020 Dollars) $ - Engineering Cost (2020 Dollars) $ 140,000 Total Cost (2020 Dollars) $ 830,000 HANCAOR1123914�Z_PreliminaryA-CalwiabonsNmilm Cost Estimate High Alt Eng Cost.Asz ©BOLTON & MENK Real People. Real Solutions. Appendix C Pedestrian Hybrid Beacon Layout Ballon 6 M.O., -. E 0 f —yrs E �' y 50 .i i it _ 1 •'t' i dF=.i. SCALE IN FEET - s �•� 1`�. - ti VETERANS MEMORIAL �. BOULEVARD JL Y,a— 4. w w �'. Z Z OM BOLTON PEDESTRIAN HYBRID BEACON & M E N K CITY OF ANDOVER, ANOKA COUNTY, MN Appendix D Traffic Count Data & Forecasting lb � Nightingale St & Veterans Memorial Blvd 2022 Turning Movement Counts ©BOLTON v� City or Andover, Minnesota March 2021 &MEN K Peal Pwpk Neal S4luhmlt Nightingale St & Veterans Memorial Blvd 2042 Tuming Movement Counts BOLTON 1�bVE& MENK - City or Andover, Minnesota March 2021 Real PoopN. Real 5.1.0o1 Nightingale St & Veterans Memorial Blvd Existing Pedestrian Volumes© BOLTON T NDOVE City of Andover, MinneMarch 2021 &MEN K soU Real Pmpl, Reals d..', Nightingale St at Veterans Memorial Blvd Andover, MN J9I[m and 4Mwk, 31111114C, 12224 Nicollet Ave Burnsville, MN 55337 File Name : Nightingale -St -NW -Veterans -Memorial -Blvd -NW -03-03-21-0000-2400 Site Code : 01 Start Date : 3/3/2021 Page No :1 02:00AM 0 0 Nightingale Street 0 0 02:15 AM Veterans Memorial Boulevard 1 0 0 0 Nightingale Street 0 0 0 Veterans Memorial Boulevard 02:45 AM 0 1 0 0 0 From North 0 2 0 From East 03:00 AM 0 1 0 From South 03:15 AM 0 0 0 From West 03:30 AM 0 2 Start Time Right Thru Left I UTm Peds Aw.Toial Right Thru Left UTm Peds Am. TMi Right I Thru I Left I UTm Peds AI.Toul Right I Thru Left UTm Peds App. Tom Int. Total 12:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 2 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 1 0 0 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 5 01:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 2 01:15 AM o 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 2 0 0 0 0 2 4 01:30 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 3 0 0 0 3 0 0 0 0 0 0 1 0 3 0 0 0 3 1 2 0 0 0 0 2 1 8 02:00AM 0 0 0 0 0 02:15 AM 0 1 0 0 0 02:30 AM 0 0 0 0 0 02:45 AM 0 1 0 0 0 Total 0 2 0 0 0 03:00 AM 0 1 0 0 0 03:15 AM 0 0 0 0 0 03:30 AM 0 2 0 0 0 03:45 AM 0 0 0 0 0 Total 0 3 0 0 0 04:00 AM 0 0 0 0 0 04:15AM 0 1 0 0 0 04:30 AM 0 1 0 0 0 04:45 AM 0 6 1 0 0 Total 0 8 1 0 0 05:00 AM 0 7 0 0 0 05:15 AM 0 8 1 0 0 05:30 AM 2 6 1 0 0 05:45 AM 0 9 2 0 0 Total 2 32 4 0 0 06:00 AM 0 10 1 0 0 08:15 AM 0 18 1 0 0 06:30 AM 0 21 2 0 0 06:45 AM 1 26 2 0 0 Total 1 75 6 0 0 07:00 AM 3 52 1 0 0 07:15 AM 1 71 1 0 0 07:30 AM 1 59 2 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 0 0 0 0 70 9 11 11 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 38 1 0 0 0 1 11 0 2 0 0 1 19 0 0 0 0 0 23 0 0 0 0 0 29 3 1 0 0 0 82 3 3 0 0 1 56 1 0 0 0 0 73 2 0 0 0 0 82 1 0 0 0 2 0 00 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 1 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 04 0 0 0 2 0 0 1 0 0 0 0 2 1 0 0 3 0 5 0 0 0 0 0 4 1 0 1 0 0 6 1 0 0 4 0 9 0 0 0 71 0 24 2 0 1 1 0 13 0 0 1 2 0 15 5 0 1 3 0 29 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 0 00 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 3 2 0 0 0 0 4 5 1 1 0 0 1 4 0 0 0 0 3 2 0 0 0 0 5 6 0 1 0 0 6 12 0 0 0 0 7 14 0 3 0 0 9 16 1 2 0 0 271 48 1 6 0 0 14 21 0 0 0 0 21 33 2 2 0 0 38 18 1 1 0 0 i210 0 0 2 0 4 0 3 0 1 0 3 44 0 7 2 7 4 11 10 23 71 16 4 16 2 16 6 18 18 68 71 26 12 37 17 47 19 61 55 171 2192 37 133 20 123 Nightingale St at Veterans Memorial Blvd Andover, MN 08:00AM 0 30 1 0 0 08:15 AM 2 16 3 0 3 08:30 AM 1 17 0 0 0 08:45 AM 3 17 1 0 0 Total 6 s0 5 0 3 09:00 AM 2 21 0 0 0 09:15 AM 0 25 2 0 0 09:30 AM 0 15 1 0 1 09:45 AM 0 15 4 0 0 Total 2 76 7 0 1 10 00A 2 11 0 0 0 10:15 AM 0 17 2 0 0 10:30 AM 2 14 1 0 0 1045 AM 1 13 0 0 0 Total 5 55 3 0-0 11,001 1 32 2 0 0 11:15AM 1 17 0 0 0 11:30 AM 0 12 0 0 1 11:45 AM 0 10 0 0 0 Total 2 71 2 0 1 12:00 PM 1 19 2 0 0 12:15 PM 1 11 1 0 0 12:30 PM 2 16 1 0 0 01:00 PM 0 11 0 0 0 01:15 PM 3 14 0 0 0 01:30 PM 2 21 3 0 0 01:45 PM 0 19 3 0 0 Total 1 5 65 6 0 0 02:00 PM 1 0 28 0 0 0 02:15 PM 1 23 6 1 0 02:30 PM 2 20 5 0 1 2dtian and Afw&, 9nc, 12224 Nicollet Ave Burnsville, MN 55337 File Name : Nightingale -St -NW -Veterans -Memorial -Blvd -NW -03-03-21-0000-2400 Site Code : 01 Start Date : 3/3/2021 Page No : 2 Veterans Memorial Boulevard 311 1 0 0 0 1 24 0 3 0 0 0 18 2 2 2 0 3 21 2 0 2 0 0 941 5 5 4 0 4 23 0 1 0 0 0 27 4 1 1 0 0 17 1 0 0 0 0 19 0 2 0 0 0 88 5 4 1 0 0 13 2 00 5 0 1 19 4 1 1 0 0 17 2 1 0 0 0 14 3 0 0 0 0 63 1 11 2 1 0 1 35 1 1 00 1 18 4 1 0 0 3 13 1 0 1 0 0 10 2 1 0 0 3 761 8 3 1 0 7 22 3 0 1 0 1 13 0 1 0 0 1 19 1 0 0 0 2 19 1 2 0 0 0 73 5 3 1 0 4 11 0 1 1 0 4 17 1 0 0 a4 26 1 2 0 0 1 22 2 0 0 0 1 761 4 3 1 0 10 28 2 0 0 00 31 1 0 1 0 1 28 1 0 0 0 7 Street 2 1 21 7 0 1 3 1 13 1 0 0 9 1 7 6 0 2 4 0 8 5 0 1 181 3 49 19 0 4 1 7 8 B 0 1 6 1 23 7 0 0 1 0 10 4 0 0 2 0 19 5 0 0 10 2 60 22 0 1 3 0 13 5 0 0 6 1 10 4 0 0 3 0 12 6 0 0 3 0 8 7 0 1 151 1 43 22 0 1 3 1 14 4 0 1 8 2 19 2 0 0 2 0 13 6 0 0 6 0 13 12 0 2 19 3 59 24 0 3 5 1 12 8 0 1 2 1 17 9 0 0 3 0 12 9 0 5 Veterans Memorial Boulevard 30 18 3 1 0 1 15 7 1 1 0 1 16 7 1 3 0 0 14 8 0 1 20 75140 6 5 6 0 2 1810 7 1 0 0 0 31 14 1 2 0 0 14 10 0 0 0 0 24 12 0 0 0 0 85146 0 2 2 0 0 18 3 0 1 0 0 15 10 0 0 0 0 18 5 1 1 0 0 18 4 1 0 0 0 67122 1 2 2 0 0 20 7 1 10 0 23 9 0 1 0 0 19 4 0 1 0 1 27 4 0 1 0 0 89 1 24 1 4 0 1 22 10 0 2 0 0 27 7 0 1 0 0 26 9 1 3 0 0 23 1 86 101 52 11 54 9 48 53 240 17 1 51 17 81 10 42 12 57 50 231 4 38 10 50 7 45 91 67 �30 59 40 48 214 1281 8 50 13 61 6 0 22 7 0 1 30 7 0 0 0 0 7 54 5 0 21 6 0 4 31 6 0 0 0 1 7 60 4 0 29 7 0 0 36 7 0 2 0 0 9 75 3 0 14 6 0 1 21 8 0 4 0 0 12 58 18 0 86 26 0 6 118 1 28 0 6 0 1 35 1 247 2 1 11 8 0 0 20 13 0 2 1 018 66 3 3 39 8 0 0 50 4 3 1 0 0 8 92 8 6 41 25 0 2 73 10 1 2 0 1 14 123 Nightingale St at Veterans Memorial Blvd Andover, MN 29otton and Afenk, 9nc. 12224 Nicollet Ave Burnsville, MN 55337 File Name : Nightingale -St -NW -Veterans -Memorial -Blvd -NW -03-03-21-0000-2400 Site Code : 01 Start Date : 3/3/2021 Page No :3 04:00PM 3 26 Nightingale Street 0 0 04:15 PM Veterans Memorial Boulevard 32 3 0 0 Nightingale Street 2 26 1 Veterans Memorial Boulevard 04:45 PM 4 20 2 0 4 From North 10 104 7 From East 05:00 PM 1 23 1 From South 05:15 PM 1 22 6 From West 05:30 PM 2 24 Start Time Right Thm Left UTm Peds App.TWi Right Thru Left UTm Peds App. Tow Ri ht Thru Left UTm Peds App.TMal Ri ht Thm Lefl UTm Peds App Taw int Tow 03:00 PM 2 20 4 0 0 26 1 3 2 0 0 6 1 24 16 0 2 43 11 0 2 0 1 14 89 03:15 PM 2 23 3 0 0 28 2 3 0 0 2 7 1 30 15 0 2 48 9 1 3 0 0 13 96 03:30 PM 4 24 2 0 0 30 6 0 1 0 3 10 1 42 14 0 5 62 4 0 1 0 0 5 107 03:45 PM 4 31 5 0 0 40 6 0 0 0 0 6 1 36 12 0 0 49 14 2 4 0 0 20 115 Total 12 98 14 0 0 124 15 6 3 0 5 29 4 132 57 0 9 202 38 3 10 0 1 52 407 04:00PM 3 26 1 0 0 04:15 PM 1 32 3 0 0 04:30 PM 2 26 1 0 0 04:45 PM 4 20 2 0 4 Total 10 104 7 0 4 05:00 PM 1 23 1 0 0 05:15 PM 1 22 6 0 0 05:30 PM 2 24 3 0 0 05:45 PM 4 24 12 0 0 Total 8 93 22 0 0 06:00 PM 3 26 1 0 0 06:15 PM 1 26 2 0 0 06:30 PM 2 14 3 0 0 06:45 PM 1 13 16 0 0 Total 7 79 22 0 0 07:00 PM 2 13 3 0 0 07:15 PM 2 16 3 0 0 07:30 PM 4 17 0 0 0 07.45 PM 1 20 14 0 0 Tow 9 66 20 0 0 08:00 PM 2 10 5 0 0 08:15 PM 2 6 0 0 0 08:30 PM 1 10 5 0 0 08:45 PM 4 5 5 0 0 Tow 9 31 15 0 0 09:00 PM 3 12 9 0 0 09:15 PM 1 11 2 0 0 09:30 PM 0 5 2 0 0 09:45 PM 1 6 2 0 0 Tow 5 34 15 o o 10:00 PM 2 8 1 0 0 10:15 PM 2 1 1 0 0 10:30 PM 0 4 0 0 0 307 36 29 30 0 2 11 0 1 5 3 0 1 0 1 0 3 0 2 0 6 0 4 25 20 9 2 0 15 25 1 1 2 0 1 29 0 0 0 0 0 29 4 3 0 0 3 40 13 3 0 0 2 23118 19 7 2 0 6 30 4 4 1 0 5 29 4 3 0 0 2 19 3 3 1 0 2 18 11 3 1 0 2 21 5 1 0 0 0 21 6 1 0 0 1 17 8 18 14 20 6 0 10 2 1 1 2 4 0 0 0 0 0 0 0 0 0 0 0 55136 0 6 4 0 0 24 14 3 0 0 0 14 4 1 2 0 0 7 1 0 0 0 0 9 0 0 0 0 0 541 19 4 2 0 0 11 10 4 1 0 0 4 1 2 0 0 0 4 3 1 0 0 0 10 0 57 23 0 0 80 11 2 0 0 0 13 133 4 1 34 20 0 0 55 16 1 5 0 0 22 117 13 4 45 17 0 2 68 10 1 3 0 0 14 124 19 0 42 29 0 4 75 11 48 3 7 2 10 0 0 0 0 16 85 140 514 46 5 178 89 0 6 2781 5 0 37 20 1 0 58 17 2 1 00 20 108 0 3 33 15 0 9 60 13 0 1 0 1 15 104 10 0 40 18 0 0 58 11 4 3 0 0 18 115 14 0 29 7 0 0 9 0 33 23 0 0 9 0 22 12 0 0 19 4 21 11 0 0 51 4 105 53 0 0 17 124 97 15 0 1 6 2 25 12 0 0 8 0 16 13 0 1 28 0 22 12 0 2 7 0 21 4 0 0 1 0 15 18 0 1 17 2 13 3 0 0 7 1 15 10 0 0 1 0 4 4 0 0 0 0 9 5 0 0 25 1 3 41 22 0 0 15 0 97 2 0 0 3 1 7 2 0 0 4 0 4 3 0 0 36 56 34 36 18 10 10 9 1 0 2 1 2 1 5 3 0 0 0 0 0 0 0 0 62 1 47 4 11 0 0 41 9 4 0 0 39 7 0 4 0 0 30 5 0 1 0 0 44 3 5 2 0 0 54 1 24 6 11 0-0 36 6 1 1 0 0 25 2 0 1 0 0 34 2 1 1 0 0 18 2 3 0 0 0 26 3 0 0 0 0 8 1 1 0 0 0 16 0 0 0 0 0 10 1 3 0 0 0 7 0 0 0 0 0 21 101 11 105 17 79 13 98 82 383 14 90 1 77 B 65 10 00 41 332 8 87 3 43 4 55 5 64 3 50 2 18 0 42 4 21 0 15 Nightingale St at Veterans Memorial Blvd Andover. MN Street itUt m and .Afenfi, 3tm 12224 Nicollet Ave Burnsville, MN 55337 File Name : Nightingale -St -NW -Veterans -Memorial -Blvd -NW -03-03-21-0000-2400 Site Code : 01 Start Date : 3/3/2021 Page No :4 Veterans Memorial Boulevard Street Veterans Memorial 11:00 PM 0 3 0 0 0 3 0 0 D 0 0 0 0 5 1 0 0 6 0 0 0 0 0 0 9 11:15 PM 0 2 0 0 0 2 0 0 0 0 0 0 0 3 3 0 0 6 0 0 0 0 0 0 8 11:30 PM 0 0 0 0 0 0 0 0 D 0 0 0 0 3 0 0 1 4 0 0 1 0 0 1 5 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 1 5 1 0 D 0 0 1 6 Total 1 0 5 0 0 0 5 1 0 0 0 0 0 0 1 0 13 6 0 2 21 1 1 0 1 0 0 2 1 28 Grand I 104 13 174 1 101653 254 89 29 0 79 428 54 1399629 20 1 612135 23 68 106 1 7SOS 5021 A00rcht% 6.3 825 10.5 0.1 0.6 20.8 6.8 0 18.5 5 65.5 0 2.9 7.4 8.4 13.2 0.1 0.9 Trucks 5 21 %Tucks) 4.8 1.5 1.12 0 0 1.7 0.4 1.1 13.8 0 76 2.8 5.6 2.7 13 0 3.3 2.4 0.8 0 2.8 0 0 18 92 2ldtaa and At w&, Jac. 12224 Nicollet Ave Burnsville, MN 55337 File Name : Nightingale -St -NW -Veterans -Memorial -Blvd -NW -03-03-21-0000-2400 Site Code : 01 Nightingale St at Veterans Memorial Blvd Start Date : 3/3/2021 Andover, MN Page No :5 N Nightingale Street < o ul n Total V 4 1694 1625 3319 42 28 70 � 0 ` o OJ 99 1343 172 110 5 21 2 0 0 10 104 4 1 10 Right TTN Leff IJTm Peas �J 1 Y U ES N 4N m Fp p mJ 4—� North 2 m m y a ® 2 313202 12:00 AM r 3 E— F� 313/202 11:45 PM 8 m m 0 Nm d UTnn � m_ P Cars t c g —a 8m L61 Thru136 RI hl Pods 1 812 1381 51 59 0 8 38 3 2 p h 11 6201 1399 541 )o� 1930 s1 e1 96 2064 4070 0 6 2135 4 5 Out In Total 29oftw and Ateni, Jac., 12224 Nicollet Ave Burnsville, MN 55337 File Name : Nightingale -St -NW -Veterans -Memorial -Blvd -NW -03-03-21-0000-2400 Site Code : 01 Nightingale St at Veterans Memorial Blvd Start Date : 3/3/2021 Andover, MN Page No : 6 Peak Hour Analysis Nightingale Street From North Veterans Memorial Boulev!!:::::= Nightingale Street I From East From South Veterans Memorial Boulevard From West Start Time I Right I Thru I Left I UTPeds I AFP.Totsi I Right I Thru I Left I UTm I PedsI Acc.Totai I Right I Thru I Left I UTm I Peds I Acc.Tmei I Right I Thru I Left I UTm I Peds Apa.Taui Inc Total Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 Of 1 26 1 0 0 30 7 0 0 0 3 10 0 57 23 0 0 80 11 2 0 Peak Hour for Entre Intersection Begins at 07:00 AM 13 133 04:15 PM 1 32 3 0 0 36 0 1 1 0 2 4 1 34 20 0 0 55 07:00 AM 1 52 1 0 0 56 1 0 0 0 0 1 0 13 0 0 2 14 21 0 0 0 0 21 92 07:15 AM 1 11 1 0 0 10 2 0 0 0 0 2 0 15 5 0 1 21 33 2 2 0 0 37 133 07:30 AM 1 59 2 0 0 62 1 0 0 0 2 3 0 29 9 0 0 38 18 1 1 0 0 20 123 07:45 AM 1 29 2 0 0 32 4 0 0 0 0 4 0 21 11 0 1 33 19 1 2 0 0 22 91 Total Volume 6 211 6 0 0 223 8 0 0 0 2 10 0 78 25 0 3 106 91 4 5 0 0 100 439 % Apo. Total 2.7 94.6 2.7 0 0 .455 80 0 0 0 20 .313 0 73.6 23.6 0 2.8 .750 91 4 5 0 0 .918 PHF .500 .743 .750 .000 .000 .764 .500 .000 .000 .000 .250 .625 .000 .672 .568 .000 .750 .697 .689 .500 .625 .000 .000 .676 .825 Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1 .--. .-I- .-;- n1 llA •nn ORA 04:00 PM 3 26 1 0 0 30 7 0 0 0 3 10 0 57 23 0 0 80 11 2 0 0 0 13 133 04:15 PM 1 32 3 0 0 36 0 1 1 0 2 4 1 34 20 0 0 55 16 1 5 0 0 22 117 04:30 PM 2 26 1 0 0 29 2 5 0 0 6 13 4 45 17 0 2 68 10 1 3 0 0 14 124 04:45 PM 4 20 2 0 4 30 11 3 1 0 4 19 0 42 29 0 4 75 11 3 2 0 0 16 140 Total Volume 10 104 7 0 4 125 20 9 2 0 15 46 5 178 89 0 6 278 1 48 7 10 0 0 65 514 % Apo. Total 8 83.2 5.6 0 3.2 43.5 19.6 4.3 0 32.6 1.8 64 32 0 2.2 73.8 10.8 15.4 0 0 PHF .625 .813 .583 .000 .250 .868 .455 .450 .500 .000 .625 .605 .313 .781 .767 .000 .375 .869 .750 .583 .500 .000 .000 .739 .918 Appendix E Warrants Analysis TON Q & MLENK Real People. Real Solutions. LOCATION: Andover. MN 2022 Traffic Volumes SIGNAL WARRANTS ANALYSIS FOR Veterans Memorial Blvd and Nightingale St (MINOR APPROACH RIGHT TURN TRAFFIC INCLUDED) COUNTY: Anoka MAJOR APP.1 MAJOR APP.3 TOTAL 1+3 REF. POINT: Speed Approach Description Lanes DATE: 3/16/2021 50 Major Appl: SB Nightingal St 2 4 50 Major App3: NB Nightingal St 2 OPERATOR: CSS 40 Minor App2: WB Veterans Memorial Blvd 2 1:00 - 2:00 40 Minor App4: EB Veterans Memorial Blvd 2 0.70 FACTOR USED? YES / 3 POPULATION < 10,0007 No 2:00-3:00 4 EXISTING SIGNAL ? No / 0 THRESHOLDS 1A/1B: 0 4201630 14n/70 14n/7n HOUR MAJOR APP.1 MAJOR APP.3 TOTAL 1+3 MAJOR 1A/1B MINOR APP.2 MINOR 1A/1B MINOR APP.4 MINOR4 1A/1B METSAME 1A/1B 0:00 - 1:00 2 4 6 / 0 / 0 1:00 - 2:00 6 4 10 I 0 / 3 2:00-3:00 4 3 7 / 0 / 0 3:00-4:00 6 5 11 / 1 / 0 I I 4:00 - 5:00 15 5 20 / 1 / 17 / / 5:00 - 6:00 63 12 75 / 1 / 31 6:00 - 7:00 143 37 180 / 5 / 89 /X / 7:00 - 8:00 399 140 539 X/ 6 / 166 X/X X/ 8:00 - 9:00 155 96 251 / 24 / 80 /X 1 9:00 -10:00 146 114 260 / 12 / 83 /X I 10:00 - 11:00 107 88 195 / 14 / 42 / 1 11:00-12:00 134 116 250 / 13 / 45 / I 12:00 -13:00 125 119 244 / 11 / 54 / I 13:00 -14:00 127 152 279 / 10 / 53 I / 14:00 -15700 183 1 252 435 X/ 11 / 79 /X I 15:00 -16:00 197 257 454 X/ 27 / 78 /X I 16:00 -17:00 204 360 564 X/ 29 / 99 /X / 17:00 -18700 188 276 464 X/ 26 / 110 /X / 18:00-19:00 161 215 376 / 40 / 94 /X / 19:00-20:00 138 203 341 1 34 / 56 20:00 - 21:00 71 149 220 / 45 / 29 21:00-22:00 74 88 162 / 24 / 21 22:00 - 23:00 30 49 79 / 21 / 23:00 - 24:00 9 25 34 I 0 / 3 / I Required (Hr) Met (Hr) Warrant 1A 1 Warrant 1B 0 Warrant 2 0 Warrant 3 0 Warrant 7 2 Required (Hr) 8 Not satisfied 8 Not satisfied 4 Not satisfied 1 Not satisfied 8 Not satisfied Four Hour Warrant Peak Hour Warrant Minor App Minor App Major App 1&1 2&1 2&2 Major App 1&1 2&1 2&2 300 360 440 590 400 475 570 725 400 310 390 530 500 425 520 665 500 260 340 460 600 370 465 600 600 215 290 390 700 330 420 540 700 180 245 330 800 280 370 480 800 150 205 280 900 240 330 425 900 125 170 235 1000 204 285 375 1000 100 145 195 1100 175 250 330 1100 85 120 165 1200 150 220 285 1200 80 100 135 1300 130 190 250 1300 80 83 115 1400 115 160 220 1400 80 80 115 1500 100 140 187 1500 80 80 115 1600 100 115 165 1600 80 80 115 1700 100 100 150 1700 80 80 115 1800 100 100 150 1800 80 80 115 Four Hour Warrant Factored Peak Hour Warrant Factored Minor App Minor App Major App 1& 1 2&1 2&2 Major App 1 & 1 2&1 2&2 300 320 380 500 200 250 320 420 400 270 335 435 300 210 265 350 500 225 285 370 400 170 215 285 600 180 240 315 500 130 170 230 700 145 200 260 600 93 130 175 800 115 160 215 700 70 100 135 900 90 135 175 800 60 80 103 1000 75 110 140 900 60 65 80 1100 75 95 115 1000 60 60 80 1200 75 75 100 1100 60 60 80 1300 75 75 100 1200 60 60 80 1400 75 75 100 1300 60 60 80 1500 75 75 100 1400 60 60 80 1600 75 75 100 1500 60 60 80 1700 75 75 100 1600 60 60 80 1800 75 75 100 1700 60 60 80 1800 60 60 80 LOCATION: Andover, MN COUNTY: Anoka REF. POINT: DATE: 3/162021 OPERATOR: CSS 0.70 FACTOR USED? YES POPULATION < 10,000? No EXISTINGSIGNAL? No rrr� L 600 O c 500 E 400 0 j C 300 t> 2 200 100 n 0 Speed Approach Description Lanes 50 Major Appt: SB Nightingal St 2 50 Major App3: NB Nightingal St 2 40 Minor App2: WB Veterans Memorial Blvd 2 40 Minor App4: EB Veterans Memorial Blvd 2 Warrant 2, Four-hour Volumes — – Warrant 3, Peak -hour Volumes • Actual Hourly Count O 200 400 600 800 1000 1200 1400 1600 1800 E f Major Street - Total of Both Approaches - VPH Figure 1. Four Hour and Peak Hour Warrant Analysis Note: For data points outside the graph range, check the minor street volume against the lower thresholds Wanant Criteria Actual Hourly Count Major Warrant 2. F Warrant 3, Pe Major Actual Hourly Count 200 420 6 0 300 350 500 10 3 400 285 435 7 0 500 230 370 11 1 600 175 315 20 17 700 135 260 75 31 800 103 215 180 89 900 80 175 539 166 1000 80 140 251 80 1100 80 115 260 83 1200 80 100 195 42 1300 80 100 250 45 1400 80 100 244 54 1500 80 100 279 53 1600 80 100 435 79 1700 80 100 454 78 1800 80 100 564 99 464 110 376 94 341 56 220 45 162 24 79 21 34 3 LOCATION: Andover, MN COUNTY: Anoka REF. POINT: DATE: 3/16/2021 OPERATOR: CSS 0.70 FACTOR USED? Yes ALL WAY STOP WARRANT Includes Right Turns on All Approaches Speed Approach Description Lanes 50 Major App1: SB Nightingal St 2 50 MajorApp3: NB Nightingal St 2 40 Minor App2: WB Veterans Memorial Blvd 2 40 Minor App4: EB Veterans Memorial Blvd 2 210 HOUR MAJOR APP.1 MAJOR APP.3 MINOR APP.2 MINOR APP.4 MAJOR TOTAL E(APP.1&APP. 3) MINOR TOTAL APP. 2+APP. 4 WARRANT MET 0:00 - 1:00 2 4 0 0 6 0 / 1:00 - 2:00 6 4 0 3 10 3 / 2:00 - 3:00 4 3 0 0 7 0 / 3:00 - 4:00 6 5 1 0 11 1 / 4:00 - 5:00 15 5 1 17 20 18 / 5:00 - 6:00 63 1 12 1 1 31 75 32 / 6:00 - 7:00 143 37 5 1 89 180 94 / 7:00 - 8:00 399 140 6 166 539 172 X/X 8:00 - 9:00 155 96 24 80 251 104 X/ 9:00 -10:00 146 114 12 83 260 95 X/ 10:00 -11:00 107 88 14 42 195 56 / 11:00 -12:00 134 116 13 45 250 58 X/ 12:00 -13:00 125 119 11 54 244 65 X/ 13:00 -14:00 127 152 10 53 279 63 X/ 14:00 -15:00 183 252 11 1 79 435 90 X/ 15:00 - 16:00 197 257 27 78 454 105 X/ 16:00 - 17:00 204 360 29 99 564 128 X/ 17:00 -18:00 188 276 26 110 464 136 X/ 18:00 - 19:00 161 215 40 94 376 134 X/ 19:00 - 20:00 138 203 34 56 341 90 X/ 20:00 - 21:00 71 149 45 29 220 1 74 X/ 21:00 - 22:00 74 88 24 21 162 45 / 22:00 - 23:00 30 49 21 7 79 28 I 23:00 - 24:00 9 25 0 3 34 3 / Met (Hr) Required (Hr) Allway Stop Warrant: 1 8 Not satisfied REMARKS: AWSC warrant analysis includes minor street right turns OBOLTON & MENK Real People. Real Solutions. 