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HomeMy WebLinkAboutCC - May 7, 20241685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, May 7, 2024 Call to Order — 7:00 p.m. Pledge of Allegiance Resident Forum Agenda Approval 1. Approval of Minutes (4/16/24 Regular; 4/23/24 Workshop) Consent Items 2. Approve Payment of Claims — Finance 3. Award Bid/23-12/Crosstown Blvd. NW Trail — Engineering 4. Approve Plans & Specs/Order Ad for Bids/24-18/Public Works West Parking Lot Construction — Engineering 5. Approve Declaration of Encroachment ROW/1357 — 152nd Ln. NW/23-12 — Engineering 6. Order Improvement/Order Plans & Specs/24-32/Fiber Optics for City Utilities/Well #9 & LS #10 & #11 — Engineering 7. Approve Used Vehicle Sales License —Administration 8. Accept Dedication of Easements — 17130 Ward Lake Dr NW — Planning 9. Approve City Code Amendments & Summary Ordinance for Publication — Title 8: Public Ways and Property, Title 1: Administration, Title 3: Business and License Regulations — Planning 10. Approve an On -Sale Wine License —Administration 11. Declare Surplus Equipment/Property — Finance 12. Approve Demolition Contract 2511 & 2513 Bunker Lake Blvd — Planning 13. Approve Implementation of Lexipol — Fire 14. Approve Massage Therapist License — Administration 15. Approve Resolution Accepting Contribution from Andover Football Association - Finance Discussion Items 16. Public Hearing — Consider Vacation of Easement — Outlots B, C, and D in Legacy at Petersen Farms — Planning 17. Consider Final Plat — Legacy at Petersen Farms Second Addition - Planning 18. Consider a Planned Unit Development (PUD) Amendment and Conditional Use Permits (CUP) for two drive-throughs for the property at 15170 Bluebird Street NW (PID 23-32-24-32-0025). (Applicant: SMNPT 1, LLC) - Planning 19. Consider City Code Amendments & Summary Ordinance for Publication — Title 12: Zoning Regulations, Title 11: Subdivision Regulations, Title 9: Building Regulations, and Title 13: Planning and Development — City of Andover (Applicant) - Planning Staff Items 20. Administrator's Report —Administration Mayor/Council Input Closed Session — Discuss Pending Litigation Anderson Variance Adjournment C I T Y O F NNDOVE^ • 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVE RMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City Administrator FROM: Michelle Hartner, City Clerk SUBJECT: Approval of Minutes DATE: May 7, 2024 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration, and submitted for City Council approval: April 16, 2024 Regular DISCUSSION The minutes are attached for your review. ACTION REQUIRED The City Council is requested to approve the above minutes. Respectfully submitted, Michelle Hartner City Clerk Attach: Minutes 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 REGULAR ANDOVER CITY COUNCIL MEETING —APRIL 16, 2024 MINUTES The Regular Bi -Monthly Meeting of the Andover City ( Bukkila, April 16, 2024 at 7:00 p.m., at the Andover City Andover, Minnesota. Councilmembers present: Councilmember absent: Also present: Jamie Barthel, Ted None City Administrator, City Attorney Scott PLEDGE OFALLEGIANCE RESIDENT FORUM No one came AGENDA APPROVAL was called to order by Mayor i85 Crosstown Boulevard NW, and Randy Nelson Motion by Nelson, Seconded by Barthel, to approve the Agenda as presented. Motion carried APPROV March 26, 2024 Workshop Meeting: Correct as written. April 2, 2024 RegulaYMeeting. -Correct as written. April 8, 2024 Board of ReviewMeeting: Correct as written. Motion by Barthel, Seconded by Nelson, to approve the March 26, 2024 Workshop meeting, April 2, 2024 Regular meeting, and April 8, 2024 Board of Review meeting minutes as presented. Motion carried unanimously. CONSENT ITEMS Item 2 Approve Payment of Claims Item 3 Approve Plans & Specs/Order Ad for Bids/24-20/Water Treatment Plant Radon Mitigation Regular Andover City Council Meeting Minutes —April 16, 2024 Page 2 1 (See Resolution R046-24) 2 Item 4 Approve Pine Hills North Building/23-41 3 Item 5 Approve Massage Therapist License 4 Item 6 Adopt Resolution Setting Annual Income Level for Senior Citizen and Disabled 5 Individuals for Deferral of Assessments and Reduced Sanitary Sewer Rates (See Resolution R047- 6 24) 7 Item 7 Approve Park Exclusive Use Permit/Andover Lions Club 8 Item 8 Receive March 2024 City Investment Reports 9 Item 9 Receive March 2024 General Fund Budget Progress Report 10 Item 10 Declare Surplus Equipment 11 Item I I Authorize Initiating 2025 Well #9 Backup Generator 12 13 Motion by Nelson, Seconded by Butler, to approve of the Consent Agenda as read. Motion carried 14 unanimously. 15 16 ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT 17 18 Commander Paul Lenzmeier provided a monthly report for March including 950 calls for service, 19 with a year-to-date total of 2,886 calls for service. He shared there were two burglaries reported, 20 including one at Andover Optical. He noted they have not seen business related burglaries in a 21 long time. He shared there were 15 thefts reported for the month, seven of which were reported 22 from Walmart. He added there were four felony arrests, four gross misdemeanor arrests, 12 23 misdemeanor arrests, and seven DWI arrests. He said three of these DWIs occurred at 133`d and 24 Round Lake Boulevard where deputies often work traffic enforcement on Round Lake Boulevard. 25 He noted all of these arrests resulted from the individuals being pulled over for speeding. He said 26 there were 294 traffic stops for the month and 83 citations were issued. He noted significant events 27 including when officers were called to Walmart because of some juveniles acting disorderly and 28 assaulting one of the staff members. He shared two of these individuals were cited for disorderly 29 conduct. He added they also reported to a call-in regard to two structure fires within the same 30 neighborhood within hours of each other. He noted they investigated this to determine if the fires 31 were started intentionally and they discovered that one of the fires was sparked by a cigarette butt, 32 and the other was unrelated. He shared there was also an incident where a teenager from Anoka 33 was riding in the passenger seat of a car and shooting other vehicles with a BB gun. He said March 34 was a very busy month for the Sheriff's Office. 35 36 Councilmember Nelson asked about the DWI arrests on Round Lake Boulevard and how fast the 37 fastest car was going. Commander Lenzmeier said one car was driving 72 MPH in a 45 MPH zone. 38 39 Councilmember Nelson asked if this individual was intoxicated. Commander Lenzmeier said yes. 40 He explained this individual refused to test after he was pulled over. 41 42 Councilmember Nelson asked if driving over 20 MPH over the speeding limit is considered 43 endangerment where someone could lose their license. Commander Lenzmeier said it depends on 44 the driving conduct. City Attorney Baumgartner added it also depends on how the deputies charge Regular Andover City Council Meeting Minutes —April 16, 2024 Page 3 1 it. He said if the deputy checks the box for `endangerment' then it is handled differently. He added 2 the deputies do a good job to make sure the right boxes are checked. 