2042 Traffic Volumes SIGNAL WARRANTS ANALYSIS FOR Veterans Memorial Blvd and Nightingale St (MINOR APPROACH RIGHT TURN TRAFFIC INCLUDED) LOCATION: Andover, MN MAJOR APP.1 MAJOR APP.3 TOTAL 1+3 MAJOR 1A/16 COUNTY: Anoka MINOR 1A/16 MINOR APP.4 MINOR4 1A/1B METSAME 1AI1B REF. POINT: Speed Approach Description Lanes DATE: 3/16/2021 50 Major Appl: SB Nightingal St 2 / 50 Major App3: NB Nightingal St 2 OPERATOR: CSS 30 Minor App2: WB Veterans Memodal Blvd 2 I 30 Minor App4: EB Veterans Memorial Blvd 2 0.70 FACTOR USED? YES 0 / 0 POPULATION < 10,000? No 6 7 13 / EXISTING SIGNAL? No 0 4:00 - 5:00 TNRR3Hnl ns IA/IR 6 24 42n/AR0 140170 14n/70 HOUR MAJOR APP.1 MAJOR APP.3 TOTAL 1+3 MAJOR 1A/16 MINOR APP.2 MINOR 1A/16 MINOR APP.4 MINOR4 1A/1B METSAME 1AI1B 0:00-1:00 2 8 10 / 0 / 0 / / 1:00-2:00 6 5 11 / 0 / 6 / I 2:00 - 3:00 4 3 7 / 0 / 0 3:00-4:00 6 7 13 / 5 / 0 4:00 - 5:00 18 6 24 / 3 / 31 / I 5:00 - 6:00 79 15 94 / 3 / 60 / I 6:00 - 7:00 170 1 40 210 / 24 / 152 X/X 1 7:00 - 8:00 461 169 630 X/X 27 / 291 X/X XIX 8:00 - 9:00 189 124 313 / 55 / 155 X/X I 9:00 - 10:00 176 143 319 / 40 / 146 X/X I 10:00 - 11:00 131 114 245 / 50 / 79 /X I 11:00-12:00 155 149 304 / 45 / 80 /X 1 12:00 -13:00 152 163 315 / 35 / 97 /X I 13:00 - 14:00 159 184 343 / 32 / 90 /X 1 14:00-15:00 235 334 569 X/ 36 / 167 X/X XI 15:00 - 16:00 260 331 591 X/ 90 /X 144 X/X X/ 16:00 -17:00 252 471 723 X/X 117 /X 198 X/X X/X 17:00 -18:00 258 359 617 X/ 100 /X 219 X/X X/ 18:00-19:00 228 282 510 X/ 158 X/X 178 X/X XI 19:00-20:00 200 265 465 X/ 142 X/X 126 /X X1 2000-21700 117 197 314 / 165 X/X 71 /X I 21:00 - 22:00 115 118 233 / 90 /X 63 I 1 22:00 - 23:00 1 43 1 65 108 / 87 /X 25 / I 23:00 - 24:00 1 10 1 33 43 / 0 / 5 / I Required (Hr) Met (Hr) Warrant 1A 7 Warrant 1 2 Warrant 2 3 Warrant 3 0 Warrant 7 7 Required (Hr) 8 Not satisfied 8 Not satisfied 4 Not satisfied 1 Not satisfied 8 Not satisfied Four Hour Warrant Peak Hour Warrant Minor App Minor App Major App 1& 1 2&1 2&2 Major App 1& 1 2&1 2&2 300 360 440 590 400 475 570 725 400 310 390 530 500 425 520 665 500 260 340 460 600 370 465 600 600 215 290 390 700 330 420 540 700 180 245 330 800 280 370 480 800 150 205 280 900 240 330 425 900 125 170 235 1000 204 285 375 1000 100 145 195 1100 175 250 330 1100 85 120 165 1200 150 220 285 1200 80 100 135 1300 130 190 250 1300 80 83 115 1400 115 160 220 1400 80 80 115 1500 100 140 187 1500 80 80 115 1600 100 115 165 1600 80 80 115 1700 100 100 150 1700 80 80 115 1800 100 100 150 1800 80 80 115 Four Hour Warrant Factored Peak Hour Warrant Factored Minor App Minor App Major App 1& 1 2&1 2&2 Major App 1 & 1 2&1 2&2 300 320 380 500 200 250 320 420 400 270 335 435 300 210 265 350 500 225 285 370 400 170 215 285 600 180 240 315 500 130 170 230 700 145 200 260 600 93 130 175 800 115 160 215 700 70 100 135 900 90 135 175 800 60 80 103 1000 75 110 140 900 60 65 80 1100 75 95 115 1000 60 60 80 1200 75 75 100 1100 60 60 80 1300 75 75 100 1200 60 60 80 1400 75 75 100 1300 60 60 80 1500 75 75 100 1400 60 60 80 1600 75 75 100 1500 60 60 80 1700 75 75 100 1600 60 60 80 1800 75 75 100 1700 60 60 80 1800 60 60 80 LOCATION: Andover, MN COUNTY: Anoka REF. POINT: DATE: 3/16/2021 [•79�:7_�fiI:7HFi? 0.70 FACTOR USED? YES POPULATION < 10,000? No EXISTING SIGNAL? No t U t0 O a a d E o = >a m� i 700 600 500 400 300 200 100 0 4- 200 200 Speed Approach Description Lanes 50 Major Appt: SB Nightingal St 2 50 Major App3: NB Nightingal St 2 30 Minor App2: WB Veterans Memorial Blvd 2 30 Minor App4: EB Veterans Memorial Blvd 2 Warrant 2, Four-hour Volumes — -Warrant 3, Peak -hour Volumes • Actual Hourly Count 400 600 800 1000 1200 1400 1600 1800 Major Street -Total of Both Approaches - VPH Figural. Four Hour and Peak Hour Warrant Analysis Note: For data points outside the graph range, check the minor street volume against the lower thresholds Warrant Criteria Actual Hourly Count Major Warrant 2, F Warrant 3, Pe Major Actual Hourly Count 200 420 10 0 300 350 500 11 6 400 285 435 7 0 500 230 370 13 5 600 175 315 24 31 700 135 260 94 60 800 103 215 210 152 900 80 175 630 291 1000 80 140 313 155 1100 80 115 319 146 1200 80 100 245 79 1300 80 100 304 80 1400 80 100 315 97 1500 80 100 343 90 1600 80 100 569 167 1700 80 100 591 144 1800 80 100 723 198 617 219 510 178 465 142 314 165 233 80 108 87 43 5 210 140 HOUR MAJOR APP.1 ALL WAY STOP WARRANT MINOR APP.2 MINOR APP.4 MAJOR TOTAL E(APP.1&APP. 3) Includes Right Turns on All Approaches WARRANT MET LOCATION: Andover, MN 2 8 0 COUNTY: Anoka 10 0 I REF. POINT: Speed Approach Description Lanes DATE: 3/16/2021 50 Major App1: SB Nightingal St 2 2:00 - 3:00 50 Major App3: NB Nightingal St 2 OPERATOR: CSS 30 Minor App2: WB Veterans Memorial Blvd 2 3:00 - 4:00 30 Minor App4: EB Veterans Memorial Blvd 2 0.70 FACTOR USED? Yes 13 5 / 210 140 HOUR MAJOR APP.1 MAJOR APP.3 MINOR APP.2 MINOR APP.4 MAJOR TOTAL E(APP.1&APP. 3) MINOR TOTAL APP. 2+APP. 4 WARRANT MET 0:00 - 1:00 2 8 0 0 10 0 I 1:00 - 2:00 6 5 0 6 11 6 I 2:00 - 3:00 4 3 0 0 7 0 / 3:00 - 4:00 6 7 5 0 13 5 / 4:00 - 5:00 18 6 3 31 24 34 / 5:00 - 6:00 79 1 15 3 1 60 94 63 / 6:00 - 7:00 170 1 40 24 152 210 176 X/X 7:00-8:00 461 1 169 27 291 630 318 X/X 8:00-9:00 189 124 55 155 313 210 X/X 9:00 -10:00 176 143 40 146 319 186 X/X 10:00 -11:00 131 114 50 79 245 129 X/ 11:00 -12:00 155 149 45 80 304 125 X/ 12:00 -13:00 152 163 35 97 315 132 X/ 13:00 -14:00 159 184 32 1 90 343 122 X/ 14:00-15:00 235 334 36 167 569 203 X/X 15:00-16:00 260 331 90 144 591 234 X/X 16:00-17:00 252 471 117 198 723 315 X/X 17:00-18:00 258 1 359 100 219 617 319 X/X 18:00 -19:00 228 282 158 178 510 336 X/X 19:00 - 20:00 200 265 142 126 465 1 268 1 X/X 20:00-21:00 117 197 165 71 314 236 X/X 21:00-22:00 115 118 90 63 233 153 X/X 22:00 - 23:00 43 65 87 25 108 112 / 23:00 - 24:00 10 33 1 0 5 43 5 / Met (Hr) Required (Hr) Allway Stop Warrant: 12 8 Satisfied REMARKS: AWSC warrant analysis includes minor street right turns Appendix F Pedestrian LOS Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid -Block Crossings Crossing Location: Veterans Memorial Blvd and Nightingale St Date: 3/18/2021 City, State: Andover, MN Scenario: AM Peak- Existing Reviewer(s): Cody Sedbrook Agency: Bolton & Menk, Inc. Project Number: OR.1123914 ID #: The following is the base information needed to complete the analysis. If this is a one -stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) t, = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) v = vehicular flow rate (veh/s) = V/3600 W, = crosswalk width (ft) N = number of through lanes crossed (Integer) Crossing 2: Evaluation Inputs: L= crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) t, = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) t. =vehicular flow rate (veh/s) = V/3600 Wr = crosswalk width (ft) N = number of through lanes crossed (Integer) Crossing Treatment Yield Rate MY = motorist yield rate (decimal) defaults: Sp = 3.5 t, = 3.0 up= 0* v = V/3600 Wc= 8.0 N = INT(L/11) Input Table: L = Sp = t, = V = vp = V = WC= N= 75 3.5 3 575 0.00 0.160 8.0 1 2 -no platooning observed (only used for two-stage crossings) defaults: Sp = 3.5 t, = 3.0 LP= 0* t = V/3600 W,= 8.0 N = INT(L 11) Input Table: L= Sp - t5 V= P= i= WC= N= 1 0V F -no platooning observed Input Table: M, = 1 0V Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay LOS 399 % sec/ped F Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results HCM Evaluation Worksheet Page 2 of 5 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid -Block Crossings Crossing Location: Veterans Memorial Blvd and Nightingale St Date: 3/18/2021 City, State: Andover, MN Scenario: PM Peak - Existing Reviewer(s): Cody Sedbrook Agency: Bolton & Menk, Inc. Project Number: 011.1123914 ID #: The following is the base information needed to complete the analysis. If this is a one -stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) is = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) V p = pedestrian flow rate (ped/s) V = vehicular flow rate (veh/s) = V/3600 W, = crosswalk width (ft) N = number of through lanes crossed (Integer) Crossing 2: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) is = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) V = vehicular flow rate (veh/s) = V/3600 W, = crosswalk width (ft) N = number of through lanes crossed (Integer) defaults: Sp = 3.5 is = 3.0 up = 0* V = V/3600 W,= 8.0 N = INT(L/11) Input Table: L = Sp = is = V = up= V = W� =8.0 N= 75 3.5 3 575 0.00 0.160 V/3600 2 -no platooning observed (only used for two-stage crossings) defaults: Sp = 3.5 is = 3.0 vp= 0* L; = V/3600 W,= 8.0 N = INT(L/11) Input Table: L= Sp = is = V= Up = 1= W,= N= sec/ped F -no platooning observed Crossing Treatment Yield Rate Input Table: My = motorist yield rate (decimal) M"= 0% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay LOS 3�, sec/ped F Developed by Bolton & Menk, Inc for the Local Road Research Board Inputs and Results HCM Evaluation Worksheet Page 2 of 5 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid -Block Crossings Crossing Location: Veterans Memorial Blvd and Nightingale St Date: City, State: Andover, MN Scenario: Reviewer(s): Cody Sedbrook Agency: Project Number: 011.1123914 ID #: 3/18/2021 AM Peak - Roundabout Bolton & Menk, Inc. The following is the base information needed to complete the analysis. If this is a one -stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) is = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) v = vehicular flow rate (veh/s) = V/3600 W, = crosswalk width (ft) N = number of through lanes crossed (Integer) Crossing 2: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) is = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) v = vehicular flow rate (veh/s) = V/3600 Wt = crosswalk width (ft) N = number of through lanes crossed (Integer) defaults: SP = 3.5 t, = 3.0 t,p= 0* v = V/3600 WC= 8.0 N = INT(L/11) Input Table: L= Sp = is = V = ,up = V = W c = N= 16 3.5 3 425 0.00 0.118 10.0 1 "no platooning observed (only used for two-stage crossings) defaults: Sp = 3.5 is = 3.0 up= 0* v = V/3600 W, = 8.0 N = INT(L/11) Input Table: L= Sp = is = V = P = = WC = N= 16 3.5 3 150 0.00 0.042 10.0 1 -no platooning observed Crossing Treatment Yield Rate Input Table: My = motorist yield rate (decimal) M,/ _ s,, Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay LOS sec/ped B Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results HCM Evaluation Worksheet Page 2 of 5 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid -Block Crossings Crossing Location: Veterans Memorial Blvd and Nightingale St Date: City, State: Andover, MN Scenario: Reviewer(s): Cody Sedbrook Agency: Project Number: OR.1123914 ID #: 3/18/2021 PM Peak -Roundabout Bolton & Menk, Inc. The following is the base information needed to complete the analysis. If this is a one -stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) is = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) V = vehicular flow rate (veh/s) = V/3600 Wt = crosswalk width (ft) N = number of through lanes crossed (Integer) Crossing 2: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) is = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) v = vehicular flow rate (veh/s) = V/3600 We = crosswalk width (ft) N = number of through lanes crossed (Integer) defaults: Sp = 3.5 is = 3 0 vp= O* V = V/3600 Wc= 8.0 N = INT(L/11) Input Table: L= Sp = is = V = up = V = W c = N= 16 3.5 3 210 0.00 0.058 10.0 1 *no platooning observed (only used for two-stage crossings) defaults: Sp = 3.5 is = 3.0 vp= 0* V = V/3600 WC= 8.0 N = INT(L/11) Input Table: L= Sp = is = V = = = Wc= N= 16 3.5 3 365 0.00 0.101 10.0 1 -no platooning observed Crossing Treatment Yield Rate Input Table: My = motorist yield rate (decimal) M„ = 83% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay LOS sec/ped Developed by Bolton & Menk, Inc. for the Local Road Research Board HCM Evaluation Worksheet Page 2 of 5 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid -Block Crossings Crossing Location: Veterans Memorial Blvd and Nightingale St Date: 3/18/2021 City, State: Andover, MN Scenario: AM Peak - Roundabout W/ RRFB Reviewer(s): Cody Sedbrook Agency: Bolton & Menk, Inc. Project Number: OR.1123914 ID #: The following is the base information needed to complete the analysis. If this is a one -stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) is = pedestrian start-up and end clearance time (s) V =vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) v = vehicular flow rate (veh/s) = V/3600 We = crosswalk width (ft) N = number of through lanes crossed (Integer) Crossing 2: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) is = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) v = vehicular flow rate (veh/s) = V/3600 Wr = crosswalk width (ft) N = number of through lanes crossed (Integer) defaults Sp= 35 is = 3.0 up = 0* v = V/3600 WC= 8.0 N = INT(L/11) Input Table: L= Sp = is = V = VP= V = W� = N= 16 3.5 3 425 0.00 0.118 10.0 I "no platooning observed (only used for two-stage crossings) defaults: Sp = 3.5 is = 3.0 'LIP = 0* v = V/3600 W, = 8.0 N = INT(L/11) Input Table: L= Sp = is = V = VP= v = WC= N= 16 3.5 3 150 0.00 0.042 10.0 1 'no platooning observed Crossing Treatment Yield Rate Input Table: My = motorist yield rate (decimal) M,= 84% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: Average Delay LOS sec/p-d B Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results HCM Evaluation Worksheet Page 2 of 5 Highway Capacity Manual (HCM) Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations Intersection and Mid -Block Crossings Crossing Location: Veterans Memorial Blvd and Nightingale St Date: 3/18/2021 City, State: Andover, MN Scenario: PM Peak- Roundabout W/ RRFB Reviewer(s): Cody Sedbrook Agency: Bolton & Menk, Inc. Project Number: OR.1123914 ID #: The following is the base information needed to complete the analysis. If this is a one -stage crossing, use only Crossing 1. If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. Crossing 1: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) is = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) v = vehicular flow rate (veh/s) = V/3600 We = crosswalk width (ft) N = number of through lanes crossed (Integer) Crossing 2: Evaluation Inputs: L = crosswalk length (ft) Sp = average pedestrian walking speed (ft/s) t, = pedestrian start-up and end clearance time (s) V = vehicular hourly volume (veh/hr) vp = pedestrian flow rate (ped/s) v = vehicular flow rate (veh/s) = V/3600 W, = crosswalk width (ft) N = number of through lanes crossed (Integer) Crossing Treatment Yield Rate My = motorist yield rate (decimal) defaults: Sp = 3.5 is = 3.0 vp= 0* V = V/3600 We = 8.0 N = INT(L/11) Input Table: L= Sp = is = V = vp = V = W = N= 16 3.5 3 210 0.00 0.058 10.0 1 -no platooning observed (only used for two-stage crossings) defaults: Sp = 3.5 is = 3.0 vp = 0* v = W3600 We = 8.0 N = INT(L/11) Input Table: L= Sp = t, = V = vp = u = WC = N= 16 3.5 3 365 0.00 0.101 10.0 1 -no platooning observed Input Table: My= 84% Entering data into the tables above will populate the evaluation tables in Microsoft Excel. Results: IAverageLOSDelay sec/ped Developed by Bolton & Menk, Inc. for the Local Road Research Board Inputs and Results HCM Evaluation Worksheet Page 2 of 5 1 J,7C::=GDERXW I r iiHSUUVb xr s w HQWHU ^. fay, i1"t H :. LOUCKS ,uwn•.�ote "north CITY CENTER CAMPUS MASTER PLAN MCd CVER, MN 154TH AVE Z C PREFERRED CONCEPT PLAN TIMEFRAME TACTIC ON-GOING T3.1 Increase education and public outreach about alternative intersection designs and how to use them. Support data -driven solutions, and explore ways to communicate the safety benefits of alternative intersections. ON-GOING T1.2 Incorporate transit, bicyclists, and pedestrians in intersection design. Provide facilities to accommodate people walking, rolling, and bicycling to limit conflicts with vehicles. T1.3 Design intersections to lower crossing conflict points, manage access points, and reduce the number YEARS 1-2 of severe crashes at intersections. Apply alternative design to intersections with a high frequency of severe d crashes orsystemic risk factors. YEARS 1 -2 1 T1.4 Apply alternative intersection designs on a corridor level approach T2.1 Prioritize transit, bicyclists, and pedestrians in intersection design. Provide facilities to accommodate people walking, rolling, and bicycling to limit conflicts with vehicles. T2.2 Improve the visibility of vehicles and pedestrians at intersections with lighting and unobstructed sigl T2.3 Improve signing and pavement markings. Incorporate technologies and proven countermeasures as T2.4 Provide leading pedestrian intervals to improve pedestrian safety where appropriate. Consider installing blank out signs to restrict turns where appropriate during pedestrian intervals. ON-GOING T3.1 Reduce over -building the roadway and apply performance-based practical design based on existing demand and safety risks. ON-GOING T3.2 Facilitate coordination between state, regional, and local agencies for intersection projects. Participate with all user groups so the project fits the community. ON-GOING T3.3 Support improvements with a data -driven approach by linking high -crash intersections and corridors with design -related issues. T3.4 Research enhanced analytics and data collection for intersection -based crashes to be used for future safety decisions. ON-GOING T4.1 Increase red-light running enforcement. Use technology to assist with enforcement such as blue light alert systems and enhanced red-light cameras (i.e., camera -assisted enforcement). ON-GOING T4.2 Increase public awareness of risks associated with red light running. Crashes caused by red light running at signalized intersections can involve pedestrians and bicyclists, in addition to other vehicles. T4.3 Identify locations with high rates of red light running to target enforcement. T4.4 Explore the potential for automated red-light enforcement in Minnesota by researching its effectiveness in states that have implemented it and any technical, legal, privacy, and equity barriers. J = Tactics that are a priority to work an in the first year of this plan o = Strategies that are a priority to work on over the five years of this plan Minnesota Strategic Highway Safety Plan TIMEFRAME TACTIC ON-GOING T1.1 Conduct a high profile pedestrian education campaign with increased media coverage targeted at drivers and pedestrians. Include curriculum on Walk! Bike! Fun! and Vision Zero programs in addition to current laws. ON-GOING T1.2 Promote pedestrian -related laws in an easy -to -understand manner for public outreach. YEARS 1-2 T1.3 Develop local/community partnerships like advocacy groups and parent -teacher organizations. Create local strategies in partnership with underserved communities and communities with high pedestrian demand. YEARS 11-2 T3.4 Promote Safe Routes to School guidelines about education, encouragement, engineering, enforcement, evaluation, and equity. T2.1 Establish policies with all agencies to maintain pedestrian facilities for all four seasons, including proper ON-GOING snow and ice removal. Expedite maintenance of sidewalks and curb ramps to deter people from walking or rolling in the road. ON-GOING T2.2 Provide appropriate crossing time at signalized/active crossings. Consider timing strategies to better accommodate pedestrian needs. T2.3 Based on land use, design roads and facilities for pedestrians, such as sidewalks, mid -block breaks, and bump outs. Identify areas with inadequate pedestrian facilities that could be improved, including in rural areas or on tribal lands. Provide the appropriate number of safe pedestrian crossings to accommodate pedestrian needs. YEARS 1-2 T2.4 Design for appropriate road capacity to reduce crosswalk length and crosswalk conflicts. Utilize road diets (4 -lane to 3 -lane conversions) where appropriate. T2.5 Install proper signing at crosswalks and evaluate current signing standards. Increase the use of dynamic YEARS 1-2 signing options at mid -block crossings where there are high volumes of pedestrian traffic. Promote the use of advance stop bars and/or yield lines at all crosswalks. ®T2.6 Improve lighting around pedestrian facilities to increase pedestrian visibility, including near transit stops and in rural areas. T2.7 Evaluate passive pedestrian detection technology. ON-GOING T3.1 Increase funding for pedestrian safety campaigns and pedestrian facilities. T3.2 Improve pedestrian volume data collection to identify trends and numbers for health, law, plans, and policies. T3.3 Explore school bus stop arm violation camera enforcement. ® T3.4 Develop pedestrian plans and Complete Streets plans at regional and local levels. V = Tactics that are a priority to work on in the first year of this plan o = Strategies that are a priority to work on over the five years of this plan — 22 — Minnesota Strategic Highway Safety Plan Crash Summary RePFbu0m' ReportVersion Veterans/Nightingale 10 -Year Crash Severity/Crash Year Total Crash Severity Total 0 1 K - Fatal 0 0__o A - Serious Injury 0 0 0 B - Minor Injury 0 Crash Severity Total 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 K- Fatal LeftTum 0 0 0 0 0 0 0 0 0 0 0 0 A- Serious Injury 0 0 0 0 0 0 0 0 0 0 0 0 B- Minor Injury 0 0 0 0 0 0 0 0 0 0 0 0 C- Possible Injury 0 0 0 0 0 0 0 0 0 0 0 0 N- Prop Dmg Only 0 0 0 0 0 0 0 0 0 0 0 0 U -Unknown 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Crash Severity/Number of Vehicles Total Crash Severity Total 0 1 K - Fatal 0 0__o A - Serious Injury 0 0 0 B - Minor Injury 0 0 0 C - Possible Injury 0 0 0 N - Prop Dmg Only 0 0 0 U -Unknown 0 0 0 Total 0 0 0 2 3+ u u 0 0 0 0 0 0 0 0 Basic Type Summary Total % Pedestrian 0 0.0 Blke 0 0.0 Single Vehicle Run Off Road 0 0.0 Single Vehicle Other 0 0.0 Sideswipe Same Direction 0 0.0 Sideswipe Opposing 0 0.0 Rear End 0 0.0 Head On 0 0.0 LeftTum 0 0.0 Angle 0 0.0 Other 0 0.0 Total 0 100.0 First Harmful Event Summary Total % Pedestrian 0 0.0 Bicyclist 0 0.0 Motor Vehicle In Transport 0 0.0 Parked Motor Vehicle 0 0.0 Train 0 0.0 Deer/Animal 0 0.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 0 0.0 Non -Collision Harmful Events 0 0.0 Non -Harmful Events 0 0.0 Other/Unknown0 0.0 Total 0 100.0 Relationship to Intersection Not at Intersectionllnterchange Four -Way Intersection T or Y Intersection Five -Way Intersection or More Roundabout Intersection Related Driveway Access Related At School Crossing Railway Grade Crossing Shared Use Path or Trail Interchange or Ramp Crossover Related Acceleration/Deceleration Lane Total % u u.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 Weather 1 Summary Total % Clear 0 0.0 Cloudy 0 0.0 Rain 0 0.0 Snow 0 0.0 Sleet, Hail (Freezing Rain/Drizzle) 0 0.0 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 0 0.0 Severe Crosswinds 0 0.0 OtherlUnknown 0 0.0 Total 0 700.0 Light Condition Summary Total % Daylight 0 0.0 Sunrise 0 0.0 Sunset 0 0.0 Dark (Sir Lights On) 0 0.0 Dark (Str Lights Off) 0 0.0 Dark (No Str Lights) 0 0.0 Dark (Unknown Light) 0 0.0 Other/Unknown 0 0.0 Total 0 100.0 Report Generated 04/19/2022 MnCMAT 2.0.0 Page 1 of 2 M1 Crash Summary Veterans/Nightingale 10 -Year Report Version 1.0 February 2020 Time of Day/Day of Week From To 00:00 02:00 01:59 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 MON 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 TUE 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 WED 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 THU 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 FRI 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 SAT 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 100.0 % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01 100.0 100.0 Driver & Non -Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 0 0 0 0 0 0.0 15 0 0 0 0 0 0.0 16 0 0 0 0 0 0.0 17 0 0 0 0 0 0.0 18 0 0 0 0 0 0.0 19 0 0 0 0 0 0.0 20 0 0 0 0 0 0.0 21-24 0 0 0 0 0 0.0 25-29 0 0 0 0 0 0.0 30-34 0 0 0 0 0 0.0 35-39 0 0 0 0 0 0.0 40-44 0 0 0 0 0 0.0 45.49 0 0 0 0 0 0.0 50.54 0 0 0 0 0 0.0 55.59 0 0 0 0 0 0.0 60.64 0 0 0 0 0 0.0 65.69 0 0 0 0 0 0.0 70.74 0 0 0 0 0 0.0 75-79 0 0 0 0 0 0.0 80-84 0 0 0 0 0 0.0 85-89 0 0 0 0 0 0.0 90-94 0 0 0 0 0 0.0 95+ 0 0 0 0 0 0.0 No Value 0 0 0 0 0 0.0 Total 0 0 0 0 0 100.0 % 0.0 0.0 0.0 0.0 100.0 100.0 Month Summary Total % January 0 0.0 February 0 0.0 March 0 0.0 April 0 0.0 May 0 0.0 June 0 0.0 July 0 0.0 August 0 0.0 September 0 0.0 October 0 0.0 November 0 0.0 December 0 0.0 Total 0 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol) 0 0.0 Physical Disability (Short Term or Long Term) 0 0.0 Medical Issue (111, Sick or Fainted) 0 0.0 Emotional (Depression, Angry, Disturbed, etc.) 0 0.0 Asleep or Fatigued 0 0.0 Has Been Drinking Alcohol 0 0.0 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 0 0.0 Not Applicable 00.0 Total 0 100.0 ;lection Filter. FORK AREA: County('659447 ;'659507') - FILTER: Year('2012','2013', 2014'; 2015 ;'2016','2017 ;2018 ;'2019 ;'2020 ;'2021') - SPATIAL FILTER APPLIED Anal st: Notes: an Nemeth Report Generated 04/19/2022 MnCMAT 2.0.0 Page 2 of 2 11 CRASH MODIFICATION FACTORS CLEARINGHOUSE CMF / CRF Details CMF ID: 206 Conversion of stop -controlled intersection into single -lane roundabout Description: Prior Condition: No Prior Condition(s) Category: Intersection geometry Study: Ohservational Before -After Study of the SafetEffect of U.S. Roundabout Conversions Using the Empirical Bayes Method, Persaud et al., 2001 Star Quality Rating: Crash Modification Factor (CMF) Value: 0.28 Adjusted Standard Error: 0.11 Unadjusted Standard Error: 0.06 Crash Reduction Factor (CRF) Value: 72 (This value indicates a decrease in crashes) Adjusted Standard Error: 11 Unadjusted Standard Error: 6 Applicability Crash Type: All Crash Severity: All Roadway Types: Not specified Number of Lanes: Road Division Type: Speed Limit: Area Type: Urban Traffic Volume: Time of Day: If countermeasure is intersection -based Intersection Type: Roadway/roadway (not interchange related) Intersection Geometry: Not specified Traffic Control: Stop -controlled Major Road Traffic Volume: Minor Road Traffic Volume: Development Details Date Range of Data Used: Municipality: State: Country: Type of Methodology Used: Sample Size Used: Other Details Included in Highway Safety No Manual? Date Added to Clearinghouse: Dec -01-2009 Comments: This site is funded by the U.S. Department of Transportation Federal Highway Administration and maintained by the University of North Carolina Highway Safety Research Center The information contained in the Crash Modification Factors (CMF) Clearinghouse is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in the CMF Clearinghouse. The information contained in the CMF Clearinghouse does not constitute a standard, specification, or regulation, nor is it a substitute for sound engineering judgment. 13 CRASH MODIFICATION FACTORS CLEARINGHOUSE CMF / CRF Details CMF ID: 210 Conversion of stop -controlled intersection into single -lane roundabout Description: Prior Condition: No Prior Condition(s) Category: Intersection geometry Study: Observational Before After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method, Persaud et all., 2001 Star Quality Rating: Crash Modification Factor (CMF) Value: 0.12 Adjusted Standard Error: Unadjusted Standard Error: Value: 0.14 Crash Reduction Factor (CRF) 88 (This value indicates a decrease in crashes) Adjusted Standard Error: 14 Unadjusted Standard Error: 8 Applicability Crash Type: All Crash Severity: A (serious injury),B (minor injury),C (possible injury) Roadway Types: Not specified Number of Lanes: Road Division Type: Speed Limit: Area Type: Urban Traffic Volume: Time of Day: If countermeasure is intersection -based Intersection Type: Roadway/roadway (not interchange related) Intersection Geometry: Not specified Traffic Control: Stop -controlled Major Road Traffic Volume: Minor Road Traffic Volume: Development Details Date Range of Data Used: Municipality: State: Country: Type of Methodology Used: Sample Size Used: Other Details 111011 11 1 Included in Highway Safety No Manual? Date Added to Clearinghouse: Dec -01-2009 Comments: This site is funded by the U.S. Department of Transportation Federal Highway Administration and maintained by the University of North Carolina Highway Safety Research Center The information contained in the Crash Modification Factors (CMF) Clearinghouse is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in the CMF Clearinghouse. The information contained in the CMF Clearinghouse does not constitute a standard, specification, or regulation, nor is it a substitute for sound engineering judgment. •;- 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City FROM: Michelle Hartner, Deputy City SUBJECT: Approve Application for Exempt Permit/MN Deer Association DATE: February 21, 2023 INTRODUCTION MN Deer Association Rum River Chapter has submitted an application for a raffle at an event they are hosting on April 15, 2023 at the Courtyards of Andover, 13545 Martin Street NW. DISCUSSION Council can either a) approve the application with no waiting period; b) approve the application with a 30 day waiting period; or c) deny the application. ACTION REQUIRED The City Council is requested to consider approval of the application with no waiting period. Respectfully submitted, Michelle Hartner Deputy City Clerk Attach: Application MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit 4/22 Page 1 of 4 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application • conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the • awards less than $50,000 in prizes during a calendar application fee is $100; otherwise the fee is $150. year. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization Previous Gambling Name: Minnesota Deer Hunter Association - Rum River Chapter Permit Number: X-30002-22-018 Minnesota Tax ID Federal Employer ID Number, if any: Number (FEIN), if any: 41-1390958 Mailing Address: 211 121st Ave NW City: Coon Rapids State: MN Zip: 55448 County: Anoka Name of Chief Executive Officer (CEO): Jackie Lohse CEO Daytime Phone: _ CEO Email: (permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious veterans E✓ Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) ❑ A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 FJIRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. ❑ IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION ' Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): The Courtyards of Andover Physical Address (do not use P.O. box): 13545 Martin St. NW Check one: ❑l City: Andover Zip: MN County: Andover Township: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing): April 15, 2023 Check each type of gambling activity that your organization will conduct: = Bingo E-1 Paddlewheels = Pull -Tabs = Tipboards 2:1 Raffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit 4/22 Page 2 of 4 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township The application is acknowledged with no waiting period. FIThe application is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting ❑ The application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after (60 days for a 1st class city). 