3 4 Mr. Baumgartner shared they are seeing a lot higher readings for DWIs, with an average of 1.4 5 and 1.5 blood alcohol content. He said they are also seeing these DWIs at all times of the day. 6 7 PRESENTATION- QCTV ANNUAL REPORT 8 9 The City Council is requested to receive a presentation from Executive Director Karen George and 10 Communications Coordinator Seamus Burke regarding QCTV updated from the past year as well 11 as future initiatives. 12 13 Councilmember Barthel, the QCTV Commission Chair introduced Executive Director Karen 14 George and Communications Coordinator Seamus Burke from QCTV. 15 16 Ms. George gave the annual update on QCTV. She gave a background of QCTV and reviewed 17 their Strategic Plan. 18 19 Mr. Burke reviewed the different communication channels used by QCTV, including their 20 programs The Post, Live and Local, City Matters, and their bulletin boards. He discussed 21 Andover's presence on the QCTV website. He reviewed the website traffic versus the YouTube 22 views. He reviewed their social media statistics. He shared the top stories of 2023 for Andover 23 were Andover Football, the Live and Local programs, the Andover High School Graduation, the 24 Mrs. Taco salsa contest, and the profile on the Eveland Family Farm. He added QCTV won 15 25 national awards in 2023. 26 27 Ms. George presented the full and part-time staff at QCTV and shared they have a very stable staff 28 with little -to -no turnover. She shared there are some legislative efforts they have been following 29 at the legislature, including the Equal Access to Broadband Act. She noted this bill was removed 30 from the House bill last night as there was more work to be done on it and they plan to bring it 31 back in 2025. She thanked the City for its continued support of QCTV. 32 33 Councilmember Barthel encouraged residents to visit the QCTV website. He said there are many 34 items on the website that feature Andover. 35 36 Councilmember Nelson thanked Ms. George and Mr. Burke for their presentation. He shared Coon 37 Rapids CTN just signed a two year contract with the St. Paul Saints broadcasting their home games. 38 He suggested this could be a creative way to bring in more revenue. He asked if they have thought 39 of any other creative way of bringing in more revenue. Ms. George said the Board of Directors has 40 asked QCTV to look into this. She shared they conducted a study a few years ago that outlines 41 various options that they could consider when it comes to augmenting their revenue sources. She 42 said they have completed negotiations for the Anoka Ramsey Community College graduation, 43 which will be a paid production. She added they have also rented out their study to an individual 44 sports producer who does individual player profiles. She explained they have also explored the Regular Andover City Council Meeting Minutes — April 16, 2024 Page 4 1 idea of sponsorships. 2 3 Councilmember Nelson noted with the increase in streaming services there are a lot of people who 4 cancel their cable services. He asked who covers the Anoka Ramsey Community College sports 5 games. Ms. George said she is not aware of any contracts for sports coverage with the Community 6 College. 7 8 Ms. George explained whenever they have a contract with a paid production, they always look at 9 how this balances out with their Strategic Plan and being able to provide their services to their 10 communities first before any outside productions. She said they look very closely at the return on 11 investment for these productions. 12 13 Mayor Bukkila said the thing to focus on is that QCTV is net neutral so there is no cost to the City. 14 She thanked QCTV for their partnership. 15 16 City Administrator Dickinson explained one of the major initiatives of QCTV is to ensure that they 17 have their own financial going concern and can control their own destiny. 18 19 Mayor Bukkila thanked QCTV for coming out into the community for events, including the 20 Christmas tree lighting. She noted it was wonderful to be able to watch this event back after the 21 fact. 22 23 Councilmember Butler thanked QCTV and its staff for all of their work producing high quality 24 programming. 25 26 Councilmember Engelhardt asked for the best way to contact QCTV if a resident has an interesting 27 story idea or an event they would like covered. Ms. George said residents can email 28 ContactUs@QCTV.org with story ideas or GreatJob@QCTV.org for feedback or their phone 29 number is 763-427-1411. She added they can also be contacted over any form of social media. 30 31 ADMINISTRATOR'S REPORT 32 33 City Staff updated the Council on the administration and city department activities, legislative 34 updates, updates on development/CIP projects, and meeting reminders/community events. 35 36 (Administrative Staff Report) Mr. Dickinson reviewed the Administrative Staff report. He shared 37 in Administration and Finance they are working on the audit and will have the field team out 38 starting tomorrow. He added they are also in the process of working on the 2025 budget and the 39 Capital Improvement Plan. He said he is gathering information for some upcoming workshop 40 meetings with the Council. He shared the Second Annual Puzzle Exchange and puzzles are being 41 collected until April 26th and the exchange will take place on April 27th from 11:00 a.m. to 1:00 42 p.m. at City Hall. He noted this event was quite successful last year. 43 44 (Public Works/Engineering Department Report) On behalf of Mr. Berkowitz, Mr. Dickinson Regular Andover City Council Meeting Minutes —April 16, 2024 Page 5 1 reviewed the Public Works and Engineering Department report. He shared the preconstruction 2 meeting for the 2024 street reconstruction project took place on April 10th and the construction 3 will begin on April 29th. He shared the preconstruction meeting for the 2024 street reclamation 4 project will take place on April 18th and they do not have a start date at this time. He added the 5 preconstruction meeting for the mill and overlay project will be held on April 18th as well. He 6 noted the preconstruction meeting for the Red Oaks groundwater mitigation project has already 7 been held and they started construction on April 15th. He shared they have broken this project into 8 two phases which should give them the ability to start connecting homes sooner than they 9 originally anticipated. He explained they are also working on the contract with Rice Lake 10 Contracting who is the construction company that will be doing all of the connections from the 11 main to the homes and within the homes. He said they have received around 98% of the agreements 12 granting access into the homes. He shared they are also doing some trail work along Andover 13 Boulevard where there will be some significant tree trimming and meetings with the residents will 14 be taking place. 