30 days. ❑The application is denied. ❑The application is denied. Print City Name: Print County Name: Signature of City Personnel: Signature of County Personnel: Title: Date: Title: Date: information, the Board may not be able to TOWNSHIP (if required by the county) which law or legal order authorizes a new use or On behalf of the township, I acknowledge that the organization address which will remain public. Private data is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or as a consequence, may refuse to issue a permit. The city or county must sign before given; and anyone with your written consent. If your organization supplies the information submitting application to the deny an application, per Minn. Statutes, section 349.213.) access to the information; Minnesota's Depart- Gambling Control Board. __ This form will be made Print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S' SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returnerd tote 6 id within 30 days of the event date. Chief Executive Officer's Signature: Date: (r4i n eust 0's signature; designee may not sign) Print Name: Jackie Lohse REQUIREMENTS MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: Mail application with: • all gambling conducted on two or more consecutive days; or a copy of your proof of nonprofit status; and • all gambling conducted on one day. Only one application is required if one or more raffle drawings are application fee (non-refundable). If the application postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: A financial report form will be mailed with your permit. Complete To: Minnesota Gambling Control Board and return the financial report form to the Gambling Control 1711 West County Road B, Suite 300 South Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651-539-1900. Data privacy notice: The information requested application. Your organization's name and ment of Public Safety; Attorney General; on this form (and any attachments) will be used address will be public information when received Commissioners of Administration, Minnesota by the Gambling Control Board (Board) to by the Board. All other information provided will Management & Budget, and Revenue; Legislative determine your organization's qualifications to be private data about your organization until the Auditor, national and international gambling be involved in lawful gambling activities in Board issues the permit. When the Board issues regulatory agencies; anyone pursuant to court Minnesota. Your organization has the right to the permit, all information provided will become order; other individuals and agencies specifically refuse to supply the information; however, if public. If the Board does not issue a permit, all authorized by state or federal law to have access your organization refuses to supply this information provided remains private, with the to the information; individuals and agencies for information, the Board may not be able to exception of your organization's name and which law or legal order authorizes a new use or determine your organization's qualifications and, address which will remain public. Private data sharing of information after this notice was as a consequence, may refuse to issue a permit. about your organization are available to Board given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires requested, the Board will be able to process the access to the information; Minnesota's Depart- - __ This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer C I T Y O F LOJ NDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: James Dickinson, City Administrat FROM: Joe Janish, Community Development Dir r SUBJECT: Approval of an Ordinance Amendment Renaming a Street North of Andover Crossings —Planning DATE: February 21, 2023 DISCUSSION There is a street segment(s) within the City of Andover that needs to be changed/renamed. The street segment is as follows: The street presently known as Inca Street NW located North of Andover Crossings, contained in an easement recorded at Anoka County, said Document Number being 2340152.007, to be contained within the parcel of 30-32-24-42-0001. A portion of said street is hereby renamed to 143rd Avenue NW along its East-West alignment. Once approved, the Building Official will notify: Anoka County Sheriff's Department, Central Communications -911 Emergency System, Anoka County Assessor, Anoka County Recorder's Office, Anoka County Surveyor, Anoka Post Office, and the Andover Fire Department of the street name change. The street name at the intersection is already signed as 143rd Avenue NW from 7 t Avenue NW. ACTION REQUESTED The City council is requested to approve amending Ordinance 212-J for Changing/Renaming of a certain street north of Andover Crossings in the City of Andover. Attachments 1. Ordinance Amendment 2. Location Map 7Joamsh,'y l7ommunity mittd, Development Director CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. 212-J AN ORDINANCE CHANGING/RENAMING STREET NAMES IN THE CITY OF ANDOVER: The City Council of the City of Andover hereby ordains as follows: Section 29. (Changing a portion of Inca Street NW to 1431 Avenue NW) The street presently known as Inca Street NW located North of Andover Crossings, contained in an easement recorded at Anoka County, said Document Number being 2340152.007, to be contained within the parcel of 30-32-2442-0001. A portion of said street is hereby renamed to 1431 Avenue NW along its East-West alignment. All other Sections and the language contained shall remain the same in this Ordinance. Adopted by the City Council of the City of Andover on this 21 st day of February 2023. CITY OF ANDOVER ATTEST: Sheri Bukkila, Mayor Michelle Harmer, Deputy City Clerk T_ El r ZY , 6'.,�j ' � 1. h! ♦ala ..A A>�. �.. w 0, f!kjt �r > :•., � � .'ti. 9 flit 1 I r 1 1 - WN.. mit /. _ 'lal�'+�t 111 - ♦. 4. �� Ile Vit, .• ,; rt .- r• F' `cQQNTY RD 116 r: � �---.r— ` Tom.•—' �=-4' � . iFr Y 0 04 Miles A\~ •naprsmcere.:: omv s „wo a.of m. -i mdata, eats. *be uw eater e ake .sBalm Ibac me ins, eb N .m assumes iw Ilabiliry Iv anY orsoromissierrons nere,n. Street Renaming C3 CRY Limits Location Map NDm Incorporated 1974 ?am: na0att&porte0: 2/6/205313:35 W Andover GrS •F ILNDOVE^ 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Administrator Receive January 2023 City Investment Reports February 21, 2023 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 Director presents to the City Council at least quarterly the type of investments held by the City. DISCUSSION Attached is the Investment Maturities Summary for January 2023, the January 2023 Investment Detail Report, and the January 2023 Money Market Funds Report. These attachments are intended to provide a status report on the January 2023 investments. ACTION REQUESTED Council requested to review and receive the January 2023 Investment Reports. submitted, Investment Maturities - January 2023 Deposits 1,623,710 Total cash and investments $ 63,372,646 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 (WF) N/A 5.90% $ 3,643,785 $ 3,643,785 $ $ $ MN Municipal Money Market Fund (4M) N/A 2.98% 1,839,704 1,839,704 - Certificates of deposit FDIC 18.93% 11,691,413 6,518,962 5,172,451 Local governments A/Al/A2 0.10% 59,968 59,968 - - AA/AAI/AA2/AA3 13.10% 8,086,163 1,975,866 5,782,082 328,215 AAA 12.09% 7,463,704 1,614,018 5,156,158 693,528 State governments A/Al/A2 0.00% - - - - AA/AAl/AA2/AA3 1.66% 1,026,051 - 1,026,051 AAA 1.47% 907,899 442,511 465,388 - U.S. agencies AAA 43.77% 27,030,250 13,091,723 13,393,192 545,335 Total investments 100.00% $ 61,748,936 $ 29,186,536 $ 30,995,322 $ 1,567,078 $ Deposits 1,623,710 Total cash and investments $ 63,372,646 January 2023 Investment Detail Description Cusip Number Credit Ratingff DIC # Type Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market Value Date Acquired Coupon Date Maturity Due Date Bank Hapoalim BM NY Bank East Asia Guthrie County State Bank Equity Bank Kansas Mizuho Bank USA Bank Bamda NY Branch Flagstar Bank FSB _ Fifth Third Bank _ Bank of the Sierra _ D6251A2T6_ 061870164 40341PAZ1 29461MAC6 60688M7G3 06063HNG4 33847E41.8 33686 33646 226 CD CD CD CO 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 0.150% 4.150% 0.950% 1.150% 244,563.90 244,933.85 243,630.45 243,213.95 semiannual maturity maturity maturity maturity maturity semi-annual maturity semi-annual 07/14/21 01/27/23 03/31/22 04/20/22 07/20/22 04/27/22 05/2821 062322 12/29/20 08/16/21 none none none none crone 11/28/21 none 06/29/21 02/16/23 03/27/23 03/31/23 04/20/23 04/20/23 04/25/23 05/30/23 062323 06/29/23 25858 21843 CD CD CD 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245.000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 2.350% 243,843.60 243,304.60 241,496.50 33681 1.550% 32541 0.150% 316777X73 6672 CD 245,000.00 2.450% 242,890.55 064860LHO 22597 CD 245,000.00 245,000.00 245,000.00 0.200% 240,626.75 Station Financial Northern Bank & Trust State Bankof India Capstar Bank Envision Bank _ Industrial & Com Bk _ Synovus Bank Morgan Stanley Bank NA Safra National Bank BMW Bank North America Third Federal S&L Peoples Security Bank & Trust Beal Bank USA Apple Bank for Savings Nano Banc _ Soli Bank NA Truist Bank First Republic Bank Kaufman TX _ Saint Anthony MN Albert Lea MN 85528WDY6 33758 CD 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 2.800% 242,861.15 maturity 07/2022 122122 072121 07/22/22 07/28/21 08/20/21 022522 03/3122 1211922 12/11/20 12/21/20 062422 072022 012122 07/23121 01/23/23 012423 0126123 06/28/16 12111/20 none none 012122 none 01/28/22 02/20/22 08/25/22 092922 none 06/11/21 06/21/21 122422 07/20/23 072123 07/2123 07/24/23 07/28/23 08/1823 08/25/23 09/29/23 11/20/23 12/11/23 12/21/23 12/26/23 01/17/24 01/22/24 01/23/24 01/23/24 664760DJ4 18266 CD 245,000.00 245,000.00 245,000.00 4.600% 244,951.00 maturity semi-annual maturity semi-annual semi-annual semiannual semi-annual maturity semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual maturity maturity maturity 856285WF4 6821336 CD 245,000.00 245,000.00 0.250% 240,024.05 14D69HAW1 58823 90270 CD CD CD CD CD CD CD CD CO CD CD CD C D 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 2.600% 242,581.85 239,757.00 29415LBZ3 45581ECP4 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 0.200% 24387 873 32992 _ _26876 35141 0.250% 239,191.05 240,031.40 239,916.25 244,931.40 235,935.00 235,533.20 240,528.75 240,401.35 235,408.25 234,452.75 244,652.10 244,652.10 87164DSR2 61773TDD2 78658RKXB 05580AXY5 89413QCVB 712303A09 07371DCT2 03784JSL9 63008MAG6_ 83407DALO 89788HCL5 33616CMC1 486206KR5 78726OR75 012788ZS7 1.000% 1.250% 4.700% 0.300% 0.250% 2.650% 2.750% 0.600% 0.200% 4.600% 4.600% 30012 7514 57833 16068 58590 26881 -- 9846 012023 072122 0123/22 none none 012324 59017 CD 245,000.00 245,000.00 245,000.00 4.600% 244,649.65 none 012624 A3 local 61,821.00 216,076.00 61,821.00 60,000.00 3.000% 59,967.60 200,000.00 semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semiannual semi-annual semi-annual semi-annual semi-annual semi-annual maturity 02/15117 02/1523 02/01/23 02/0123 AA local 216,076.00 200,000.00 4.000% none none 06/01/21 none 06/01/22 12/01/21 AA- local 108,038.00 108,038.00 100,000.00 4.000% 100,000.00 12/11/20 _ Saint Joseph MN Alexandria MN ISD#206 Snohomish Cty WI Monroe Woodbury NY Bangor ME Monroe WI Allegheny Cnty Pennsylvania _ Mora SD #332 _ MN I Saint Michael MN Polk Cnty, IA Chandler AZ _ Brooks Cnty TX ISD Zero Cpn 790739YY6 AA- local local local local local local local local local local local local 190,000.00 190,000.00 190,000.00 0.500% 183,785.10 11/1220 12/0123 015131LQ6 AAl AAl AA2 AA2 AA3 AA3 AAA 279,760.50 299,604.00 182,928.60 235,428.00 230,769.00 291,204.00 105,906.00 105,906.00 302,913.00 279,760.50 299,604.00 270,000.00 3.000% 0.450% 270,000.00 290,004.00 178,729.20 0121/15 02/0123 12/0123 833D86CX7 300,000.00 180,000.00 12/01/21 611441 P_H3 _ 0600954R4 611407KM8 01728VVHO 616395FH7 792767QH1 731197Y78 182,928.60 1.000% 12/22/20 06/01/23 1110123 0310123 235,428.00 240,000.00 225,000.00 _300,000.00 100,000.00 100,000.00 300,000.00 2.850% 1.500% 0.694% 3.000% 3.000% 3.000%1 237,168.00 224,739.00 291,441.00 100,000.00 100,000.00 298,515.00 295,368.00 1 175,467.60 11/21/18 1027/20 none 230,769.00 none 291,204.00 105,906.00 105,906.00 07/11/22 12/11/20 12/11/20 05/17/22 12/01/21 11/26/19 11/01/20 none none 12/01/22 01/01/22 none 1110123 02/0123 0210123 0610123 07/0123 0871523 AAA AAA _AAA AAA 302,913.00 158843YJ5 300,000.00 166,230.00 300,000.00 166,230.00 300,000.00 0 600%F 114385FS1 180,000.00 6,516,962.45 CD Description Cusip Number Credit RC #F DI DIC # Type Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market Value Interest Paid Date Acquired Coupon Date Maturiryl Due Date Hurst-Euless-Bedford Tx ISD Harris Cnty Texas Ice Deposit- National Sports Center 447819DZ3 414005SC3 none 3733842Q8 882723YM5 AAA AAA _local local 106,611.00 300,960.00 250,000.00 204,444.00 250,639.90 106,611.00 300,960.00 250,000.00 204,444.00 250,639.90 300,000.00 100,000.00 300,000.00 250,000.00 200,000.00 245,000.00 300,000.00 300,000.00 2.825% 2.473% 2.780% 99,140.00 295,527.00 250,000.00 200,000.00 semi-annual semiannual maturity semiannual semiannual semiannual semi-annual semi-annual semiannual semiannual semiannual semi-annual semi-annual semiannual semi-annual semi-annual semiannual semiannual semiannual semi-annual semi-annual semiannual semiannual semi-annual semiannual semiannual semiannual semiannuat semiannual semiannual - 11/17/20 04/12/22 02106/08 12/13/16 07/19/19 none 04101/13 none 08/15123 10/01/23 06/01/23 02/01/23 08/01/23 _ AAA AAA _ AAA AAA local Georgia State state state none none 06114/21 _ Texas St _ _ _ _ Fed Home Ln Mtg Corp Med Term Note Fed Home Ln Bank Fed Farm Credit Bank Fed Home Ln Mtg Corp Fed Home Ln Mtg Corp Fed Nag Mtg Assn Fed Farm Credit Bank Fed Farm Credit Bank Fed Home Ln Mtg Corp _ Fed Home Ln Mtg Corp Mad Term Note Fed Nag Mtg Assn Federal Farm Credit Bank Federal Home Loan Bank Fed Home Ln Mtg Corp Fed Home Ln Bank Fed Home Ln Mtg Corp Fed Farm Credit Bank Fed Farm Credit Bank Fed Home Ln Mtg Corp Fed Farm Credit Bank Fed Farm Credit Bank _ Fed Home Ln Bank Fed Nag Mtg Assn Fed Farm Credit Bank Fed Home Ln Bank - Haven Savings Bank Ally Bank Barclays Bank _ OceanFirst Bank _ American Expr Nag Bank Capital One Bank USA NA _ Capital One NA Mega Bank Sallie Mae Bank/Salt Lake Synchrony Bank Pacific Premier Bk 2.732% 242,510.80 3134GXFB5 US 300,000.00 0.220% 298,368.00 298,284.00 12/14/20 03/14/23 03/17/23 3130ALRG1 US 299,817.00 299,817.00 0.125% 04/28/21 09/17/21 3133EMVP4 US 299,811.00 299,811.00 300,000.00 1,000,000.00 300,000.00 600,000.00 500,000.00 300,000.00 400,000.00 300,000.00 0.125% 297,300.00 990,410.00 296,631.00 591,690.00 04/28/21 10/13/21 04/13/23 3137EAEQB _AAA AAA US 992,270.00 992,270.00 0.375% 12/20/21 10/20/20 04/20/23 3137EAER6 AAA AAA AAA AAA AAA AAA AAA AAA _ AAA _ AAA _ AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA US 301,452.00 301,452.00 0.375% 12/10/20 04/05/21 11105120 11122/20 12/08/21 06115/21 12126/20 06/30121 05/05/23 3135GD4Q3 US 600,906.00 600,906.00 498,155.00 300,000.00 398,596.00 300,000.00 1,301,322.00 500,120.99 05/22/23 3133ENDK3 US 498,155.00 _0.250% 0.350% 492,255.00 294,777.00 392,736.00 294,204.00 01/05/22 06/08/23 3133EMKG6 3137EAES4 3134GXHHO 3135G05G4 3133ENA83 3130ASHV4 US 300,000.00 0.200% 12/15/20 06/15/23 US 398,596.00 300,000.00 1,301,322.00 500.120.99 500,000.00 0.250% 0.220% 0.250% 3.000% 3.050% 0.250% 0.125% 0.250% 0.280% 0.200% 0.125% 0.550% 0.310% 0.250% 0.280% 0.900% 12/14/21 12/30/20 07/10/20 07/13/22 06/28/22 06/26/23 06/30/23 07/10/23 07/11/23 07/28/23 US US US 1.300,000.00 500,000.00 500,000.00 600,000.00 400,000.00 600,000.00 300,000.00 1,300,000.00 1,300,000.00 500,000.00 300,000.00 1,274,637.00 495,985.00 495,295.00 584,820.00 388,316.00 583,626.00 291,444.00 1,261,247.00 1,257,685.00 483,065.00 287,844.00 287,688.00 287,766.00 01/10/21 01/11/23 12/28/22 02/24/21 03/08/21 03/08121 03/14121 04/02121 04/16121 05/24/22 12/29/21 06/29/21 06/29/21 07/18/22 07/19122 US 500,000.00 600,456.00 399,224.00 600,567.00 300,000.00 1,298,751.00 1,294,003.00 497,895.00 300,000.00 300,000.00 3137EAEV7 3130AJXD6 3137EAEW5 3133EL6U3 3133EMBSO 3137EAEY1 3133ENEX4 3133EMN81 US US US US US US US 600,456.00 399,224.00 600,567.00 300,000.00 1,298,751.00 1,294,003.00 497,895.00 _300,000.00 300,000.00 300,000.00 12/10/20 08/13/21 07122/21 09/16/20 07122/21 09/16/21 01/05/22 06/30/21 12/29/20 12/29/20 01/18/22 08/24/23 09/08123 09/08/23 09/14/23 10/02/23 10/16123 11/24123 12/29/23 12/29/23 12/29/23 01/18124 01/19/24 US 3130AKJP2 3135GABNO 3133ENLF5 US US 300,000.00 300,000.00 500,000.00 400,000.00 245,000.00 300,000.00 499,700.00 400,000.00 US 499,700.00 481,570.00 3130AQFK4 US 400,000.00 0.760% 384,080.00 23,703,047.75 01/19/22 _ 240,1_04.90 41939HBQ4 30039 CD 245,0_00.00 245,000.00 245,000.00 245,000.00 245,000.00 2.750% semiannual semiannual semiannual semiannual semiannual semiannual semiannual semiannual semiannual semiannual semi-annual 08/10/22 02/10/23 02/09/24 02D07GNS8 57803 CD 245,000.00 245,000.00 1.300% 236,251.05 236,464.20 02/24/22 08/24/22 08/23/22 02123/24 02/23/24 03/08/24 04/01/24 04/29/24 04/29/24 04/29124 07/15124 09/03/24 09/09/24 06740KNV5 57203 CD 245,000.00 245,000.00 1.350% 02/23/22 67523TAFO CD 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 1.450% 1.950% 236,447.05 237,326.60 03/08/22 09/08/22 09/30/22 10/27/22 10/27/22 10/29/21 01/14/22 03/03/22 03/09/23 02589ABX9 _28359 27471 CD CD 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 03/30/22 04/27/22 14042TFR3 33954 4297 58401 58177 _ 27314 32172 245,000.00 2.550_% 2.550% 0.250%1 0.550%1 0.550%1 3.450% 238,598.15 238,598.15 14042RQV6 CD 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 04/27/22 04/29/21 58517JAH5 795450785 87165HC32 69478QGQ7 CD _CD CD 231,872.90 230,765.50 229,594.40 240,281.30 07/14/21 09/03/21 CD 245,000.00 09/09/22 3,649,851.50 local 442,510.80 state 13,091,723.00 US Less Than 3 Year Description Cusip Number Credit Raling/F DIC # Type Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market Value Date Acquired Coupon Date Maturity) Due Date Morgan Stanley Pvt Bank _ Signature Bank _ Dallas Capital Bank Fourth Capital Bank City Nall Bk - Bev Hills Eaglemark Savings Bank _ BMO Hams Bank NA _ _ Discover Bank _ Toyota Financial Sgs Bk Manuf 8 Traders Trust Co _ Unity Bank _ Everett MA _ Midland Texas K_ennebunkporl Maine Austin TX _ Plymouth -Canton MI Sch Dst Duluth MN _ Duluth MN Eau Claire WI _ Milwaukee Co WI New York NY Opelika AL South Milwaukee WI Will County IL Cmnty Zero Coupon Connecticut State Monroe Cty PA Birmingham AL Burlington VT Manchester New Hampshire _ Florence AL _ _ Hubbard Cnty MN Canutillo TX ISD_ Charleston SC 61768U4C8 82669GF02 234553CZ6 35115LAE1 178180GV1 34221 CD 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 2.700% 236,878.25 semi-annual 04/29/22 12/23/22 12/30/21 12/29/21 01/25/23 10/29/22 10/29/24 12/23/24 12/30124 12/30/24 01/27/25 03/03/25 04/28/25 04/28/25 08/19/25 12/15/25 12129/25 01/15/26 03/01/24 10/01/24 09/01/26 05/01/24 02101/25 02/01/25 04/0125 09101/25 11/01/25 11/01/25 10/0126 11/01/27 04/15/24 12/15/24 03/0125 11/0125 07/0126 08/0126 10/0127 57053 CD 245,000.00 245,000.00 245,000.00 4.500% 244,152.30 semiannual semi-annual quarterly semi-annual semiannual quarterly semi-annual semi-annual semi-annual semiannual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual maturity semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual 06/23/23 06/30/22 03/29/22 20727 59101 C_D CD 245,000.00 