15 16 (Community Development Department Report) On behalf of Mr. Janish, Mr. Dickinson reviewed 17 the Community Development Department report. He also shared within the sports complex at the 18 Community Center, turf is currently in. He noted 34 new home permits have been issued this year 19 and there are eight still under review. He said they have already hired all of their seasonal workers 20 and all intern positions are filled as well. 21 22 MAYOR/COUNCIL INPUT 23 24 None. 25 26 ADJOURNMENT 27 28 Motion by Barthel, Seconded by Nelson, to adjourn. Motion carried unanimously. The meeting 29 adjourned at 7:47 p.m. 30 31 Respectfully submitted, 32 33 Ava Major, Recording Secretary 34 REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —APRIL 16, 2024 TABLE OF CONTENTS PLEDGE OF ALLEGIANCE..................................................................................................... 1 RESIDENTFORUM.................................................................................................................. 1 AGENDAAPPROVAL.............................................................................................................. 1 APPROVALOF MINUTES....................................................................................................... 1 CONSENTITEMS..................................................................................................................... 1 Item 2 Approve Payment of Claims..................................................................................... 1 Item 3 Approve Plans & Specs/Order Ad for Bids/24-20/Water Treatment Plant Radon Mitigation(R046-24).............................................................................................................. 1 Item 4 Approve Pine Hills North Building/23-41.......:...................................................... 2 Item 5 Approve Massage Therapist License..".", .... ................................................. 2 Item 6 Adopt Resolution Setting Annual Income Level for Senior Citizen and Disabled Individuals for Deferral of Assessments and, Reduced Sanitary Sewer Rates (R047-24).......... 2 Item 7 Approve Park Exclusive Use Permit/Andover Lions Club...'' .................................. 2 Item 8 Receive March 2024 City Investment Reports ............ ................ 2 Item 9 Receive March 2024 General Fund Budget Progress Report....... ........................... 2 Item 10 Declare Surplus Equipment ....................... 11 .......................................................... 2 Item 11 Authorize Initiating 2025 Well #9 Backup Generator .............................................. 2 ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT ............................................ 2 PRESENTATION - QCTV ANNUAL REPORT..............................:.................................. 3 ADMINISTRATOR'S REPORT ............................. .................:............................................ 4 MAYOR/COUNCIL INPUT. .................................................... 5 ADJOURNMENT:................................................................................................................ 5 LND0VE1VW= 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 Administrator FROM: Lee Brezinka, Finance Manager SUBJECT: Payment of Claims DATE: May 7, 2024 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. DISCUSSION Claims totaling $277,860.40 on disbursement edit list #1-3 from 04/19/2024 to 05/03/2024 have been issued and released. Claims totaling $835,441.05 on disbursement edit list #4 dated 05/07/2024 will be issued and released upon approval. BUDGET IMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REQUESTED The Andover City Council is requested to approve total claims in the amount of $1,113,301.45. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted, Lee Brezinka Attachments: Check Proof Lists Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 04/19/2024 - 9:13AM Batch: 00419.04.2024 Invoice No Description Amount Payment Date Acct Number 9 F1 1, 1 ' � X% Reference Vendor: AlexAir Alex Air Apparatus 2, LLC Check Sequence: 1 ACH Enabled: False 8111 Annual Compressor Air Quality Test 955.77 04/19/2024 0101-42200-63010 Check Total: 955.77 Vendor: AmazonBu Amazon Capital Services Check Sequence: 2 ACH Enabled: False 1NG3-WLLG-7L4Q Pressure Washer Gun 31.49 04/19/2024 6100-48800-61020 1TPT-CN7D-6T61 Sting -Kill First Aid Anesthetic Wipes 19.08 04/19/2024 6200-48900-61020 IY9C-CVX7-WK3N Pet Waste Roll Bags 449.90 04/19/2024 0101-45000-61025 Check Total: 500.47 Vendor: AnimalHS Animal Humane Society Check Sequence: 3 ACH Enabled: False 39462 2024 1st Qtr Stray Dogs & Cats Fees 926.00 04/19/2024 0101-42500-63010 Check Total: 926.00 Vendor: AnkCity City of Anoka Check Sequence: 4 ACH Enabled: False INVO2021 Traffic Signal - Bunker & 7th Ave 28.34 04/19/2024 0101-43400-62005 INVO2022 Traffic Signal - 7th Ave & 143rd 30.23 04/19/2024 0101-43400-62005 Check Total: 58.57 Vendor: AnkCol6 Anoka Co Sheriff- Andover Check Sequence: 5 ACH Enabled: False March 2024 Zero Drug After School Program 866.45 04/19/2024 4180-49300-63005 Check Total: 866.45 Vendor: ASAPUndc ASAP Underground LLC. Check Sequence: 6 ACH Enabled: False 2024-00875 Refund Permit - Job Cancelled 72.00 04/19/2024 0101-42300-52215 AP -Computer Check Proof List by Vendor (04/19/2024 - 9:13 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/19/2024 - 9:13 AM) 72.00 Check Sequence: 7 29.70 04/19/2024 0101-42200-61305 59.99 04/19/2024 0101-42200-61305 Check Sequence: 8 198.54 Check Total: Vendor: AspenMil Aspen Mills 331030 Name Tag for W. Schutte 331036 Uniform for T. Lindorff 5100-48100-61020 Check Total: Vendor: CintasGK Cintas Corp 4189395318 Uniform Cleaning & Shop Towels 4189395381 Uniform Cleaning 4189395381 Uniform Cleaning 4189395381 Uniform Cleaning 4189395381 Uniform Cleaning 4189395381 Uniform Cleaning 387.86 Check Total: Vendor: DavisEqu Davis Equipment Corporation EI18923 Parts to Repair Unit #22-596 Check Total: Vendor: DehnOil Dehn Oil Company 25226272 Diesel Fuel 25226272 Unleaded Fuel Check Total: Vendor: Divisil6 Division 16 Electric, LLC 8497 Public Works Generator 8509 WT Tank Fan & Well House #5 Pump Check Total: Vendor: ECM ECM Publishers, Inc. 993986 Crosstn Blvd Trail - Bluebird2Xeon 993987 April 23 PH City Code Amendmen 993988 April 23 PH Bluebird St AP -Computer Check Proof List by Vendor (04/19/2024 - 9:13 AM) 72.00 Check Sequence: 7 29.70 04/19/2024 0101-42200-61305 59.99 04/19/2024 0101-42200-61305 Check Sequence: 8 198.54 04/19/2024 6100-48800-61020 59.82 04/19/2024 5200-48200-61020 29.93 04/19/2024 5100-48100-61020 119.63 04/19/2024 0101-45000-61020 209.42 04/19/2024 0101-43100-61020 29.93 04/19/2024 0101-43300-61020 647.27 Check Sequence: 9 387.86 04/19/2024 6100-48800-61115 6,176.40 2,647.10 8,823.50 4,174.62 615.68 491.90 84.70 102.85 Check Sequence: 10 04/19/2024 6100-48800-61050 04/19/2024 6100-48800-61045 Check Sequence: 11 04/19/2024 4160-49300-63105 04/19/2024 5100-48100-63115 Check Sequence: 12 04/19/2024 4170-49300-63025 04/19/2024 0101-41500-63025 04/19/2024 0101-41500-63025 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 2 Invoice No Description Amount Payment Date Acct Number Reference 994248 Andover Advocate - April 145.00 04/19/2024 0101-46000-63025 Check Total: 824.45 Vendor: FacMotor Factory