0.700% 227,281.60 245,000.00 245,000.00 0.600% 226,789.15 17281 34313 CD CD 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 245,000.00 4.500% 1.700% 0.700% 244,152.30 230,645.45 224,390.60 07/25/23 09/02/22 07/28/21 10/27/22 27004PCL5 03/02/22 04/28/21 D4/27/22 08/19/21 D56DOXCVO 16571 CD 245,000.00 5649 57542 CD CD 245,000.00 245,000.00 245,000.00 244,000.00_ 245,000.00 245,000.00 245,000.00 _ 244.000.00 317,883.00 354,452.60 250,000.00 359,971.20 282,489.00 29,767.20 455,000.00 300,348.00 287,969.70 301,506.00 301,848.00 327,798.25 159,000.00 497,725.00 294,867.00 83,255.20 2.800% 235,320.05 221,874.45 _254673870 89235MLH2 564759RN0 91330ADYO 299839E48 5977494R8 489299AV9 052397RE8 729429OZ6 264438ZL9 264439DA5 0.700% 02/19/22 06/15/23 06/28/23 07/15/22 03/0121 10/01/19 0310120 11/01/21 08/01/13 08/0122 588 245,000.00 4.500% 243,980.80 12/15122 12/28/22 01/25/22 08119122 07/14/22 10/02/19 09/27/22 12/05112 11/03/21 10/05/22 11/03/22 09/15/20 12/19/19 01125/19 08/25/09 06/23/22 07127/22 10/03119 _ 33503 AA+ AA1 AA1 AA1 _CD CD 244,000.00 300,000.00 370,000.00 250,000.00 360,000.00 300,000.00 30,000.00 455,000.00 300,000.00 285,000.00 300,000.00 300,000.00 325,000.00 500,000.00 500,000.00 300,000.00 80,000.00 250,000.00 285,000.00 250,000.00 4.150% 3.000% 0.613% 240,681.60 289,506.00 355,525.60 local local local local local local local local local local local local local local local local local local local 317,883.00 354,452.60 250,000.00 359,971.20 282,489.00 29,767.20 455,000.00 3.250% 245,772.50 2.124% 333,644.40 AA2 AA2 0.464% 2.625% 284,385.00 28,974.90 424,178.30 298,422.00 289,200.90 272,688.00 284,628.00 313,329.25 402,945.00 490,525.00 290,151.00 AA2 AA2 AA2 AA2 AA2 AA2 AA2 AA3 AA3 AA3 AA3 AA3 AA3 0.850% 300,348.00 4.000% 5.000% 0.800% 2.363% 3.350% 3.041% 2.430% 04/0123 _2784440S6 6022456F4 649660LG3 683489ZD3 838855ZV9 969078OM9 20772KGN3 610767TPO 09088RB70 122062G89 5623330V9 287,969.70 03/01/23 301,506.00 11/01/20 301,848.00 327,798.25 159,000.00 497,725.00 294,867.00 83,255.20 05/0120 04/01/19 none 10/15/19 12115/19 none 2.951% 77,665.60 235,045.00 282,115.80 230,735.00 256,190.00 256,190.00 2.306% 4.000% 1.971% 01/30/20 05/0120 289,172.40 289,172.40 07/14/22 03/19/20_ 01/01123 08/01/20 04/01115 339873UU3 251,055.00 251,055.00 443348DKO AA3 local 341,843.85 341,843.85 365,000.00 3.500% 352,644.75 semi-annual 10!18/22 138735YA7 AAA AAA AAA kcal local local 200,600.00 307,836.00 280,479.00 200,600.00 200,000.00 0.836% 192,524.00 semi-annual semiannual semi-annual semlannual 072920 08/1520 02/1524 160357XC8 041431VF1 307,836.00 280,479.00 300,000.00 300,000.00 1.250%1 0.640% 290,226.00 282,810.00 052621 09/0121 03/0124 Arlington Cnty VA 092922 09/0122 08/0121 08/0124 Hennepin Cnty MN 425507MF4 AAA local 405,312.00 405,312.00 400,000.00 4.000% 401,220.00 12/01/22 12/01/24 Ramsey Cnty, MN 751622SS1 AAA local 295,845.00 295,845.00 300,000.00 0.750% 279,936.00 semiannual 01/18122 02/01/21 02/01/25 Saint Louis Park MIN Suffolk VA Lewisville TX Alpine Utah Sch _Dist Columbus OH _ Asheville NC _ _ Charlotte NC 791740092 _AAA AAA AAA AAA local local local local local local local 180,005.00 150,000.00 251,825.00 300,078.00 293,235.00 229,369.50 180,005.00 175,000.00 4.500% 175,518.00 semiannual 09/0722 08/0123 02/0125 02/0125 02/15/25 03/15/25 04/0125 06/0125 0610125 86481ACU6 150,000.00 251,825.00 300,078.00 293,235.00 229,369.50 150,000.00 250,000.00 300,000.00 300.000.00 225,000.00 300,000.00 0.650% 1.270% 2.700% 2.960% 1.430% 139,792.50 235,492.50 290,085.00 290,556.00 211,036.50 semiannual semiannual semiannual semi-annual semi-annual semiannual 10/0521 02/0122 528815KR3 12/1421 04/19/22 09/1622 05/0420 0828/19 02/1522 09/15/22 10/0122 12/01/20 12/01/19 _ 021087YH8 199492W70 044033RW0_ 161035J04 AAA _ AAA AAA 296,317.00 298,317.00 1.790% 283,053.00 5,172,450.75 CD Description Cusip Number Crean Ratinit DIC # Type Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market Value •,F. ; Date Acquired Coupon Date Maturity/ Due Date Minnesota State McKinney TX Madison Wl Andover Massachusetts _ Bellevue WA _ Minneapolis MN Minneapolis MN Spl Sch Dist #1 Oregon Sl _ Wisconsin State _ _ _ Rhode Island State Maine State Texas St Transprtn Cmssn _ Utah St Fed Nall Mtg Assn_ Fed Farm Credit Bank Fed Home Ln Bank _ Federal Home Loan Bank Federal Farm Credit Bank Fed Home Ln Bank Federal Home Loan Bank Federal Home Loan Bank Fed Home Ln Bank Federal Home Loan Bank Federal Farm Credit Bank Federal Farm Credit Bank Fed Farm Credit Bank Fed Home Ln Bank _ Federal Home Loan Bank Federal Home Loan Bank _ Federal Home Loan Bank Fed Nae Mlg Assn 60412AZMB AAA_ kxxl 377,189.10 377,189.10 302,502.00 370,000.00 300,000.00 4.000% 1.000% 368,897.40 275,709.00 398,328.00 277,551.00 212,692.50 semiannual semiannual semi-annual semi-annual semiannual semiannual 08/23/22 07/14/21 02/01/23 02/15/22 08101/25 08/15125 58178CEN3 55844RXA7 034286FF6_ 0793654E9 60375BJN7 6037893UO AAA AAA AAA AAA _ AAA AAA AAl AAl local 302,502.00 local 403,360.00 403,360.00 400,000.00 4.000% 10/06/22 04/01/23 10/01125 local 281,388.00 281,388.00 300,000.00 1.330% 07/20/22 09/13/22 11118/21 11/01/22 11/01125 local 212,901.80 300,000.00 268,815.00 212,901.80 300,000.00 230,000.00 1.247% 06/01/22 06/01/22 none 11101120 none 12/01/25 local local 300,000.00 1.100% 274,374.00 12/01125 12115/25 05/01/24 268,815.00 300,000.00 1.150% 276,357.00 semiannual semi-annual semi-annual 04/22/19 12/11/20 02107/20 68609TWC8 97705MDW2 state state 254,082.50 201,126.00 254,082.50 250,000.00 0.795% 239,542.50 201,126.00 200,000.00 1.800% 193,654.00 05/01/24 762223MG7 AA2 state 319,545.00 319,545.00 300,000.00 300,000.00 3.000% 4.000% 294,504.00 298,350.00 semi-annual 10/21/21 08/01/22 08/01/24 56052AG75 882830AT9 AA2 AAA state state 300,747.00 300,747.00 semiannual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semiannual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual semiannual semi-annual semiannual semiannual 09/20/22 11/18/21 12/01/22 06/01/25 109,051.80 109,051.80 110,000.00 0.617% 103,540.80 361,847.15 293,172.00 483,110.00 295,086.00 295,566.00 487,560.00 292,854.00 293,247.00 295,080.00 282,705.00 491,615.00 490,465.00 490,750.00 281,109.00 _ 380,620.00 490,185.00 10/01/20 10/01/24 917542QV7 AAA state 378,508.26 378,508.28 1 367,033.33 3.539% 03/09/20 08/31/21 02/17/22 06/16/22 12/07/22 07/14/22 06/16/22 08/31/22 08/31/22 08/26/21 07/13122 07115/22 07/26/22 08/26/20 02/28/22 08/19/22 09101/22 11/01/22 01/01/11 08/05119 08/09122 09/08/14 07/01/25 3135GOV34 _ AAA US 316,302.00 316,302.00 496,695.00 299,844.00 295,395.00 300,000.00 500,000.00 300,000.00 300,000.00 500,000.00 300,000.00 300,000.00 300,000.00 300,000.00 500,000.00 500,000.00 500,000.00 300,000.00 400,000.00 500,000.00 300,000.00 2.500% 1.180% 3.250% 3.375% 2.625% 2.875% 3.125% 3.375% 0.400% 3.000% 3.150% 3.250% 0.420% 1.400% 02/05/24 02/09/24 03/08/24 _ 3133ENNJ5 AAA_ US 496,695.00 299,844.00 295,395.00 494,626.94 297,390.00 298,008.00 299,262.00 300,000.00 499,568.01 500,693.13 499,710.00 300,000.00 400,000.00 499,840.00 299,907.00 3130AOXE5 3130AT3H8 3133ENYH7 AAA AAA _ AAA _AAA AAA AAA AAA AAA AAA AAA _ AAA AAA AAA AAA US US 03/08123 12/10/22 12114114 12114/22 12/14/22 02/25/22 01/08/23 01/15/23 01/26/23 03/08/24 06/10/24 06114/24 06/14/24 06/14/24 06/25124 07/08124 07/15124 07/26/24 08/26/24 US 494,626.94 297,390.00 298,008.00 299,262.00 300,000.00 499,568.01 500,693.13 499,710.00 300,000.00 400,000.00 499,840.00 3130A1XJ2 3130ASHKB 3130AT4D6 3130ANSM3 3130ASME6 3133ENA91 3133ENC73 3133EL5D2 313OAQV75 3130AFBCO 3130AT6G7 3130ATT31 3135GOW66 US US US U:, US US 02126/21 US US US 08128122 08128/24 3.250% 03/13/19 03113/23 04/03/23 09/13124 09/13/24 10/03124 299,907.00 3.500% 295,428.00 _ AAA AAA US 299,319.00 299,319.00 300,000.00 4.500% 300,648.00 US 499,020.00 499,020.00 500,000.00 1.625% 478,245.00 02/17/22 04/15/20 10/15/24 Fed Home Ln Bank 3130AQG64 AAA US 400,000.00 400,000.00 400,000.00 1.000% 376,228.00 semiannual 01118/22 07/18/22 10118/24 Federal Home Loan Mortgage Corp 3134GX5Y6 AAA US 499,750.00 499,750.00 500,000.00 4.650% 498,105.00 semi-annual 11/15/22 05/15/23 11115/24 Fed Nall Mfg Assn 3135G06E8 AAA US 196,422.00 196,422.00 200,000.00 0.420% 186,070.00 semi-annual 12/15/21 05/18/21 11118/24 Fed Home Ln Bank 3130APR80 AAA US 498,995.00 498,995.00 500,000.00 0.750%1 468,420.00 semiannual 11/12/21 06/13/22 12113/24 Fed Home Ln Bank 313OAQF40 AAA US 473,768.19 473,768.19 500,000.00 1.000% 470,500.00 semi-annual 07/14/22 06/20/22 12/20/24 _ Fed Home Ln Bank _ Fed Home Ln Bank Fad Farm Credit Bank Federal Home Loan Bank Fed Nall Mill Assn Fed Home Ln Bank Federal Home Loan Bank 3130AQGT4 AAA US 496,170.00 496,170.00 500,000.00 1.100% 469.020.00 semi-annual 01/20/22 02/24/22 02104/22 09/16122 07/13/22 12/10/21 08/04/22 07/13/22 07/27/22 08/03/22 03/14/23 10/22/20 05122/22 01/25/23 01/13/25 01/27/25 02103/25 03/14/25 04/22/25 05/22/25 07125/25 3130AQMR1 3133ENMQ0 3130ATDL8 3135GO3U5 3130APVBB 3130ASTVI AAA US 491,850.00 491,850.00 500,000.00 1.250% 470,035.00 semi-annual semi-annual semi-annual semi-annual semi-annual semi-annual AAA AAA US 400,000.00 400,000.00 400,000.00 1.310% 376,488.00 396,012.00 US 398,896.00 398,896.00 400,000.00 3.750% AAA US 467,397.20 467,397.20 500,000.00 0.625% 462,235.00 AAA US 300,000.00 500,000.00 300,000.00 300,000.00 1.000% 3.550%1 278,682.00 488,690.00 AAA US 500,000.00 500,000.00 10,938,240.40 local 1,491,438.45 state 56,265,447.75 13,393,192.00 US 1- 5 Years 1,021,743.40 local 545,335.00 US 6 -10 Years Cusip Number Credit Rating/F DIC # Type Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market Value Interest Paid Date Acquired Coupon Date Maturity/Description Due Date Federal Home Loan Bank Fed Home Ln Mlg Corp Tennessee Valley Auth Ser E Federal Home Loan Bank Federal Home Loan Bank Fed Home Ln Bank Watedoo IA_ Allegheny Cnty PA St Paul MN Anoka -Hennepin MN_ _ISD #11 Vestavia Hills AL Fed Farm Credit Bank Fed Home Ln Mill Corp Med Tenn Note Fed Home Ln Bank 3130ASZ93 AAA AAA US 500,000.00 291,732.00 500,000.00 291,732.00 500,000.00 300,000.00 4.000% 0.375% 492,085.00 semi-annual semiannual 08/30/22 12/15/21 03/19/09 02/28/23 08/28/25 09/23/25 11/01/25 12/29/25 01/28/26 06/25/26 06/01/28 3137EAEX3 US 272,970.00 03/23/21 880591CJ9 AAA_ US 121,500.00 121,500.00 100,000.00 6.750% 106,801.00 semiannual none 3130AUCL6 3130ASPD5 3130ANSG6 941647UR8_ 01728VVN7 792882CAB 0363032R5 925479RY5 AAA _ AAA AAA AA2 AA3 AAA AAA AAA US 300,000.00 300,000.00 300,000.00 - -- 300,000.00 300,000.00 300,000.00 300,000.00 5.000% 4.000% 0.875% 299,121.00 semiannual 12/30/12 07/29/22 08/26/21 09/13/19 06/29/23 01/28/23 US 300,000.00 300,000.00 -- 173,216.40 204,746.00 294,423.00 semi-annual semi-annual - US — 269,862.00 02/25/22 - 30,995,321.60 local local local local local _ 173,216.40 204,746.00 170,000.00 200,000.00 2.600% semi-annual semi-annual 155,827.10 06/01/25 1.586% 172,388.00 08/20/20 12/11/19 01/25/19 07/16/20 11/01/20 05/01/20 none 11/01/28 05/01/28 02/01/30 02/01/32 04/21/28 09/29/28 07/26/29 240,000.00 323,613.50 240,000.00 323,613.50 202,566.00 240.000.00 350,000.00 200,000.00 2.400% 2.550% 219,244.80 semi-annual semi-annual semi-annual 312,063.50 162,220.00 202,566.00 1.870% 02/01/21 none 03/29/21 01/26/20 31331VLCB 3134GWUM6 3130AGT21 AAA AAA AAA US 106,030.45 106,030.45 199,500.00 300,000.00 100,000.00 5.250% 107,029.00 semi-annual semi-annual semi-annual 02/26/10 10/07/20 07/26/19 US 199,500.00 300,000.00 200,000.00 0.750% 2.640% 166,788.00 US 300,000.00 271,518.00 1,567,078.40 56,265,447.75 13,393,192.00 US 1- 5 Years 1,021,743.40 local 545,335.00 US 6 -10 Years INVESTMENT SCHEDULE - Money Market Funds January 31, 2023 Description Current Market Value YTD Interest Wells Fargo 1 lWells Fargo Government Money Market Fund $3,643,784.82 $22,177.30 4M 7 14M 1,560,010.64 5,512.02 4M PLUS 1 14M Plus 279,693.09 993.89 Grand Total Money Market Funds 1 $5,483,488.55' $28,683.21 Updated: 217/2023 Y 0 F O ` 1 L. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER. MINNESOTA 55304 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City Administra FROM: Commander Paul Lenzmeier - Anoka County Sheriff s Office SUBJECT: Anoka County Sheriffs Office Monthly Report - Sheriff DATE: February 21, 2023 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 PATROL DIVISION CITY OF ANDOVER - JANUARY 2023 OFFENSE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YTD 2023 YTD 2022 Call for Service 949 949 1,122 Burglaries 1 1 26 2 34 Thefts 26 Crim Sex 2 2 1 0 2 Assault 1 Dam to Property 6 6 4 Harass Comm 0 0 1 PI Accidents 9 9 10 PD Accidents 48 48 51 Medical 75 75 167 Animal Complaint 33 33 37 Alarms 37 37 36 Felony Arrests 10 10 6 GM Arrests 8 8 3 Misd Arrests 30 10 10 DUI Arrests 6 6 4 Domestic Arrest 0 p 4 Warrant Arrest 5 5 10 Traffic Stops 219 219 188 Traffic Arrests 44 qq 51 DUI Offenses: Day of Week: Sunday Monday Tuesday Wednesday Thursday Friday Saturday 3:16 PM 9:40 PM 909 PM 9:46 PM Time: 6:18 AM 9:04 PM Patrol Division Quarterly Report Page 9 PATROL DIVISION CITY OF ANDOVER CSO'S ACTIVITY -JANUARY - MARCH 2023 OFFENSE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YTD 2023 YTD 2022 Call for Service 84 60 j75 40 20 0 84 75 Accident Assist 7 7 7 Vehicle Lock Out 11 11 13 Extra Patrol 7 7 22 House Check 0 0 0 Business Check 0 0 0 Animal Complaint 15 15 12 Traffic Assist 0 0 10 Aids: Agency 1 1 51 Aids: Public 50 50 38 Paper Service 0 0 0 Inspections 0 0 0 Ordinance Viol 0 0 2 City of Andover - CSO's 140 121 120 100 84 84 80 60 j75 40 20 0 Current Last YTD YTD Month Month 2023 2022 Patrol Division Quarterly Report Page 10 2/2123, 3:17 PM VisiNet Browser: 21.102.194.8 - Problem Type Summary Problem -- 3:17 PM 02/02/2023 3:17 Data Source: Data Warehouse Agency: LAW ENFORCEMENT Division: Andover Law Day Range: Date From 1/1/2023 To 1/31/2023 Exclusion: Calls canceled before first unit assigned d Med Breathing Select a format v Export ?+ L6 -Phone Call V Th S Slum Q Per C it 2 L2 -Urgent H Med Un 4 Med F d Med Breathing 75 L6 -Phone Call L Hal d F Struc Es Dc MA De Broads Alam and re. LO -Highest Priority 1 it 2 L2 -Urgent usp 1 -3 -Priority 4 per= PW gg-- on 5 LS -Non Priority )rd zir— L6 -Phone Call 7 .on old Diff MA ass ure :ort mP iris ast CO 911 ooam0000m V Ifu 4v Count 60 80 1 -2 -Urgent L3 -Priority L4 -Report 1 -5 -Non Priority L1 -Emergency LO -Highest Priority M 1 -6 -Phone Call 1 -7 -Lowest Priority Prior itv Descriotion 0 LO -Highest Priority 1 LS -Emergency 2 L2 -Urgent 3 1 -3 -Priority 4 1 -4 -Report 5 LS -Non Priority 6 L6 -Phone Call 7 L7 -Lowest Priority Problem Type 0 911 Abandon Abuse AbuseP AlarmB Priority 3 4 5 6 7 Total https://visinetbrowser.acw-psds.orgMsiNelBrowserlReports1problemTypeReport.aspx 1/4 00000000© ooam0000m https://visinetbrowser.acw-psds.orgMsiNelBrowserlReports1problemTypeReport.aspx 1/4 2/2/23. 3:17 PM AlarmCO AlarmCOill AlarmF Alarm Fsmoke Alarm Holdup AlarmV Alarm WF Animal AnimalResc Arson Assault AssaultP Boat Assist Bomb BombP Broadcast Burg BurgP Civil CivilP 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 In F Gas 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 Resale Fight Flood in Flood out Fraud FraudP FU FW Gun Harass Info Lift Assist Liq Lockout LockoutP VisiNet Browser: 21.102.194.8 - Problem Type Summary r oo©0000© r 00000000 r oosa0000 r 00000000 r 00000000 r 000000ao r 00000000 r 0000m©a® r 00000000 r 00000000 r 00000000 r 00000000 r 00000000 r 000000ao r 00000000 r 000000mm r 000©000© r 00000000 r 000000ao r 0000moom r 00000000 r 0000®aa® r 0000000© r oomoo®a® r 0000®oo® r 00000000 r 00000000 r 0000000© r 000000®m r 00000000 r 00000000 r 00000000 t 000a0000 t 00000000 r 000000ao r 000000ao r 00000000 r 00000000 r 00000000 r 00000000 r oa000000 r 000aooao■ r 000a0000 r 00000000 r ooaooaoo r 000000ao r 00000000 r oa000000 r o000000a r 00000000 r 0000©mo® r 00000mmm r 0000a000 r 00000©oo r 0000000© 000000000 a000m000m 0000000ao ooaoomoam 0000©ooa© https:l/visinetbrowser.acw-psds.orgMsiNetBrowser/Reports/ProblemTypeReport.aspx 214 2/2123, 3:17 PM VisiNet Browser: 21.102.194.8 - Problem Type Summary MA MASS Med- Med Alarm Med Allergic Med Assault Med Bleed Med Breathing Diff Med Breathing Not Med Chaking Med Drown Med Electro Med Fall Med Heart Med Hold Med ILL Med Info Med OB Med Priority Med Seizure Med Stab -Gunshot Med Stroke Med Uncon Medex Misc MiscO Mutual Aid Law Noise NoTag Ord Other Park PD Person PI POR Property PW REPO -TOW RJ RoadClosure Robbery RobberyP Shots Slumper StolenProp Suicide SuicideP Susp SUSPP Theft TheftP Threat ThreatP Traf Tres UNK Unsecure Vand VandP Veh Theft VehTheftP Weapon Weather Welfare WelfareP r 0000moam r 00000000 r m000000m r 00000000 r 000a0000 r 00000000 0000000® 000000ao r 00000aoo 00000aoo r 00000000 r oa000000 r m000000m r oa000000 r 000a0000 r 00000000 r 00000000 r 00000000 r ©000000© r 00000000 r 00000000 r 0000mmom r oaoom®am r 000000ao r 00000000 r 000000©© r 00000000 r 00000000 r oaoo®©om r oaom000m r oaoa000© r 00000000 r 0000©oo© r 00000©ao r 000000©© r 000000ao r 000©000© r oa000000 r 000000ao r 00000000 r as©000a© r 000aaoo© r 000©a©oa r 000©0000 r oo©omoo® r 00000000 r 0000moom r ooa00000 r 0000000© r 00000000 r oaoom©om r 0000©000 r 000a0000 r 00000000 r oa000000 r oaooai000 a00000000 000000000 000000000 00000®©o® 000©0000© httpsJ/visinetbrowser.ac psds.orgMsiNetBrowsertReports/ProblemTypeReport.aspx 314 2/2/23, 3:17 PM WT Total VisiNet Browser: 21.102.194.8 - Problem Type Summary Go Back pose https:llvisinetbrowser.acw-psds.orgMsiNetBrowser/ReportsIProblemTypeReport.sspx 4/4 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City Ad Joe Janish, Community FROM: Jake Griffiths, Associate Planner SUBJECT: Consider Lot Split —14034 Crosstown Blvd NW — Thomas May - Planning DATE: February 21, 2023 ACTION REQUESTED The applicant has requested that this item be removed from tonight's agenda as they will not be able to attend the meeting. The City Council is requested to remove Item #13. Consider Lot Split — 14034 Crosstown Blvd NW from the agenda. It is anticipated to be brought back to the City Council for review at the first meeting in March. Re ctfixlly sub 'tted, Jake Griffiths Associate Planner 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers FROM: Jim Dickinson, City Administrator SUBJECT: Appeal Hearing — Cannabinoid License Denial DATE: February 21, 2023 REOUIRED ACTION: The Council is requested to hold an Appeal Hearing for a Cannabinoid License denial for: HA Smokey's Tobacco Inc. d/b/a Smokey's Tobacco and Vape, 1714 Bunker Lake Blvd. NW, Suite 106, Andover, MN 55304. Owner of the business is Hussein Alobaidi. DISCUSSION: Smokey's Tobacco and Vape doing business at 1714 Bunker Lake Blvd. NW, Suite 106, Andover, MN (Owner - Hussein Alobaidi) has appealed the City's denial for a license to sell cannabinoid products in the City of Andover as allowed by Andover City Code Title 3 Chapter 9. See attached appeal from Smokey's Tobacco and Vape legal counsel Elliot Ginsburg with Garner, Ginsburg & Johnsen, PA. The City's denial is based on 3-9-3-K Location and Proximity restrictions of being within one thousand (1,000) feet of any alcohol or drug treatment facility. City Administration and the City Attorney will offer supporting confirmation of the City's denial for City Council's consideration at the hearing in addition to this staff report. Items in the appeal (City response in italics): The appeal letter states "the city issued a denial on January 4, 2023, but only notified our client of this denial on January 13, 2023, resulting in about one and one-half weeks of lost time to prepare an appeal". City response: The denial letter was dated January 4, 2023, and mailed January 4th to the business address listed on the application (see attached): 1714 Bunker Lake Blvd. NW, Suite 106, Andover, MN 55304. The appeal letter states "Ms. Michelle Harmer, Andover's city clerk, told our client that she called the Nystrom & Associates mental health clinic at issue and asked whether the clinic was an alcohol and drug treatment facility. Ms. Hartner told Mr. Alobaidi that the clinic stated it was not a substance use disorder treatment facility but that it may be one in the future". City Response: Ms. Hartner stated to Mr. Alobaidi "the City Administrator contacted Nystrom and was told yes they area treatment facility". The City Administrator also relied on Nystrom website information and has subsequently received a letter from Nystrom's Chief Operating Officer and General Counsel (attached). The appeal letter states that before an application was submitted the city clerk stated, "that the city was going to deny the application due to the existence of a nearby mental health clinic". City response: The City did tell Mr. Alobaidi his cannabinoid application would likely be denied because of the location and proximity to a drug and alcohol treatment facility. It's the City's practice to be upfront with all applicants based on the licensing requirements. The appeal letter states on December 21 st Mr. Alobaidi sent his manager in to City Hall to pick up the application. Again, the city refused to provide the application. City response: According to Smokey's Tobacco and Vape - Mr. Alobaidi's application, under the workers compensation notice, Mr. Alobaidi states he does not have any employees. (In a May 2022 letter Mr. Alobaidi was informed if he had employees, he was to notify the city.) Also Ms. Hartner was not in the office on December 21st., staff member Anne Heppell did have a man come in and ask about an application, she gave him Ms. Hartner's business card and told him to email Ms. Hartner and she would email him the application. Ms. Hartner did not receive an email with that request. The appeal letter states, "Mr. Alobaidi then returned to city hall on December 23 and spoke to the person working at the front desk about getting an application, but the city employee informed our client that Ms. Hartner was the only one with license applications and that she was out of the office until December 27." & "On December 26, our client emailed Ms. Hartner, wishing her a Merry Christmas and asked why he was unable to get an application. He also stated that the Andover, MN location was not a drug or alcohol treatment facility. Ms. Hartner responded on December 27 with a copy of the application." City response: City Hall was closed December 23rd and December 26th. City Council had approved the cannabinoid license fee at the December 20`h meeting. The application needed to be updated. Ms. Hartner was out of the office December 21-27 and December 30 - January 2. Per appeal letter Mr. Alobaidi stated others were given the application. City response: One other business requested an application, owner of CBD RS Steban Kabalan. The owner of Pure X -hale contacted the City Administrator asking for clarification on the City Code and was informed at their current location in Clocktower Commons they would be denied due to location and proximity restrictions. Since then, CBD RS was denied a license for location and proximity restrictions and Pure X -hale relocated to a location that did not fall into location and proximity restrictions. Per appeal letter, legal counsel is claiming disparate treatment of their client by the City, stating the city violated the Equal Protection Clause. City response: This claim is unfounded, and it is very disappointing that it was even raised. Mr. Alobaidi was issued a 2022 and 2023 tobacco license by the City. REQUESTED ACTION: The City Council is asked to review the attached appeal, receive a brief presentation from City Administration and receive a brief presentation from Stookey's Tobacco and Vape legal counsel. The Council will be asked to either uphold City staff's denial or provide an alternative direction on how to proceed with the Cannabinoid License for Smokey's Tobacco and Vape. submitted, Jim Attachments: - Cannabinoid License denial summary - Appeal from Smokey's Tobacco and Vape legal counsel - City documents BUSINESS INFORMATION: HA Smokevs Tobacco Inc. BUSINESS NAME (Individual or Company) 1714 Bunker Lake Boulevard NW Andover, MN 55304 STREET NUMBER & NAME CITY STATE ZIP TYPE OF BUSINESS CONDUCTED AT LOCATION: Tobacco Shop IS THE BUSINESS LOCATED WITHIN ANY OF THE LOCATION RESTRICTIONS: No: Yes: X Explain: If the business is located within a location restriction the application is denied and the business owner has the right to appeal the denial in writing within twenty (20) days of the date of the notice of rejection, a public hearing before the City Council. /gfa3 C45 CANNABINOID APPLICATION REVIEW CITY CODE CANNABINOID LOCATION AND PROXIMITY RESTRICTIONS: No license shall be issued to any Retail Establishment located within a residential zone district. Additionally, no license shall be issued if the proposed location is within one thousand (1,000) feet of one or more of the following locations: (1) Any school, church with a daycare or childcare establishment located within a commercial zone, with the distance computed by direct measurement in a straight line from the nearest legal parcel line of the land used for the school, church or childcare establishment to the nearest external portion of the building in which the licensed Retail Establishment is proposed to be located. (2) Any other Retail Establishment licensed pursuant to this Chapter, with the distance computed by direct measurement in a straight line from the nearest external portion of the building in which one (1) Retail Establishment is located to the nearest external portion of the building in which the other Retail Establishment is proposed to be located. In the event that the City receives two (2) or more applications for a license with proposed locations within one thousand (1,000) feet of each other, the City shall act upon only the first complete application received and shall not issue a license to subsequent applications proposing to be located within one thousand (1,000) feet. (3) Any alcohol or drug treatment facility, with the distance computed by direct measurement in a straight line from the nearest external portion of the building in which the alcohol or drug treatment facility is located to the nearest external portion of the building where the Retail Establishment is proposed to be located. cil@@f°`\ GGJ))GARNER, GINSBURG & JOHNSEN, P.A. January 18, 2023 BY MAIL & EMAIL: i.dickinsonCa�andovermn.aov City of Andover c/o Jim Dickinson, City Administrator 1685 Crosstown Boulevard Andover, MN 55304 333 Washington Avenue N., Suite 300 Minneapolis, MN 55401 Office: (612) 259-4800 Fax: (612) 259-4810 Re: Appeal License Application Denial for Smokey's Tobacco and Vape 8liMelm R1 0 IT We represent Hussein Alobaidi and his business HA Smokeys Tobacco Inc. d/b/a Smokey's Tobacco and Vape. We understand that Andover, MN passed an ordinance requiring any retail seller of products containing cannabinoids to be licensed by the city. While we appreciate the city's concerns, its denial of a license to our client runs contrary to the licensing ordinance itself and contrary to public policy. Andover's denial of a license to our client should be reversed, and our client's application for a license should be granted immediately. The City's stated reason for denial is that that Mr. Alobadi's store is located near a mental health clinic. However, the Nystrom & Associates clinic serving as the basis for denial is not a licensed substance use disorder treatment facility and therefore, cannot serve as the basis for denying our client a license to sell cannabinoids. Moreover, we are concerned that the city has violated the Equal Protection Clause in the way it has treated our client. Among other things, it refused to provide our client with an application because the city clerk said the application would be denied. The delay in providing our clientwith an application was not only based on unjustified legal grounds, but also prejudiced our client's ability to ultimately obtain a license as the time of filing the application is relevant to whether license(s) are given. Also, the city issued a denial on January 4, 2023, but only notified our client of this denial on January 13, 2023, resulting in about one and one-half weeks of lost time to prepare an appeal. Finally, the city's denial of Mr. Alobaidi's license application is harmful to Andover residents, particularly those suffering from chronic pain or who — in fact — use cannabinoids as a way to treat methadone and heroin addiction. As the ordinance harms those it is designed to protect by applying overbroad and burdensome limitations to cannabis retailers not seen in the tobacco and alcohol industries, the ordinance itself is overbroad, capricious, and contrary to public policy. www.yourfranchiselawyer.com G?F�k BACKGROUND Mr. Alobaidi was born in 1991 in Sofia, Bulgaria where his family lived. His parents were Iraqi but were living in Bulgaria because Mr. Albaidi's father worked there as a petroleum engineer. Mr. Alobaidi and his parents moved to the United State in 2008. He was a senior in high school at the time. After graduating, he attended school part time and is earning a mechanical engineering degree. While attending college, he simultaneously worked a full- time job, serving as a medical interpreter/care coordinator for the University of Minnesota Medical Center and Fairview Riverside. His job involved working in the transplant department for international patients who used to come from the Middle East for organ transplants and bone marrow transplants. Then, in 2017, he opened a T-Mobile/MetroPCS business at the Rosedale Mall. One year later, he purchased another T-Mobile/MetroPCS location in St. Louis Park. He continued to expand despite also working at his full-time job at the University of Minnesota Medical Center and Fairview Riverside. He is now one of the largest T -Mobile dealers in Minnesota with 13 stores located all over the state. In 2021, Mr. Alobaidi opened his first smoke shop because he was able to sell certain cannabinoid products where the cannabinoids were derived from hemp. Being an entrepreneur, he saw an opportunity to get into a developing and growing market. He now has seven tobacco licenses and a license to sell cannabinoids in St. Cloud, MN. ARGUMENT A. No Drug or Alcohol Abuse Treatment Facility Nearby The city claims that it denied our client's application because our client's business is located near a substance use disorder treatment facility and the ordinance prohibits any seller of cannabinoids from being within 1,000 feet of a drug or alcohol treatment facility. While Mr. Alobaidi's business is near a mental health clinic — Nystrom & Associates — this Nystrom & Associates location is not a licensed substance use disorder treatment facility. According to Minnesota law, the mere fact that it may offer mental health services does not make it an alcohol or substance abuse treatment facility. In fact, alcohol or substance abuse treatment facilities are specifically licensed as such in Minnesota pursuant to Minn. Stat. § 245G. Minn. Stat. 245G.02 prohibits a person from offering substance use disorder treatments without a license issued pursuant to 245G. In order to obtain and hold such license, several requirements must be met, including without limitation: (a) an initial services plan within 24 hours of the day of service initiation — the plan must be "person -centered" and "client- specific," address the client's immediate health and safety concerns, and identify the treatment needs EJ k^ o\� of the client to be addressed during the time between the day of service initiation and development of the individual treatment plan; (b) a comprehensive assessment of the client's substance use disorder must be administered face-to-face by an alcohol and drug counselor and this includes, a description of the circumstances on the day of service initiation, a list of previous attempts at treatment for substance misuse or substance abuse disorder, a list of substance use history, specific problem behaviors exhibited by the client when under the influence of substances, physical and medical concerns or diagnoses, mental health history, arrest record related to substance use, whether the client has a social network expected to support the client's recovery, etc.; (c) each client must have a person -centered individual treatment plan developed by an alcohol and drug counselor within ten days from the day of service initiation for a residential program and within five calendar days on which a treatment session has been provided from the day of service initiation for a client in a nonresidential program; (d) documentation of treatment services; (e) offer each of the following services: (i) individual and group counseling; (ii) client education strategies to avoid inappropriate substance use and the necessary lifestyle changes to regain and maintain health; (iii) a service to help the client integrate gains made during treatment into daily living and to reduce the client's reliance on a staff member for support; (iv) a service to address co-occurring disorders; and (v) treatment coordination provided one-to-one by an individual who meets the qualifications In Section 245G.11, Subd. 7 (which requires staff to meet a number of obligations, including, at least 2,000 hours of supervised experience working with individuals with substance use disorders); and (f) a license holder must participate in the drug and alcohol abuse normative evaluation system by submitting information about each client to the commissioner in a manner prescribed by the commissioner. A license holder must submit additional information requested by the commissioner that is necessary to meet statutory or federal funding requirements. The Nystrom & Associates location serving as the basis for the city's denial of our client's license application is not such a licensed facility. Attached as Exhibit A is a list of licenses issued to Nystrom & Associates, and it shows that Nystrom & Associates has 32 active substance use disorder treatment licenses and 4 inactive licenses, not a single one of which is for the Andover, MN location. This raises an additional concern with the denial of our client's application for a license to sell cannabinoids. Ms. Michelle Hartner, Andover's city clerk, told our client that she called 