Motor Parts Company Check Sequence: 13 ACH Enabled: False 128-Z15635 Batteries for Unit #07-191 304.88 04/19/2024 6100-48800-61115 Check Total: 304.88 Vendor: F1etPrid F1eetPride Truck & Trailer Parts Check Sequence: 14 ACH Enabled: False 115444378 Automatic Slack for Unit #206 79.19 04/19/2024 6100-48800-61115 Check Total: 79.19 Vendor: GaryCarl Gary Carlson Equipment Check Sequence: 15 ACH Enabled: False 131524-1 Aervoe 248 Fl Construction Mark 142.56 04/19/2024 5100-48100-61005 131524-1 Aervoe 248 FI Construction Mark 531.69 04/19/2024 5300-48300-61145 Check Total: 674.25 Vendor: Grainger Grainger Check Sequence: 16 ACH Enabled: False 9078800233 Spot Blaster 135.06 04/19/2024 5100-48100-61120 9081446941 Bin Shelving 543.00 04/19/2024 5100-48100-61120 Check Total: 678.06 Vendor: HenSchei Henry Schein, Inc. Check Sequence: 17 ACH Enabled: False 81006328 ET Tube Holder & Zoll AED Pads 166.67 04/19/2024 0101-42200-61020 Check Total: 166.67 Vendor: IrmovOff Innovative Office Solutions, LLC Check Sequence: 18 ACH Enabled: False IN4514833 CH Office Supplies 2.69 04/19/2024 0101-41400-61005 IN4514833 CH Office Supplies 6.72 04/19/2024 0101-42300-61005 IN4514833 Office Supplies 12.79 04/19/2024 0101-42300-61005 IN4514833 CH Office Supplies 5.38 04/19/2024 0101-41500-61005 IN4514833 CH Office Supplies 4.03 04/19/2024 0101-41200-61005 IN4514833 CH Office Supplies 1.34 04/19/2024 0101-41300-61005 IN4514833 CH Office Supplies 4.04 04/19/2024 0101-41600-61005 IN4514833 CH Office Supplies 2.69 04/19/2024 0101-41230-61005 AP -Computer Check Proof List by Vendor (04/19/2024 - 9:13 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference IN4517080 Office Supplies 14.38 04/19/2024 0101-42300-61005 Check Total: 54.06 Vendor: JEFFER Jefferson Fire & Safety In Check Sequence: 19 ACH Enabled: False IN313608 Ringers 314 Extrication Gloves 316.71 04/19/2024 0101-42200-61305 Check Total: 316.71 Vendor: KinectEG Kinect Energy Group Check Sequence: 20 ACH Enabled: False 375717/11171502 Community Center 14,559.12 04/19/2024 2130-44000-62015 375717/11171508 Public Works 2,297.35 04/19/2024 0101-41930-62015 Check Total: 16,856.47 Vendor: LMNCIT League of Minnesota Cities Check Sequence: 21 ACH Enabled: False 22485 Deductible for Claim #00501672 980.84 04/19/2024 620048900-62105 8910 Deductible for Claim #000000332280 410.15 04/19/2024 6200-48900-62105 Check Total: 1,390.99 Vendor: MadNatlL Madison National Life Ins Co, Inc Check Sequence: 22 ACH Enabled: False 1619080/026986 May 2024 LTD Premium 977.80 04/19/2024 0101-00000-21216 Check Total: 977.80 Vendor: MastMete Master Meter, Inc. Check Sequence: 23 ACH Enabled: False 270571 Octave Meter 1,561.69 04/19/2024 0101-45000-61020 Check Total: 1,561.69 Vendor: Medica Medica Check Sequence: 24 ACH Enabled: False 384789257787 May 2024 Premium 2,072.06 04/19/2024 7100-00000-21218 384789257787 May 2024 Premium 62,091.10 04/19/2024 0101-00000-21206 Check Total: 64,163.16 Vendor: Menards Menards Inc Check Sequence: 25 ACH Enabled: False 16601 Misc, Supplies 40.98 04/19/2024 0101-41910-61120 16621 Misc, Supplies 109.59 04/19/2024 2130-44000-61020 16630 Misc, Supplies 73.68 04/19/2024 0101-41910-61120 AP -Computer Check Proof List by Vendor (04/19/2024 - 9:13 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 16789 Tools 55.82 04/19/2024 5100-48100-61205 Check Total: 280.07 Vendor: Mickman Mickman Brothers Inc. Check Sequence: 26 ACH Enabled: False 918386801 04/24 Lawn Service @ Comm Ctr 666.71 04/19/2024 2130-44000-63010 918386802 04/24 Lawn Service @ Crosstown Drive 225.57 04/19/2024 0101-45000-63010 918386803 04/24 Lawn Service @ FS #1 564.86 04/19/2024 0101-41920-63010 918386804 04/24 Lawn Service @ FS #2 323.43 04/19/2024 0101-41920-63010 918386805 04/24 Lawn Service @ City Hall 461.71 04/19/2024 0101-41910-63010 918386821 04/24 Lawn Service @ FS #3 342.29 04/19/2024 0101-41920-63010 Check Total: 2,584.57 Vendor: MNEquiprr Minnesota Equipment Check Sequence: 27 ACH Enabled: False P54051 Replace Lost Check from 12/14/23 106.13 04/19/2024 6100-48800-61115 P54166 Replace Lost Check from 12/14/23 119.97 04/19/2024 6100-48800-61115 P56406 V -Belt for Unit #13-591 & Mix Oil 161.95 04/19/2024 6100-48800-61115 P56425 Returned V -Belt -29.48 04/19/2024 6100-48800-61115 Check Total: 358.57 Vendor: MNLifeIn Minnesota Life Insurance Company Check Sequence: 28 ACH Enabled: False 0034706/3148345 May 2024 Premium 259.32 04/19/2024 7100-00000-21218 0034706/3148345 May 2024 Premium 19.00 04/19/2024 0101-42200-60330 0034706/3148345 May 2024 Premium 2,071.15 04/19/2024 0101-00000-21205 0034706/3148345 May 2024 Premium 46.62 04/19/2024 0101-00000-21205 Check Total: 2,396.09 Vendor: MnUnempl Minnesota Unemployment Ins. Check Sequence: 29 ACH Enabled: False 07983653 2024 1st Qtr Unemployment Benefits 590.80 04/19/2024 6200-48900-60510 Check Total: 590.80 Vendor: MRCutEdg MR Cutting Edge Check Sequence: 30 ACH Enabled: False 6388 Ice Scraper Blade Sharpen 108.00 04/19/2024 2130-44300-61020 Check Total: 108.00 AP -Computer Check Proof List by Vendor (04/19/2024 - 9:13 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: NCPERS NCPERS Group Life Ins Check Sequence: 31 ACH Enabled: False 3120000052024 May 2024 Premium 16.00 04/19/2024 7100-00000-21218 3120000052024 May 2024 Premium 160.00 04/19/2024 0101-00000-21205 Check Total: 176.00 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 32 ACH Enabled: False 3253-400669 Wiper Blades & Drain Plug 21.14 04/19/2024 6100-48800-61115 3253-400888 Muffler Clamps for Unit #576 16.24 04/19/2024 6100-48800-61115 3253-400967 Oil & Fuel Filter 14.82 04/19/2024 6100-48800-61115 3253-400977 Air Filter for Unit #97 18.05 04/19/2024 6100-48800-61115 3253-402001 1OW40 Motor Oil for Unit #171 95.96 04/19/2024 6100-48800-61115 3253-402080 Oil Filters & Mini Bulbs for Stock 49.06 04/19/2024 6100-48800-61115 Check Total: 215.27 Vendor: Pirtek Pirtek Check Sequence: 33 ACH Enabled: False PL -T00019124 Parts to Repair Unit #17-587 686.83 04/19/2024 6100-48800-61115 Check Total: 686.83 Vendor: Plunkett Phmketfs Pest Control, Inc. Check Sequence: 34 ACH Enabled: False 8500183 Pest Control @ Comm Ctr 76.15 04/19/2024 2130-44000-63010 8504951 Pest Control @ WTP 171.15 04/19/2024 5100-48100-63010 8507415 Pest Control @ Vehicle Maint 170.35 04/19/2024 6100-48800-63010 Check Total: 417.65 Vendor: R&R R&R Specialties of Wisconsin Check Sequence: 35 ACH Enabled: False 0081851 -IN Ice Paint & Logo 2,435.96 04/19/2024 2130-44300-61020 0081859 -IN Flap, Snow, Black Neoprene 38.80 04/19/2024 2130-44300-61020 Check Total: 2,474.76 Vendor: ReserAcc Reserve Account Check Sequence: 36 ACH Enabled: False 31157951 Postage for Meter 5,000.00 04/19/2024 0101-41400-61405 Check Total: 5,000.00 Vendor: RTLEquip RTL Equipment Check Sequence: 37 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/19/2024 - 9:13 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 74193 Powerscreen Chieftain 1400 Wheel Rental 7,250.00 04/19/2024 0101-43100-62200 75174 Powerscreen Chieftain 1400 Wheel Rental 250.00 04/19/2024 0101-43100-62200 Check Total: 7,500.00 Vendor: SuperVis Superior Vision Insurance Check Sequence: 38 ACH Enabled: False 0000816968 May 2024 