3 the Nystrom & Associates mental health clinic at issue and asked whether the clinic was an alcohol and drug treatment facility. Ms. Hartner told Mr. Alobaidi that the clinic stated that it was not a substance use disorder treatment facility but that it may be one in the future. The ordinance, however, only applies to substance use disorder treatment facilities that actually exist — it states: "[N]o license shall be issued if the proposed location is within one thousand (1,000) feet of ... any alcohol or drug treatment facility." The clinic is not a substance abuse treatment facility and even if it may attempt to become one in the future, that is woefully insufficient to justify a denial of our client's license application. By that logic, no license would be available to any business because there is always a possibility that a building within one thousand feet of any business will eventually house a substance abuse treatment facility. The ordinance does not contemplate potential locations for alcohol or drug treatment facilities (nor could it), but only substance abuse treatment facilities that actually exist. Because Nystrom & Associates holds no substance abuse treatment facility license at its facility in Andover, it cannot serve as the basis for denying our client's application. B. Discriminatory Treatment in Violation of Equal Protection Clause It is also important to note that the city refused to provide our client with an application form to obtain the necessary license for several days despite numerous requests. • Our client initially requested the application form on December 16, 2022 when it submitted its tobacco license renewal application. The city clerk, Ms. Hartner, said that she would email our client with a copy of the application. • After not receiving a copy of the application for a few days, our client went to city hall in person to ask for a copy of the application. The city clerk refused to provide the form to our client, stating that the city was going to deny the application due to the existence of a nearby mental health clinic. • After receiving this information, our client went to the clinic at issue — Nystrom & Associates — and asked if they provided drug and alcohol treatment and two women at the front desk stated that they did not offer such services at this Andover location but that Nystrom did offer the services at its Coon Rapids location. • On December 21, our client sent its manager to Andover City Hall to pick up the application. Again, the city refused to provide the application. • Mr. Alobaidi then returned to city hall on December 23 and spoke to the person working at the front desk about getting an application, but the city employee informed our client that Ms. Hartner was the only one with license applications and that she was out of the office until December 27. 0 • On December 26, our client emailed Ms. Hartner, wishing her a Merry Christmas and asked why he was unable to get an application. He also stated that the Andover, MN location was not a drug or alcohol treatment facility. Ms. Hartner responded on December 27 with a copy of the application. • After filling out the application, Mr. Alobaidi submitted it in person to Ms. Hartner on December 29. Ms. Hartner again informed him that the city was going to deny his application because of the Nystrom & Associates mental health clinic near our client's business. In addition to the fact that the business resulting in the denial is not an alcohol or substance abuse treatment facility, there are a number of other reasons that the city's behavior is concerning. First, other retailers seeking the same license were given applications upon request or at least prior to our client's receipt of the application. The city's disparate treatment of our client is concerning — the Equal Protection Clause prohibits precisely this type of discrimination. In fact, an equal protection claim is stated when a plaintiff alleges that a defendant intentionally treated it differently from others who are similarly situated and that no rational basis existed for the difference in treatment. Higgins Elec., Inc. v. O'Fallon Fire Prot. Dist., No. 15-1222, 2016 WL 690849 (8th Cir. Feb. 22, 2016). The city had no basis to provide the application to our client later than it provided the application to others. While the timing of receipt of a license application is not always cause for concern, it is particularly troubling in this instance because the ordinance expressly gives preference in certain circumstances to those businesses that were the first to apply for a license. City Code 3-9- 3(K)(2). Second, our client is of Middle Eastern descent. His name is Hussein Alobaidi. The fact that the city readily provided license applications to similarly situated businesses before providing a license application to our client (despite our client's repeated requests) suggests there was an intent to discriminate against our client in violation of the Equal Protection Clause. Third, it was clear that the city was not interested in even considering his application and had — prior to receiving his application — already decided and expressly told him that it would deny him the ability to sell cannabinoid products. This is further evidenced by the city's delay in notifying Mr. Alobaidi of the denial until January 13, 2023 even though it issued the denial on January 4, 2023. Thus, the city appeared to attempt to foreclose our client's ability to appeal the denial by depriving him of over a week and a half to prepare. The city's refusal to consider Mr. Alobaidi's application appear purely pretextual and its stated reason for refusal lacks any rational basis. 5 C. Arbitrary and Unreasonable Ordinance Finally, the ordinance itself is arbitrary and unreasonable and therefore unenforceable as the ordinance adopts far greater restrictions for cannabis retailers than analogous ordinances regulating alcohol and tobacco retailers. In order for a city ordinance to be valid, it must embrace and uniformly affect all who are similarly situated, and distinctions which separate those who are included from those who are excluded must, on some reasonable view of facts, be genuine and substantial so as to provide reasonable basis for imposition of special legislative regulations as distinguished from merely capricious and arbitrary. Constr. & Gen. Laborers Union Loc. 563, AFL-CIO v. Cityof St Paul, 270 Minn. 427,434-435 (1965). Here the distinctions between those who may or may not operate a business near a substance abuse treatment facility is not reasonable. A liquor store, for example, may be located nearby a substance use disorder treatment facility. There is, in fact, no zoning restriction for liquor licensed facilities with respect to substance use disorder treatment facilities. The National Institute of Health under the U.S. Department of Health and Human Services issued information about research regarding cannabinoids and their use in treatment of opioid addiction: "Now, research suggests there may be another medical use for CBD: as a treatment for opioid use disorder. This counterintuitive notion — that treating one substance use disorder with a substance that comes from a psychoactive plant that can be addictive — is an exciting new angle in the race to find more ways to help people who struggle with opioid use disorder." https:Hheal.nih.gov/news/stories/can-cbd-treat-ovioid- use-disorder. Alcohol, on the other hand, has no benefit for those suffering from opioid addiction. In fact, treatments for opioid addiction are contraindicated with alcohol use and alcohol use creates significant problems for those suffering from opioid addiction — "Alcohol misuse among individuals receiving agonist treatment for an opioid use disorder is common and is associated with significant morbidity and mortality. At present, though substantial research highlights effective strategies for the screening, diagnosis and management of an alcohol or opioid use disorder individually, less is known about how best to care for those with a dual diagnosis especially since common treatments for opioid addiction may be contraindicated in a setting of alcohol use." That is to say, common opioid treatments should not be used for those with alcohol abuse disorders. https://ascpiou rnal.biomedcentral.com/articles/10.1186/sl 3722-016-0065-6. Andover's Mayor Bukkila acknowledged this problem at the September 20, 2022 council meeting at which this ordinance was discussed. The meeting minutes reflect that the Mayor "caution against going further than the regulations against alcohol and tobacco sales." Our client even holds a tobacco license — the city overstepped its authority arbitrarily and for no legitimate reason. It is unreasonable for the city to so severely restrict the ability of people to obtain cannabinoids while allowing the sale of alcohol to be relatively unrestrained (even if located near a substance use disorder treatment facility). CONCLUSION We respectfully request that our client's denial be rescinded and that the city grant it a license to sell cannabinoids in light of the above. Furthermore, if a reversal of the denial is not forthcoming, we request that we be given an opportunity to have our appeal heard in front of the City Council at an upcoming meeting or hearing. Our client has invested nearly $500,000 in building out his Andover, MN shop knowing that he would be able to sell hemp -derived cannabinoid products from that location. He also signed a 5 -year lease for the location. If the denial is upheld, his business will struggle to survive, jobs will be lost, and many patrons will be forced to drive to other cities to obtain cannabinoid products, taking commerce away from Andover. Please let us know when we will have such an opportunity. You can reach me at elliotna.hoppvlawvers.com or phone at 612-259-4806. This letter of appeal is submitted without prejudice to any arguments that may otherwise be available to our client. Sincerely, GARNER, GINSBURG & JOHNSEN, P.A. t?"t�`1r Elliot R. Ginsburg eginsburg(a)vourfranchiselawver.com ERG:bb Enclosures Awf)l EXHIBIT A-1 Summary List of Licenses issued by the Department of Human Services to Nystrom & Associates usnu He Course iy Name of AeeraaU.AEGevur Aaarec4nun S." 1a 02342 Rbammoe Nystrom 8201 N OR CAD 4 STE 203 Mankaro MN SFal.17SI be.— NyM—gVZ.QmnbeNa Ave Otte. MN SOBS]6091bsoticeN .9a 071RRI—Blvtl BIB Lake MN 105aR8 Sum.—N NyaMm 8 11k1 Rattle Delon; OrNe... Eck. Fra, MN ]0$6910 Eub5dMe Nyadam 813965felcon Dr BeaRr MN 105635351bfbMe Nyaken 8332WfevSk]72300 OW.Ur MN ]OfiM1:.b50nce N11Mm,8 8W1.d1Dr SR270 ...or'. "Geo Me NysPam B]36Frl eN OrtleN Are Go MN 10767929rbsmrce Nymom 8116W ROUND WBE BLVD NW Mlnneapn MN 10290735rbe.— Nysbam gful DeNer Or Wrcell MN ]0391'0 Srbsdrze Nysbom 81101 E 38N Y Ste 1W Woo -not MN "n E. Nymam 81103 HAZEL➢NE BLVD ME 330 Ralska MN 1109363 Ron. ice Nymom Bl)02MIUEfl TRUNK HW( STE 2(DuluN MN 1109218 SM, Famtt"0" 81315 i0WEPORWETE100 Elf,eater MN 110915' Rb:.— "0"ARBOP FRSME COD Cool Gr MN ]]0W11 Rbse-v Nyamm a 0",11 ST W .—,or . 11oM31 kbsOMe Nysmom 8305... W Alexanxim. ]]0%235 abemnee Nyamam8]24TYLEfl RDS RouvAg MN 11093Z65sbioMe Mlo mBa638VIROP FAiHFE900 Hugo MN 1110x24 Srbebnta Nys bom.18568EAMAVERCIED VO11Moc MN 10A6755Srb,Mnm NysFom8x011RhRM RaAam MN 1097414 kbstance Nysbom$817 N Mein St CarMd,e MN 130559) SAU minor Nysuam 817685 JURPEPFATH 4E 303 Lakeville AIR SSOEfiOI Eubsbrcz Nysuan 8114MAINMNSTE2018 Huttlrinwi Mry 1111132RuReMe Nysmom 81155 CENTRE POINTE DR ME 8 Mendota t Me I n42195rbs0rce Nyamam 8119 FRIBEPG AVE Fergus Fall MN E04103 MmW Ho4room 9190)9Ner Lk RJ Silt¢ 110 Nfee 6Ngb MN 1038/x6 AbsdMe NysbOm 91R0guar Lk Rd our I10 New Brian MN 104MI85As¢me NW mom$ 3300 W 147dr St 572204 AppleVallr MN IICoOK kbspntt Nys bom$ 2405 OF 9 S 9E 200 Moorhei 1106831. MOM Me Nysmom 9 ACED FRANCE AVE 551E 425 Edina MN IIOX90 SO o. Me Nysmom 81071970WN 50UM E DR N E Blaine MN F..16 an bo. Me Nystrom a 131 W Wayxa ra Or. Re 200 Mmrom.l.fe 11IN26Cur bsta Me Nysmom A 26811 EN ELLING AVE N 51 E 200 Poatvllle MN WAR11 CMtl Pomr Nymam Ludlowlel.fer A&l.dl—ErikI N—Ne4c None 110W1551baM1rce NKmam E D.. STATION ST B1g LTAe 044 Lp Come Imak Uca¢e50Ll—He Gpadly 111. OI LII Features- ..a Momirg( HMw Him CAmem E l FirA.F- 5603135ER—EmN(MD) 225 Amve NymomB Nonce SFEEKlln Mimeo. l/L2urm IAJID.NO. 55330 Wright (763)746-ACWe Nn0em8 Nm Red,None yetlalDln Mlmewe w4n.'AR0]3 a.. 55309 Sherburne, 1763) 364. Np.& Ron rks, None `J'alalhln MtmennlAlpMIp81/1/20]3..WYNBF 553d4 He ... pin (952) 7a6� Mmek A,m—B m.Re4CNone kNalMn MirvcevOgpppppp IA120M ptlpNOWAN 56625 Cmw Wln{I21g.29-Active N"—a Nor, NoVe None $Makin Mmn—up W4120101/1/2023 tltlYW0p 558M RL oris (218)722MeekNyaban8 Nun Re9c None SpecW1,m MF—..72020202)1 ]A/2023 I.. 55125 WasW%WEM) 714 And- Nybam8 NmRe4CNOn¢ kttl&Iitn Mtmew®NtlWW 1/1/2023.$ -a -p 55363 Hennepin (]63)416 Peve N,n-9 Nm-Pes'cNone R"N eMimesMe 3/1/3014 1/1/2023 tltlp ft .a.1OCAnoka Q.)363-Mtive onn8 Nm'RCVCNone kwlal9n Mr—No...... 1/1/2033 lRea pp 563n Rearm (218)631 Active Nppgn$ Nor Re9¢None RMEefllO Mme Neor.....WW 1/]/2023..1702817 55431 X enar(651)60d-Mtive —a Nor, reacrone SpalalNrn MimewEr l/1/20161/1/3033.pMtltl.p 5SRCSOCCarver (953)39$-Aem, N,O.8 Non-ireeMon, kttl6lt$In Mlnnew®.. 1)1/202311.PMWM 55811444SL Louis (651)628 Acme Nyevpn8 Nm-R,OE. ne 5pslaid, Mlmew@"I RON 1/1/2023""PkA 5503336C...rEM651)390�Molve NysVan8 Nm Fork.— Renrillen Mlmewd p.pMM. L/20. IN. SS16-163W.-mae:(OR) AM. Dried ATH,mom 8 Nm RearNem kn]elllln Mlmewd 1/5/202Z 1/5/3033 tltlpYtlpb 5C.1.1gdmami (11C)... Acgve V,.—A .—Ne4cNoce SmCUIxln Mlmew..AlM fA/2D33 NO. ..-343Dau81as 3M)46D-Active N,mmmS N—Ne4c None Sm,nalro.Mtmew®.1/1/2023 Ntl4PNNY SAaku 173CMd'we (6$1)933- Dosed as rNysoOm$ Nm'Re4c None Rect. f—Mime-ta— NA ]A/2023 tlMNMNN 5503gL0CVAwFNgN 1651) 364. Dosed as rNyvan 9 Non-Re4CNone yttlmliln Mtmeso®NtlbpW.... ......p 551M 11ERenery (651)661 AcOve NWVM9 Nnr RescNone $Ma1xlnMlnnesOp WpYYAb 1/1/2033 tltlbtlYpptl 559EN 01mste0 (5071 M6 Acrtve Nnmomg Nm PeIrRone k¢cENRn Mimemta Ntlbtltltltl 1A/Z033..-a-, 550.'01ssntl (763)325-M8ve Nxmon9 N—R.aeNone RMa1VTn M, -HA. V1/ZO]91/1/2023 tltlptl. 55(144ugmakota (953) 214 0oseclaScri,m Pm 8 N—FVNIcNOne Oreeleattln Mlmewa VIIM211/1/3033..p.ptl8p 553M)181MLmE (320)353-Acgve ey,men9 N-ReLCNom {'darer. Miam.m...A ]An.. N.MYM 55120-127DekoM (651)461 Active Nyman9 NomPe9¢None COMCRU1n Mlm okmaiYbbbtl IA12023 ON" 0 56537V3COMo Tall (89)693. Aeve Nymwn8 Van K. Nom ked.kIn M....GM... 1,1/2033.. 55112 Pemry 1651)628'Acbve Nymwn8 SatraIRMLocation(s)rt Menta HeMimewb NWNgN 14/202304001 55112 Ramay 65NOQS AMEA Nymcmg Norr-Re4CNone *CcNiiin MtmewbNWMW 11/2023 NO""' 5512. Oak.. (952).3 Active NnVcmB Am'fle4LNone smaAlxin MlnM..Ma . 1/1/2023....... 56560-422CIey (218)331 ANve NWUM9 NmAe4CNone Sptttalitn MlmewblNYWW 11/20n 44"...Y MQ54SCHemepin(651)628-Mtive NriVwnB Nm FMeNone kttlelliie Minnewb R4/20311/1/Zm3 E..I.tl E5M91FIAmka (651)628 MUve NpmwnB Nm-Pe4ca.r. yttiefin Minnembarraga tl1/1/2ma tltltlbtltltlp 55304.—On (952)306 -Melee .,e-8 Nm'ReRcrone afkaer en M,-.. WWp 1/1/2023 tltlp.YN.B 55113383PamaN (651)364-ANve Ny,vorn8 Nom Feier— Suall.ten Mline.®N.MtlpNN Val.. NMNWpN Stearin Mdve Annie, Ar ZAuOa Family Mid Foscr Village Rat 9/1/X1694/2021 Nranuoup 55349000SIM,Wrre(363) 309 Active NpVwnR AAAWO tla Nam kv14aIt11n Mlmewb YibM1YbltL ]/1/2023--, Rq4 EXHIBIT A-2 Detailed List of Licenses issued by the Department of Human Services to Nystrom & Associates wT,\1 VM23,10:20PM Search rest ts, MN DHS Licensing Info Lookup it Licensing Information Lookup Search results Helpful Links: These results are based on the following search criteria: New s earcb 0 Program: nystrom Glossoftems Instructions: To view the details of a particular provider, select the provider's name to view its profile. Color Key: may provide services may not provide services Send Results to CSV File The search result, including details, are Search Results: 36 available inaVfil. Licenses Information abort .SVfilc 32 Active Licenses 4 Non -Active Licenses Program time andlicense status. TTvstrom A Lia =Active License address, phone, county, license number and/or type of service. 201 NBROAD ST STE 200 Mankaatoto License number: 1102342 Ma, MN 56001 Type of service: Substance Use Disorder (507) 225-1500 Treatment Blue Earth County Program name and license status. Nystrom &Associates ITDActive License address, phone, county, license number and/or type of service. 9245 Quantrelle Ave License number: 1047017 Otsego, MN 55330 Type of service: Substance Use Disorder (763) 746-9492 Treatment Wright County Program name and license status. Nystrom & A s o i at s T. d Active License address, phone, county, license number and/or type of service. hltpslsice Singlookup.dhs.state.mn.usRResalts.aspx?s=False&aRrt=False&crc False&atrnioFelseae=0&dsfpr-False&hcbsbs., False&dsfsd=Fa1... 1.AB 10 t,FR,Q 1/1723, 1020 PM Search results, MN DHS Licensing Info Lookup 11010 Prairie Lakes Drive #350 License number: 1054908 Eden Prairie, MN Type of service: Substance Use Disorder (952) 746-2522 Treatment (952) Hennepin County Program name and license status. I4ve rom & Associates i td Active License address, phone, county, license number and/or type of service. 