Premium 141.06 04/19/2024 0101-00000-21222 Check Total: 141.06 Vendor: TessSeed Tessman Seed Company Check Sequence: 39 ACH Enabled: False S390682 -IN Grass Seed 1,288.98 04/19/2024 0101-45000-61130 Check Total: 1,288.98 Vendor: TheHarri The Harris -Billings Co., Inc. Check Sequence: 40 ACH Enabled: False 1023862 Toilet Partitions for Restrooms 5,250.00 04/19/2024 4160-49300-63105 Check Total: 5,250.00 Vendor: Timesave Timesaver Check Sequence: 41 ACH Enabled: False M29069 Planning Commission Meeting 285.50 04/19/2024 0101-41500-63005 M29069 Park Commission Meeting 206.50 04/19/2024 0101-45000-63005 M29069 City Council Meeting 606.13 04/19/2024 0101-41100-63005 Check Total: 1,098.13 Vendor: TrautWel Traut Companies Check Sequence: 42 ACH Enabled: False Refund Water Meter Deposit -36.32 04/19/2024 5100-48100-55110 Refund Water Meter Deposit -2.95 04/19/2024 5100-00000-20301 Refund Water Meter Deposit 2,500.00 04/19/2024 5100-00000-24201 Refund Water Meter Deposit -120.00 04/19/2024 5100-48100-55150 Check Total: 2,340.73 Vendor: TrustInU Trust in Us Workplace Drug & Alcohol Testing Check Sequence: 43 ACH Enabled: False 100881 TIU Onsite Collections 390.00 04/19/2024 0101-41230-63005 Check Total: 390.00 Vendor: UhlCompa Uhl Company Check Sequence: 44 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/19/2024 - 9:13 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 62171 A Repair MUA 4 in Wash Bay 309.00 04/19/2024 6100-48800-63105 Check Total: 309.00 Vendor: UpretyGi Girish Uprety Check Sequence: 45 ACH Enabled: False 2024 2024 Medical Flex Account 1,503.62 04/19/2024 0101-00000-21211 Check Total: 1,503.62 Vendor: WagnerMa Mary Wagner Check Sequence: 46 ACH Enabled: False 2023-00484 Refund Massage Therapist License 111.05 04/19/2024 0101-41300-52125 Check Total: 111.05 Vendor: WalterRR Walters Recycling & Refuse Inc Check Sequence: 47 ACH Enabled: False 7780960/239721 PW Garbage Disposal 452.44 04/19/2024 0101-46000-62020 7780960/239721 PW Garbage Disposal 130.25 04/19/2024 0101-41930-62020 7780960/239721 PW Garbage Disposal 102.82 04/19/2024 0101-45000-62020 7784154/210084 04/24 Rental Properties Garbage Service 392.73 04/19/2024 4520-49300-62020 7785118/239712 04/24 Trash & Recycling @ City Hall 105.42 04/19/2024 0101-41910-62020 7785118/239712 04/24 Trash & Recycling @ FS#2 23.90 04/19/2024 0101-41920-62020 7785118/239712 04/24 Trash & Recycling @ FS#1 70.82 04/19/2024 0101-41920-62020 7785118/239712 04/24 Trash & Recycling @ FS#3 18.60 04/19/2024 0101-41920-62020 Check Total: 1,296.98 Vendor: ZahlPet Zahl-Petroleum Maintenance Check Sequence: 48 ACH Enabled: False 0208669 Pump Out Oil Tank from Recycling Center 747.50 04/19/2024 0101-46000-63010 Check Total: 747.50 Total for Check Run: 143,431.92 Total of Number of Checks: 48 AP -Computer Check Proof List by Vendor (04/19/2024 - 9:13 AM) Page 8 Accounts Payable Computer Check Proof List by Vendor 1AVNDT Y ° 0V9R*'1& User: BrendaF Printed: 04/26/2024 - 8:30AM Batch: 00425.04.2024 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3M 3M Check Sequence: 1 ACH Enabled: False 9428273441 3M Clear Transfer Tape for Sign Dept 881.25 04/26/2024 0101-43300-61030 Check Total: 881.25 Vendor: ActFleet Action Fleet, LLC Check Sequence: 2 ACH Enabled: False I6884 Light Dome Red/Clear All LED Universal Moun 366.16 04/26/2024 0101-42200-61020 Check Total: 366.16 Vendor: AFLAC AFLAC Check Sequence: 3 ACH Enabled: False Dec 2023 Lost Check from 01/19/2024 441.48 04/26/2024 0101-00000-21209 Check Total: 441.48 Vendor: AmazonBu Amazon Capital Services Check Sequence: 4 ACH Enabled: False 1F11-W4T3-MXH7 Sting -Kill First Aid Anesthetic Wipes 9.54 04/26/2024 6200-48900-61020 IMTT-NM7T-GRQ3 Alkaline Batteries 38.98 04/26/2024 0101-45000-61020 1PP4-4JNL-3P3M Anker USB Card Reader 9.99 04/26/2024 0101-41420-61225 1WYY-RF3M-PJMN Office Supplies 73.89 04/26/2024 2130-44000-61020 Check Total: 132.40 Vendor: Catalyst Catalyst Check Sequence: 5 ACH Enabled: False 37659 May/June 2024 Andover Newsletter 1,988.00 04/26/2024 0101-41210-63030 Check Total: 1,988.00 Vendor: Centerpt CenterPoint Energy Check Sequence: 6 ACH Enabled: False 2001737-2 2527 Bunker Lk Blvd - Unit #2 13.90 04/26/2024 4520-49300-62015 6402418664-1 2527 Bunker Lk Blvd - Unit #1 13.13 04/26/2024 4520-49300-62015 AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 6403279835-3 2511 Bunker Lk Blvd - (Duplex) 10.83 04/26/2024 4520-49300-62015 Check Total: 37.86 Vendor: CintasGK Cintas Corp Check Sequence: 7 ACH Enabled: False 4190110845 Floor Mat Rental 75.84 04/26/2024 0101-41930-62200 4190110893 Floor Mat Rental 194.06 04/26/2024 5100-48100-62200 4190110944 Uniform Cleaning & Shop Towels 138.35 04/26/2024 6100-48800-61020 4190111025 Uniform Cleaning 119.65 04/26/2024 0101-45000-61020 4190111025 Uniform Cleaning 29.93 04/26/2024 5100-48100-61020 4190111025 Uniform Cleaning 209.44 04/26/2024 0101-43100-61020 4190111025 Uniform Cleaning 59.82 04/26/2024 5200-48200-61020 4190111025 Uniform Cleaning 29.93 04/26/2024 0101-43300-61020 Check Total: 857.02 Vendor: StPaulCi City of St. Paul Check Sequence: 8 ACH Enabled: False IN57949 Asphalt Mix 636.45 04/26/2024 0101-43100-61125 Check Total: 636.45 Vendor: CompIntT Computer Integration Technologies Inc Check Sequence: 9 ACH Enabled: False 373962 CIT Managed Services 2023 300.00 04/26/2024 0101-41420-62305 Check Total: 300.00 Vendor: CustFire Custom Fire Rescue Training, Inc. Check Sequence: 10 ACH Enabled: False 2637 Classs for Multi Gas Meters Drills 1,000.00 04/26/2024 0101-42200-61315 Check Total: 1,000.00 Vendor: ElkRvrPr Elk River Printing Check Sequence: 11 ACH Enabled: False 175564 13 Ink Stamps 527.12 04/26/2024 0101-42300-61005 Check Total: 527.12 Vendor: Grainger Grainger Check Sequence: 12 ACH Enabled: False 9072660195 Drain Spade 35.55 04/26/2024 5300-48300-61005 9082716896 Mail Threaded Magnet Mount 11.92 04/26/2024 5200-48200-61005 AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 3 Check Total: 47.47 Vendor: GriessTr Tracey Griess Check Sequence: 13 ACH Enabled: False 2024 Soccer Coach 400.00 04/26/2024 2130-44400-63005 Check Total: 400.00 Vendor: HachCo Hach Company Check Sequence: 14 ACH Enabled: False 14002825 Chemicals for Water Treatment Plant 88.35 04/26/2024 5100-48100-61040 Check Total: 88.35 Vendor: HenSchei Henry Schein, Inc. Check Sequence: 15 ACH Enabled: False 82677502 Pad for Zoll AED+pediatric 208.48 04/26/2024 0101-42200-61020 Check Total: 208.48 Vendor: InterBat Interstate All Battery Center Check Sequence: 16 ACH Enabled: False 1901201011322 NIC9483 IOV Battery 32.65 04/26/2024 0101-42200-61020 Check Total: 32.65 Vendor: JaniWood Janish Wood Products Check Sequence: 17 ACH Enabled: False 16475 Women & Men's Restroom Counters 5,600.00 04/26/2024 4160-49300-63105 Check Total: 5,600.00 Vendor: JRAdvanc JR's Advanced Recyclers Check Sequence: 18 ACH Enabled: False 112514 Appliances, Electronic & Bulbs Recycling 160.00 04/26/2024 0101-46000-63010 112515 Appliances & Propane Tanks Recycling 170.00 04/26/2024 0101-46000-63010 Check Total: 330.00 Vendor: KowalchA Ava Kowalchyk Check Sequence: 19 ACH Enabled: False 2024 Soccer Coach 112.00 04/26/2024 2130-44400-63005 Check Total: 112.00 Vendor: KraabeBr Brian Kraabel Check Sequence: 20 ACH Enabled: False 2024 2024 April - July Medical Reimbursement 698.80 04/26/2024 7100-00000-21218 AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 4 Check Total: 698.80 Vendor: LawBri Bri Law Check Sequence: 21 ACH Enabled: False 2024 Soccer Coach 59.50 04/26/2024 2130-44400-63005 Check Total: 59.50 Vendor: LDMEIect LDM Electric Check Sequence: 22 ACH Enabled: False 2024-00201 Refund - Duplicate Permit 160.00 04/26/2024 0101-42300-52230 Check Total: 160.00 Vendor: LegShiel Legal Shield Check Sequence: 23 ACH Enabled: False 31833 April 2024 Premium 116.65 04/26/2024 0101-00000-21219 Check Total: 116.65 Vendor: LepageSo Lepage & Sons Check Sequence: 24 ACH Enabled: False 245496 04/24 Trash Removal for Parks Department 742.19 04/26/2024 0101-45000-62020 Check Total: 742.19 Vendor: MastMete Master Meter, Inc. Check Sequence: 25 ACH Enabled: False 270440 Misc. Supplies 132.09 04/26/2024 0101-45000-61020 Check Total: 132.09 Vendor: McKniPai Paige McKnight Check Sequence: 26 ACH Enabled: False 2024 Soccer Coach 112.00 04/26/2024 2130-44400-63005 Check Total: 112.00 Vendor: McKnighP Payton McKnight Check Sequence: 27 ACH Enabled: False 2024 Soccer Coach 115.50 04/26/2024 2130-44400-63005 Check Total: 115.50 Vendor: MedComp Med Compass, Inc. Check Sequence: 28 ACH Enabled: False 45325 Basic Physical - SCBA User Exam, Hearing Test 8,992.00 04/26/2024 0101-42200-63010 Check Total: 8,992.00 AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Menards Menards Inc Check Sequence: 29 ACH Enabled: False 16952 Misc. Paint Supplies 63.55 04/26/2024 0101-41910-61120 17029 Tarps & Tie Downs 214.54 04/26/2024 0101-43200-61020 17105 Drill Bits 16.98 04/26/2024 0101-43300-61020 17456 Spring Water 34.80 04/26/2024 0101-42200-61005 17505 4 Cycle Gas 55.76 04/26/2024 0101-42200-61020 Vendor: MetLife TS05388399 TS05388399 Vendor: MetCounW 0001171721 Vendor: NordquiL 2024 Vendor: NorTool 53524353 53524353 Vendor: ODP Bus 359426365001 359426365001 359426365001 359426365001 359426365001 359426365001 361220228001 Check Total: MetLife May 2024 Premium May 2024 Premium Check Total: Metro Council Wastewater Permit Fee Check Total: Lydia Nordquist Soccer Coach Check Total: Northern Tool & Equipment Tools Tools Check Total: ODP Business Solutions, LLC PW Office Depot Supplies PW Office Depot Supplies PW Office Depot Supplies PW Office Depot Supplies PW Office Depot Supplies PW Office Depot Supplies Office Supplies 385.63 366.35 3,997.98 4,364.33 500.00 500.00 130.00 130.00 265.05 170.05 435.10 17.59 5.49 9.16 3.67 2.56 12.82 28.49 Check Sequence: 30 04/26/2024 7100-00000-21218 04/26/2024 0101-00000-21208 Check Sequence: 31 04/26/2024 5200-48200-63230 Check Sequence: 32 04/26/2024 2130-44400-63005 Check Sequence: 33 04/26/2024 5200-48200-61205 04/26/2024 5100-48100-61205 Check Sequence: 34 04/26/2024 5200-48200-61005 04/26/2024 0101-43100-61005 04/26/2024 5100-48100-61005 04/26/2024 010143200-61005 04/26/2024 0101-46000-61005 04/26/2024 0101-45000-61005 04/26/2024 0101-42200-61005 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 361284045001 Office Supplies 95.01 04/26/2024 0101-42200-61005 361649236001 PW Office Depot Supplies 1.79 04/26/2024 0101-46000-61005 361649236001 PW Office Depot Supplies 2.56 04/26/2024 0101-43200-61005 361649236001 PW Office Depot Supplies 6.40 04/26/2024 5100-48100-61005 361649236001 PW Office Depot Supplies 3.84 04/26/2024 0101-43100-61005 361649236001 PW Office Depot Supplies 12.29 04/26/2024 5200-48200-61005 361649236001 PW Office Depot Supplies 8.95 04/26/2024 0101-45000-61005 361649404001 Office Supplies 17.96 04/26/2024 6100-48800-61005 362689542001 Toner 68.84 04/26/2024 2130-44000-61020 363663752001 Copier Paper 233.76 04/26/2024 0101-41420-61005 Check Total: 531.18 Vendor: OPUS21 OPUS 21 Check Sequence: 35 ACH Enabled: False 240322 March 2024 Utility Billing 2,044.85 04/26/2024 0101-43600-63010 240322 March 2024 Utility Billing 1,876.42 04/26/2024 5100-48100-63010 240322 March 2024 Utility Billing 2,101.68 04/26/2024 5200-48200-63010 240322 March 2024 Utility Billing 2,937.53 04/26/2024 5300-48300-63010 Vendor: OReiAuto 3253-403274 Vendor: PeterBen 2024 Vendor: Pitneyl 1025163343 1025163343 1025163343 1025163343 1025163343 1025163343 Check Total: O'Reilly Auto Parts 4 Cycle Fuel Check Total: Bente Peterson Soccer Coach Check Total: Pitney Bowes Inc Postage Meter Supplies Postage Meter Supplies Postage Meter Supplie Postage Meter Supplies Postage Meter Supplies Postage Meter Supplies 8,960.48 121.94 121.94 59.50 59.50 23.90 13.28 21.25 31.87 21.25 2.65 Check Sequence: 36 04/26/2024 0101-42200-61020 Check Sequence: 37 04/26/2024 2130-44400-63005 Check Sequence: 38 04/26/2024 0101-41200-61405 04/26/2024 2110-46500-61405 04/26/2024 0101-41400-61405 04/26/2024 0101-42300-61405 04/26/2024 5200-48200-61405 04/26/2024 0101-41420-61405 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 1025163343 Postage Meter Supplies 23.90 04/26/2024 0101-41500-61405 1025163343 Postage Meter Supplies 47.80 04/26/2024 5100-48100-61405 1025163343 Postage Meter Supplies 10.63 04/26/2024 0101-45000-61405 1025163343 Postage Meter Supplies 10.62 04/26/2024 0101-46000-61405 1025163343 Postage Meter Supplies 13.28 04/26/2024 5300-48300-61405 1025163343 Postage Meter Supplies 7.97 04/26/2024 0101-43100-61405 1025163343 Postage Meter Supplies 2.65 04/26/2024 0101-41300-61405 1025163343 Postage Meter Supplies 2.66 04/26/2024 0101-41230-61405 1025163343 Postage Meter Supplies 23.90 04/26/2024 0101-41600-61405 1025163343 Postage Meter Supplies 7.97 04/26/2024 0101-42200-61405 Check Total: 265.58 Vendor: Plunkett Plunkett's Pest Control, Inc. Check Sequence: 39 ACH Enabled: False 8504702 Pest Control @ FSO 170.35 04/26/2024 0101-41920-63010 8504707 Pest Control @ FS#2 170.35 04/26/2024 0101-41920-63010 8505304 Pest Control @ Public Works 170.35 04/26/2024 0101-41930-63010 8505510 Pest Control @ FS#1 170.35 04/26/2024 0101-41920-63010 8505702 Pest Control @ City Hall 170.35 04/26/2024 0101-41910-63010 8506616 Pest Control @ Cold Storage 170.35 04/26/2024 0101-41940-63010 Check Total: 1,022.10 Vendor: PriorCou Priority Courier Experts Check Sequence: 40 ACH Enabled: False 1633895 Clocktower Commons - Lot 4 (New) 107.25 04/26/2024 7200-00000-24207 Check Total: 107.25 Vendor: RobertCh Christine Roberts Check Sequence: 41 ACH Enabled: False 2024-01025 Voided Per Staff Request 75.00 04/26/2024 0101-41600-52265 Check Total: 75.00 Vendor: RoyConst Royal Construction Check Sequence: 42 ACH Enabled: False 2024-01080 Contractor Pulled 2 of the Same 76.00 04/26/2024 0101-42300-52185 Check Total: 76.00 Vendor: S&Slnd S & S Industrial Supply Check Sequence: 43 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 336034 Lag Bolts & Lag Screw Shields 76.67 04/26/2024 010143300-61030 Check Total: 76.67 Vendor: SaleyNei Neil Saley Check Sequence: 44 ACH Enabled: False 2024-01070 Voided Per Staff Request - No Fence Install 75.00 04/26/2024 0101-41600-52265 Check Total: 75.00 Vendor: SaltCo SaltCo Check Sequence: 45 ACH Enabled: False 130796 Solar Salt Premium Crystals 780.00 04/26/2024 2130-44000-61020 Check Total: 780.00 Vendor: SchmidtE Elizabeth Schmidt Check Sequence: 46 ACH Enabled: False 2024 Soccer Coach 148.00 04/26/2024 2130-44400-63005 Check Total: 148.00 Vendor: SchroedB Isabella Schroeder Check Sequence: 47 ACH Enabled: False 2024 Soccer Coach 171.50 04/26/2024 2130-44400-63005 Check Total: 171.50 Vendor: StockeDa Dayna Stocke Check Sequence: 48 ACH Enabled: False 2024 Soccer Coach 168.00 04/26/2024 2130-44400-63005 Check Total: 168.00 Vendor: Verizon Verizon Wireless Check Sequence: 49 ACH Enabled: False 9961513580 Monthly Cell Phone Service 162.46 04/26/2024 0101-42300-62030 9961513580 Monthly Cell Phone Service 303.72 04/26/2024 0101-43100-62030 9961513580 Monthly Cell Phone Service 80.87 04/26/2024 2130-44000-62030 9961513580 Monthly Cell Phone Service 258.34 04/26/2024 5100-48100-62030 9961513580 Monthly Cell Phone Service 46.22 04/26/2024 0101-41910-62030 9961513580 Monthly Cell Phone Service 46.22 04/26/2024 0101-41200-62030 9961513580 Monthly Cell Phone Service 123.66 04/26/2024 6100-48800-62030 9961513580 Monthly Cell Phone Service 491.63 04/26/2024 0101-45000-62030 9961513580 Monthly Cell Phone Service 46.22 04/26/2024 0101-41400-62030 9961513580 Monthly Cell Phone Service 236.99 04/26/2024 0101-41600-62030 AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 9961513580 Monthly Cell Phone Service 41.22 04/26/2024 0101-41500-62030 9961513580 Monthly Cell Phone Service 81.23 04/26/2024 0101-43300-62030 9961513580 Monthly Cell Phone Service 204.89 04/26/2024 5200-48200-62030 9961513580 Monthly Cell Phone Service 35.01 04/26/2024 0101-41420-62030 9961513580 Monthly Cell Phone Service 882.65 04/26/2024 0101-42200-62030 Check Total: 3,041.33 Vendor: VoncoII Vonco rI, LLC Check Sequence: 50 V20000079553 Street Sweeping 1,936.40 04/26/2024 0101-43100-63010 Check Total: 1,936.40 Vendor: WLHallCo W. L. Hall Company Check Sequence: 51 13955 Service Paired Panel System in Comm Rm A -B 630.00 04/26/2024 2130-44000-63105 Check Total: 630.00 Total for Check Run: 49,176.41 Total of Number of Checks: 51 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (04/26/2024 - 8:30 AM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 05/02/2024 - 2:35PM Batch: 00403.05.2024 Invoice No Description Amount Payment Date Acct Number Reference Vendor: AFLAC AFLAC Check Sequence: 1 ACH Enabled: False 915347 April 2024 Premium 485.88 05/03/2024 0101-00000-21209 Check Total: 485.88 Vendor: AmazonBu Amazon Capital Services Check Sequence: 2 ACH Enabled: False IJF4-QNIP-GW3F Tools 8.99 05/03/2024 6100-48800-61205 1R73-6GWD-6N46 Pacer Pumps for Unit #20-454 86.36 05/03/2024 6100-48800-61115 Check Total: 95.35 Vendor: AndFamCh Andover Family Chiropractic Check Sequence: 3 ACH Enabled: False 2611 Deductible for Daniel Virchow 40.00 05/03/2024 6200-48900-62105 Check Total: 40.00 Vendor: AnkCo03 Anoka Co Check Sequence: 4 ACH Enabled: False 2024 2024 Nearmap Aerial Imagery 200.00 05/03/2024 5100-48100-63005 2024 2024 Nearmap Aerial Imagery 200.00 05/03/2024 5300-48300-63005 2024 2024 Nearmap Aerial Imagery 100.00 05/03/2024 0101-41600-63005 2024 2024 Nearmap Aerial Imagery 200.00 05/03/2024 5200-48200-63005 2024 2024 Nearmap Aerial Imagery 50.00 05/03/2024 0101-45000-63005 2024 2024 Nearmap Aerial Imagery 20.00 05/03/2024 0101-41600-63005 2024 2024 Nearmap Aerial Imagery 80.00 05/03/2024 2210-41600-63005 2024 2024 Nearmap Aerial Imagery 50.00 05/03/2024 0101-43100-63005 2024 2024 Nearmap Aerial Imagery 10.00 05/03/2024 2220-41600-63005 2024 2024 Nearmap Aerial Imagery 10.00 05/03/2024 0101-42200-63005 2024 2024 Nearmap Aerial Imagery 80.00 05/03/2024 2250-41600-63005 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 2 Check Total: 1,000.00 Vendor: AnkCol6 Anoka Co Sheriff - Andover Check Sequence: 5 ACH Enabled: False April 2024 Zero Drug After School Program 1,066.40 05/03/2024 4180-49300-63005 Check Total: 1,066.40 Vendor: UnionHer Anoka County Union Herald Check Sequence: 6 ACH Enabled: False ACU -190201 1 Year Subscription Renewal 102.00 05/03/2024 0101-41200-61325 Check Total: 102.00 Vendor: AutreySu Autrey Supply Co. Check Sequence: 7 ACH Enabled: False 22391 White Field Paint 1,261.26 05/03/2024 0101-00000-24201 Check Total: 1,261.26 Vendor: BamRealE BAM Real Estate Check Sequence: 8 ACH Enabled: False 3-2024 March 2024 Management Service 600.50 05/03/2024 4520-49300-63010 Check Total: 600.50 Vendor: CintasGK Cintas Corp Check Sequence: 9 ACH Enabled: False 4190110868 Floor Mat Rental 56.66 05/03/2024 0101-41910-62200 4190894023 Uniform Cleaning & Shop Towels 198.54 05/03/2024 6100-48800-61020 4190894185 Uniform Cleaning 59.82 05/03/2024 5200-48200-61020 4190894185 Uniform Cleaning 119.65 05/03/2024 0101-45000-61020 4190894185 Uniform Cleaning 29.93 05/03/2024 5100-48100-61020 4190894185 Uniform Cleaning 209.44 05/03/2024 010143100-61020 4190894185 Uniform Cleaning 29.93 05/03/2024 0101-43300-61020 Check Total: 703.97 Vendor: CityAndo City of Andover Check Sequence: 10 ACH Enabled: False Fire Station #2 12.90 05/03/2024 0101-41920-62025 213076 2nd Parcel PW - Storm Water 360.64 05/03/2024 0101-41930-62025 204320 Strootman Park - Storm Water 12.90 05/03/2024 0101-45000-62025 213016 Water Treatment Plant - Storm 125.44 05/03/2024 5100-48100-62025 204328 ASN Ballfields 189.38 05/03/2024 0101-45000-62010 204334 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Vehicle Maintenance - Storm 135.52 05/03/2024 6100-48800-62025 219102 Kelsey Round Lk Park 12.90 05/03/2024 0101-45000-62025 213015 Pumphouse #4 12.90 05/03/2024 5100-48100-62025 204323 City Hall/Senior Center 725.53 05/03/2024 0101-41910-62010 204323 Fire Station #3 270.09 05/03/2024 0101-41920-62010 204329 Pumphouse #1 - Storm Water 12.90 05/03/2024 5100-48100-62025 213005 Cold Storage Bldg 238.53 05/03/2024 0101-41940-62010 219880 ASM Ballfields - Storm Water 12.90 05/03/2024 0101-45000-62025 204334 Water Treatment Plant 1,917.19 05/03/2024 5100-48100-62010 204328 Langseth park - Storm Water 12.90 05/03/2024 0101-45000-62025 213009 Hidden Creek North Park 19.00 05/03/2024 0101-45000-62010 204326 Fox Meadow Park - Storm Water 12.90 05/03/2024 0101-45000-62025 212989 Pumphouse #8 - Storm Water 12.90 05/03/2024 5100-48100-62025 213000 Pumphouse #5 - Storm Water 12.90 05/03/2024 5100-48100-62025 213008 2600 138th Ave NW 17.69 05/03/2024 4501-49300-62010 204350 Wild Iris Park - Storm Water 12.90 05/03/2024 0101-45000-62025 213004 Cold Storage Bldg - Irrigation 19.00 05/03/2024 0101-41940-62010 219102 Pumphouse #6 - Storm Water 12.90 05/03/2024 5100-48100-62025 204324 Pumphouse #3 - Storm Water 12.90 05/03/2024 5100-48100-62025 213007 Hawkridge Park - Storm Water 12.90 05/03/2024 0101-45000-62025 212990 2527 Bunker Lk Blvd - Sewer 272.60 05/03/2024 4520-49300-62010 219937 Country Oaks Pk - Storm Water 12.90 05/03/2024 0101-45000-62025 204332 Jay St Sprinkler House 19.00 05/03/2024 2110-00000-11310 204333 2607 Bunker Lk Blvd - StormWtr 18.27 05/03/2024 4520-49300-62025 220512 Timber Trails Park - Storm Wat 12.90 05/03/2024 0101-45000-62025 213003 Shadowbrook E PK - Storm Water 12.90 05/03/2024 0101-45000-62025 204327 Red Oaks W Pk - Storm Water 12.90 05/03/2024 0101-45000-62025 213001 1st Parcel PW - Storm Water 448.56 