13045 Falcon Dr License number: 1054910 Baxter,(218) 8 MN 56425 T pe of service: Substance Use Disorder Crow Wing o Treatment Crow Wing County Program name and license status. hlysimm & Associates Ltd Active License address, phone, county, license number and/or type of service. 332 W Superior St License number: 1056353 (218)Duluth, MN 55802 Type of service: Substance Use Disorder (218) Louis Con Treatment S[. Louis County Program name and license status. Nystrom & Associates Ltd Active License address, phone, county, license number and/or type of service 1811 Weir Dr Ste 270 License number: 1063776 Woodbury, MN Type of service: Substance Use Disorder (651) 7149646 Treatment (651) Washington County Program name and license status. Llystrom & Associates Ltd Active License address, phone, county, license number and/or type of Hennepin County Program name and license status. Zlyst�om &Associates Ltd Active License address, phone, county, license number and/or type of service. 11660 ROUND License number: 1076732 LAKE BLVD NW Type of service: Substance Use Disorder hepslAlcensinglockup.dhs.stale.=.usRiewks.aspx?a=Felseacdtrt=False&crfcr—False&crtrtti False&e=D&.dsfpr—False&hcbsbss=Felse&dsfsd=Fel... 218 11 service. 13603 80th Circle N Maple Grove, MN License number: 1066559 T,pe of service: Substance Use Disorder (763) (763) 416-1489 Treatment Hennepin County Program name and license status. Zlyst�om &Associates Ltd Active License address, phone, county, license number and/or type of service. 11660 ROUND License number: 1076732 LAKE BLVD NW Type of service: Substance Use Disorder hepslAlcensinglockup.dhs.stale.=.usRiewks.aspx?a=Felseacdtrt=False&crfcr—False&crtrtti False&e=D&.dsfpr—False&hcbsbss=Felse&dsfsd=Fel... 218 11 mp1 111723,1020 AM Search results. MN DHS Licensing Info Lookup Minneapolis, MN Treatment 55433 (763) 767-3350 Anoka County Program name and license status. jyystrom & Associates T rd Active License address, phone, county, license number and/or type of service. 101 Dehler Dr License number: 1079073 (smell MN 56377 IWe of service: Substance Use Disorder Steams s County Treatment Steams County Program name and license status. Zlystrom & Associates Ltd Active License address, phone, county, license number and/or type of service. 1101 E 78th St Ste 100 License number: 1079440 Bloomington, MN Type of service: Substance Use Disorder (651) 6043250 Treatment (651) Hennepin County Program name and license status. Zlystrom & Associates ITD Active License address, phone, county, license number and/or type of service. 207 Jefferson Blvd Big Lake, MN License number: 1088760 55309 Type of service: Substance Use Disorder (763) 367-6080 Treatment Sherburne County Program name and license status. Nystrom & Associates i dd Active License address, phone, county, license number and/or type of service. 401 16th St SE Rochester, MN License number: 1096755 55904 Type of service: Substance Use Disorder (507) 516-0300 Treatment Ohnsted County Program name and license status. blystrom & Associates T_td Active License address, phone, county, license number and/or type of service. 817 N Main St License number: 1097414 Cambridge, MN Type of service: Substance Use Disorder 55008 Treatment httpsJAlcensinglockup.dhs.state.W.usMewh.aspx?a=Falseacdtd=False&chcc=Falseauamr-Felseae=D&dsfpv=Falseahcbsbss=Felse&dsfsd=Fel... 3B 12 6pQ 1/1723,1020 PM SemM results, MN DHS Licensing Info Lookup (763)325-0300 Isami County Program name and license status. PIY Strom & Associates LTD Closed as of 12/31/2022 License address, phone, county, license number and/or type of service. 17685 .JUNIPER PATH STE 303 License number: 1108597 Lakeville, MN Type of service: Substance Use Disorder 55044 Treatment (952) 214-8959 Dakota County Program name and license status. Nystrom & Associates T id Active License address, phone, county, license number and/or type of service. 114 MAIN ST N STE 201B License number: 1108601 Hutchinson, MN Type of service: Substance Use Disorder (320) 753-0778 Treatment (320) McLeod County Program name and license status. Nyamm &Associates T td Active License address, phone, county, license number and/or type of service. 1107 HAZELT NE BLVD STE 370 License number: 1109061 Chaska, MN 55318 Type of service: Substance Use Disorder (952) 395-1441 Treatment Carver County Program name and license status. Nystrom & Associates LTD Active License address, phone, county, license number and/or type of service. 1702 MILLER TRUNK HWY STE License number: 1109062 209 Type of service: Substance Use Disorder (651) 628-956666 re Duluth, MN Treatment St. Louis County Program name and license status. Nystrom & Associates J id Active License address, phone, county, license number and/or type of service. 1715 TOWER DR License number: 1109218 W STE 100 Type of service: Substance Use Disorder hdpslAimnsinglookup.dhs.state.m.usMesuhs.espz?a=Felse&cdid=FalseacrfcFFelseBcrtmhGFelm&e-0&dsfpr-Felseahcbsbss=Felm&dsfsd=Fel... 4/8 13 1/1723,1020 AM Stillwater, MN Treatment 55082 (651)390-5001 Washington County Mg Search results, MN OHS Licensing Info Lookup Program name and license status .Nystrom & Associates Ltd Closed as of 12/31!2022 License address, phone, county, license number and/or type of service. 6936 PINE ARBOR DR S STE 200 License number: 1109464 Cottage Grove, MN Type of service: Substance Use Disorder 55016 Treatment (651)461-2903 Washington County Program name and license status. jgvatrom & Aaaociates i rd Active License address, phone, county, license number and/or type of service. 112 1 ST ST W License number: 1109811 Bemidji, MN 56601 Type of service: Substance Use Disorder (218) 888-8032 Beltrami County Treatment Program name and license status. Zlystrom & Associates Ltd Active License address, phone, county, license number and/or type of service. 305 30TH AVE W Alexandria, MN License number: 1109831 56308 Type of service: Substance Use Disorder (320) 460-8028 Treatment Douglas County Program name and license status. Nystrom & Associates Ltd Closed as of 12/31/2022 License address, phone, county, license number and/or type of service. 124 TYLER RD S Red Wing, MN License number: 1109923 55066 Type of service: Substance Use Disorder (651)977-5001 Treatment Goodhue County Program name and license status. Nystrom & Associates T td Closed as of 12/31/2022 License address, phone, county, license number and/or type of service. httpsJAimnsinglookup.dhs.state.rm.usrttesuhs.aspx?a=False&cAld=False&akaFalse6vhM�Felse&e=O&dsfpwFalw&hcbsbss=False&dsfstl=Fel... 5/e 14 whl 1/1723,1020 AM Search results, MN DHS Licensing Info Lookup 4638 VICTOR PATH STE 900 License number: 1109926 Hugo, MN 55038 Type of service: Substance Use Disorder (651)364-3839 Treatment Washington County Program name and license status. Nystrom & Associates Ltd Active License address, phone, county, license number and/or type of service. 1856 BEAM AVE Maplewood, License number: 1110424 Mapood, MN Type of service: Substance Use Disorder (651) 661-6550 Treatment (651) Ramsey County Program name and license status. Nystrom &Associates Ltd Active License address, phone, county, license number and/or type of service. 1155 CENTRE POINTE DR STE 8 cense number: 1111132 Mendota Heights, 5120 Type of service: Substance Use Disorder (651) MN) 461-61-8033 Treatment Dakota County Program name and license status. Nystrom & Associates lAd Active License address, phone, county, license number and/or type of service. 119 FRIBERG AVE Fergus Falls, MN License number: 1114219 56537 Type of service: Substance Use Disorder (844) 697-8766 Treatment Otter Tail County Program name and license status. Nystrom & Associates, I,�td Active License address, phone, county, license number and/or type of service. 1900 Silver Lk Rd Suite 110 New Brighton, MN Certificate number: 804103 55112 Type of service: Mental Health Clinic (651)628-9566 Ramsey County Program name and license status. Nystrom & Associates. -Ltd Active License address, phone, county, license number and/or type of service. hapslAimnsinglockup.dhs.state.nn.us/RewAs.aspx7a=Fe1M&dld=False&Mtt=False&af hrc-False&e=G&dsfpr-Felse&hcbsbss=False&dsfsd=Fal... 6/8 15 111723,1020 AM Search results, MN DHS Licensing Info Lookup 1900 Silver Lk Rd, SuiteLicense number: 1038746 New Brighton, MN Type of service: Substance Use Disorder (65 1)628-9566 12 Treatment (65 Ramsey County Program name and license status. Nystrom & Associates, Ltd. Active License address, phone, county, license number and/or type of service. 7300 W 147th St Ste 204 License number: 1047018 Apple Valley, MN Type of service: Substance Use Disorder (95 2)997.3020 24 Treatment (95 Dakota County Program name and license status. blystrom & Assosciates Ltd Active License address, phone, county, license number and/or type of service i •r�.ibi310VIV STE 200 Ltd Active Moorhead, MN License number: 1105032 service. Type of service: Substance Use Disorder (218) (218) 331-4866 Treatment Clay County Program name and license status. Eystrom & Assosciates Ltd Active License address, phone, comity, license number and/or type of phone, county, license number and/or type of service. 6600 FRANCE 10729 TOWN AVE S STE 425 License number: 1106835 Edina, MN 55435 Type of service: Substance Use Disorder (651)628-9566 Treatment Hennepin County Anoka County Program name and license status. Ew rom & Assosciates Ltd Active License address, phone, county, license number and/or type of service. 10729 TOWN SQUARE DR NE License number: 1107190 Blaine, MN 55449 Type of service: Substance Use Disorder (651) 628-9566 Treatment Anoka County Program name and license status. Nystrom and Associates LTD Active License address, phone, county, license number and/or type of service. httpslAlcensinglookup.dhs.state.w.uslResoas.espx7e=False&cdtd=False&crfcc=False&nhMFFelse&e=O&dsfpr-False&hcbsbss=False&dsfsd=Fel... 7B 16 G 1/1723, 1020 AM Search results, MN DHS Licensing Info Lookup 13100 Wayzata Blvd Ste 200 License number: 1095156 55305 Minnetonka, MN T,pe of service: Substance Use Disorder (952) 206-2040 Treatment (952) Hennepin County Program name and license status. niyctrom Associates Ltd Active License address, phone, county, license number and/or type of service. 2680 SNELLING AVE N STE 200 License number: 1110426 Roseville, MN Type of service: Substance Use Disorder 13 Treatment (65 (65 1)364-9381 Ramsey County Program name and license status. hlystrom Ludlow Jennifer A& Ludlow Erik C Active License address, phone, county, license number and/or type of service. Stearns County License number: 1083077 Type of service: Child Foster Care Program name and license status. Nystrom Residential Treatment LLC Active License address, phone, county, license number and/or type of service. 19580 STATION ST License number: 1108615 Big Lake, MN T,pe of service: Substance Use Disorder 55309 Treatment (763)309-2021 Sherburne County htlpslAlcensinglookup.ahs.state.rm.usRiewfts.aspx?amFalw&cdlrt=False&crfcr-False&crftii False&e=O&Esrpv=Felse&hcbsbss=False&dsfsd=Fel... 8/8 17 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV January 4, 2023 HA Smokeys Tobacco Inc. Hussein Alobaidi 1714 Bunker Lake Blvd. NW, Suite 106 Andover, MN 55304 Dear Mr. Alobaidi, Administration has denied your cannabinoid application, enclosed you will find check #5250 in the amount of $500.00 that was submitted with the application. Sincerely, y Michelle Hartner Deputy City Clerk Enclosure 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV THIS APPLICATION, FEE AND REQUIRED DOCUMENTATION MUST BE FILED AND A LICENSE OBTAINED BEFORE YOU CAN LEGALLY ENGAGE IN BUSINESS IN THE CITY OF ANDOVER, MINNESOTA. APPLICATION FEES ARE REFUNDABLE ONLY IF APPLICATION IS WITHDRAWN PRIOR TO APPROVAL. INCOMPLETE APPLICATIONS ARE NOT ACCEPTED. CANNABINOID LICENSE APPLICATION Lim -1101 yIiq1061NIT, e11IIf] kiI HA Smokeys Tobacco Inc BUSINESS NAME (Individual or Company) 1714 Bunker Lake Blvd NW Ste 106, Andover, MN 55304 STREET NUMBER & NAME CITY STATE ZIP ADDRESS (IF DIFFERENT FROM ABOVE) CITY STATE PHONE NUMBER: (6121735-9359 ALTERNATE NUMBER: ( 1 TYPE OF BUSINESS CONDUCTED AT LOCATION: Tobacco, CBDITHC Shop BUSINESS OWNERSHIP INFORMATION: TYPE OF OWNERSHIP: L] Individual L] Partnership E] Limited Liability Corporation (LLC) Z Corporation (INC) HA Smokevs Tobacco Inc LLC OR CORPORATION NAME Hussein Alobaidi (President) address 2716 103rd Ct NE Blaine MN 55449 phone number 612-735-9359 NAME OF OWNERSHIP, PARTNER(S) OR OFFICERS, TITLE, HOME ADDRESS AND PHONE NUMBER (attach additional sheets as necessary) I AM THE OWNER OF THE BUSSINESS: [Yes F-1 No (if no you must attach a written statement from the business owner that authorizes you to apply for the business license on behalf of the business owner) PREMISE/PROPERTY INFORMATION: THE PROPERTY AT WHICH I AM REQUESTING A LICENSE FOR, I ❑ Own [Rent F --I Lease ❑ Other. (If you rent or lease the premises, you must attach a copy of your fully executed rental or lease agreement or a notarized statement from the property owner that you are authorized to operate such business or provide such services on the property) C%s 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV May 19, 2022 Hussein Alobaidi Smokey's Tobacco and Vape 1714 Bunker Lake Blvd. NW, Suite 106 Andover, MN 55304 Dear Mr. Alobaidi, The City Council at their May 17, 2022 meeting approved your tobacco license. According to the Certificate of Compliance submitted as part of your application, you indicated you have no employees. If this changes, you are to notify the City immediately so the information can be updated on the license. I have enclosed a copy of the City Code for your review. Sincerely, Michelle Hartner Deputy City Clerk Enclosure CERTIFICATE OF COMPLIANCE: MINNESOTA WORKER'S COMPENSATION LAW PRINT LEGIBLY IN INK OR TYPE Minnesota Statute, Section 176.182 requires every state and local licensing agency to withhold the issuance or renewal of a license or permit to operate a business or engage in any activity in Minnesota until the applicant presents acceptable evidence of compliance with the workers' compensation insurance coverage requirement of Minnesota Statutes, Chapter 176. The required workers' compensation insurance information is the name of the insurance company, the policy number, and the dates of coverage, or the permit to self -insure. If the required information is not provided or is falsely stated, it shall result in a $2,000 penalty assessed against the applicant by the Commissioner of the Department of Labor and Industry. ALL APPLICANTS: I certify that the information provided on this form is accurate and complete. If I am signing on behalf of a business, I certify that I am aut)I orized to sign on behalf of the business. Signature: Printed Name: Hussein Alobaidi Title: President Date: 12/28/2022 I am not required to have worker's compensation insurance coverage because: P/I have no employees ED I have employees but they are not covered by workers' compensation law. (see Minnesota Statute 176.041 for list of excluded employees) Explain why your employees are not covered: COMPLETE THIS PORTION ONLY IF YOU ARE INSURED: A valid worker's compensation policy must be kept in effect at all times by employers as required by law. Business Name (Individual name only if no company name is used): DBA (if applicable): Address (must include street address): Insurance Company Name (not agent): Workers Compensation Policy No.: Effective Date: Expiration Date: IF SELF-INSURED — ATTACH A COPY OF THE PERIIIIIT TO SELF -INSURE NOTE: If your worker's compensation policy is canceled within the license period, you must notify the agency who issued the license/permit by resubmitting this form. January 24, 2023 iTROM S0CIATES James Dickinson (via e-mail J.Dickinson@andovermn.gov) City Administrator City of Andover Dear Mr. Dickinson: Brighton Professional Building 1900 Silver Lake Rd, Suite 110 New Brighton, MN 55112 This letter is to provide you with information about services provided at our Andover clinic. We treat patients with alcohol and drug addiction at our facility. We have a clinician that provides medication assisted therapy (i.e. prescribes suboxone) to treat patients with substance use disorders. In addition, many patients that seek therapy treatment at our facility have co- occurring mental health and addiction disorders. Please let me know if you have any questions. Thank you. Sincerely, Anh Le Kremer Chief Operating Officer and General Counsel 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers FROM: Jim Dickinson, City Administrator SUBJECT: Administrator's Report DATE: February 21, 2023 Administration & Department Heads present at the meeting will provide a brief verbal update on various items of interest to the City Council and to the residents at the meeting. Listed below are a few areas of interest: 1. City Department Activities 2. Update on Development/CIP Projects 3. Legislative items 4. Meeting reminders Upon receipt of the meeting packet, if a member of the Council would like an update on a particular item, please notify me so an adequate update can be made.