05/03/2024 0101-41930-62025 204320 Pumphouse #7 19.00 05/03/2024 5100-48100-62010 204325 Public Works 915.59 05/03/2024 0101-41930-62010 204320 2542 138th Ave - Sewer 272.60 05/03/2024 4520-49300-62010 218035 Terrace Park - Irrigation 19.00 05/03/2024 010145000-62010 213002 Nordeens Park - Storm Water 12.90 05/03/2024 0101-45000-62025 213013 Thorson Property 12.90 05/03/2024 0101-41930-62025 218109 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Vehicle Maintenance - St Light 6.45 05/03/2024 6100-48800-62005 219102 Sunshine Park 272.76 05/03/2024 0101-41970-62010 204322 Rose Park - Irrigation 19.00 05/03/2024 0101-45000-62010 214132 2607 Bunker Lk Blvd - Sewer 272.60 05/03/2024 4520-49300-62010 220512 Pumphouse #2 - Storm Water 12.90 05/03/2024 5100-48100-62025 213006 Chesterton Commons Park 12.90 05/03/2024 0101-45000-62025 213012 Hickory Meadows Pk - Storm Wat 12.90 05/03/2024 0101-45000-62025 204348 1929 Crosstown Blvd 12.90 05/03/2024 0101-41930-62025 204321 Shady Knoll Park - Storm Water 12.90 05/03/2024 0101-45000-62025 213078 Shadowbrook East Park 19.00 05/03/2024 0101-45000-62010 204327 Hickory Meadow Park 19.00 05/03/2024 0101-45000-62010 204348 Pleasant Oaks Park - Storm Wat 12.90 05/03/2024 0101-45000-62025 212997 Oak Bluff Park 19.00 05/03/2024 0101-45000-62010 212995 Vehicle Maintenance 1,209.10 05/03/2024 6100-48800-62010 219102 ASN Sprinkler HOuse 19.00 05/03/2024 0101-45000-62010 204335 Fire Station #1 155.15 05/03/2024 0101-41920-62010 204349 Community Center - Storm Water 599.76 05/03/2024 2130-44000-62025 204330 Pumphouse #3 19.00 05/03/2024 5100-48100-62010 213007 Pumphouse #7 - Storm Water 12.90 05/03/2024 5100-48100-62025 204325 2503 Bunker Lk Blvd - Storm Water 19.72 05/03/2024 4520-49300-62025 221656 Terrace Park - Storm Water 12.90 05/03/2024 0101-45000-62025 213002 Strip Along Hanson Blvd 60.48 05/03/2024 2130-44000-62025 204323 Lions Park - Storm Water 12.90 05/03/2024 0101-45000-62025 218730 Public Works - Storm Water 470.40 05/03/2024 0101-41930-62025 204320 Hidden Creek E Pk - Storm Wat 12.90 05/03/2024 0101-45000-62025 212991 Northwoods West Park - Storm 12.90 05/03/2024 0101-45000-62025 212994 Northwoods East Park - Storm 12.90 05/03/2024 0101-45000-62025 212993 Sunshine Park - Storm Water 12.90 05/03/2024 0101-45000-62025 204322 Hills of Bunker Lk W Park 19.00 05/03/2024 0101-45000-62010 212992 Woodland Estates Park 19.00 05/03/2024 0101-45000-62010 204340 Creekview Crossing Park 12.90 05/03/2024 0101-45000-62025 213014 Water Tower #1 - Storm Water 12.90 05/03/2024 510048100-62025 212999 Pine Hills Park - Storm Water 12.90 05/03/2024 0101-45000-62025 212996 2542 138th Ave - Stor n Water 14.79 05/03/2024 4520-49300-62025 218035 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference CH Park Lights - Storm Water 12.90 05/03/2024 0101-45000-62025 204323 Wild Iris Park 19.00 7,368.00 05/03/2024 0101-45000-62010 213004 2556 138th Ave - Storm Water 15.66 7,368.00 05/03/2024 4520-49300-62025 220373 2527 Bunker Lk Blvd - Storm 14.21 05/03/2024 4520-49300-62025 219937 Crooked Lake Boat Landing 12.90 45.32 05/03/2024 0101-45000-62025 212987 Hills Of Bunker Lk W Park 12.90 324.88 05/03/2024 0101-45000-62025 212992 Eveland Fields - Storm Water 12.90 19.79 05/03/2024 0101-45000-62025 212988 Fire Station #3 - Storm Water 12.90 125.75 05/03/2024 0101-41920-62025 204329 Oak Bluff Park - Storm Water 12.90 05/03/2024 0101-45000-62025 212995 Skate Park - Storm Water 12.90 05/03/2024 0101-45000-62025 218734 Community Center 7,507.25 05/03/2024 2130-44000-62010 204330 2503 Bunker Lk Blvd - Sewer 136.30 05/03/2024 4520-49300-62010 221656 Hidden Creek N - Storm Water 12.90 05/03/2024 0101-45000-62025 204326 Woodland Estates Park - Storm Water 12.90 05/03/2024 0101-45000-62025 204340 County Oaks Park 19.00 05/03/2024 0101-45000-62010 204332 City Hall/Sr Ctr - Storm Water 358.40 05/03/2024 0101-41910-62025 204323 2513 Bunker Lk Blvd Sewer 136.30 05/03/2024 4520-49300-62010 220182 Fire Station #1 - Storm Water 12.90 05/03/2024 010141920-62025 204349 Pumphouse #6 20.88 05/03/2024 5100-48100-62010 204324 Lions Park - Irrigatoin 19.00 05/03/2024 0101-45000-62010 218730 Prairie Knoll Park - Storm 12.90 05/03/2024 0101-45000-62025 212998 Community Center 232.18 05/03/2024 2130-44100-62010 204330 2513 Bunker Lk Blvd - StormWtr 14.21 05/03/2024 4520-49300-62025 220182 Check Total: 18,334.53 Vendor: CitwdPlu Citywide Plumbing, LLC Check Sequence: 11 ACH Enabled: False 7989 Install New Toilets, Urinal & Sinks @ City Hall 7,368.00 05/03/2024 4160-49300-63105 Check Total: 7,368.00 Vendor: Comcast5 Comcast Check Sequence: 12 ACH Enabled: False 8772 10 789 0001086 Sunshine Park 45.32 05/03/2024 0101-41970-62030 763-755-9189 8772 10 789 0001086 Public Works - Internet 324.88 05/03/2024 0101-41930-62030 8772 10 789 0001086 Public Works 19.79 05/03/2024 0101-41930-62030 763-755-8118 8772 10 789 0001086 Water Treatment Plant 125.75 05/03/2024 5100-48100-62030 763-862-8874 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 8772 10 789 0001086 Fire Station #2 45.32 05/03/2024 0101-41920-62030 763-421-9426 8772 10 789 0001086 Andover Station N Ballfields 45.32 05/03/2024 0101-41980-62030 763-767-2547 8772 10 789 0001086 Community Center 202.95 05/03/2024 2130-44000-62030 763-755-2129 8772 10 789 0001086 City Hall - Internet 324.87 05/03/2024 0101-41910-62030 8772 10 789 0001086 Fire Station #3 72.13 05/03/2024 0101-41920-62030 763-434-6173 8772 10 789 0001086 Public Works 79.15 05/03/2024 5100-48100-62030 763-755-8118 8772 10 789 0001086 City Hall 98.70 05/03/2024 0101-41910-62030 763-755-5100 Check Total: 1,384.18 Vendor: CompintT Computer Integration Technologies Inc Check Sequence: 13 ACH Enabled: False 373963 Agreement Auvik, CIT Managed Services 300.00 05/03/2024 0101-41420-62305 Check Total: 300.00 Vendor: DeptLabo Department of Labor & Industry Check Sequence: 14 ACH Enabled: False APRIL0030042024 April 2024 Surcharge Report -76.09 05/03/2024 0101-41400-58100 APRIL0030042024 April 2024 Surcharge Report 3,804.37 05/03/2024 0101-00000-23201 Check Total: 3,728.28 Vendor: ECM ECM Publishers, Inc. Check Sequence: 15 ACH Enabled: False 995930 May 7 PH Petersen Farms Easement 181.50 05/03/2024 0101-41500-63025 995931 WTP Radon Mitigation 423.50 05/03/2024 5100-48100-63025 Check Total: 605.00 Vendor: EganSery Egan Service Check Sequence: 16 ACH Enabled: False MNT0000024173 Andover Blvd & Crosstown RR Maint 568.67 05/03/2024 0101-43400-62300 Check Total: 568.67 Vendor: EISysSol Electric Systems Solutions Check Sequence: 17 ACH Enabled: False 8718 Repair for Siren #14 760.00 05/03/2024 0101-42400-63100 8721 Repair for Siren #12 707.95 05/03/2024 0101-42400-63100 Check Total: 1,467.95 Vendor: EmerAppa Emergency Apparatus Maint Check Sequence: 18 ACH Enabled: False 131953 Twist Lock Tarp 33.03 05/03/2024 6100-48800-61115 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) 33.03 Check Sequence: 19 ACH Enabled: False 43.63 05/03/2024 6100-48800-61115 Check Total: Vendor: EnvEquip Environmental Equipment 23867 Seal Adhesive for Unit #171 Check Total: Vendor: FinanCom Finance & Commerce 745692968 23.22 WTP Radon Mitigation 610048800-61115 Check Total: Vendor: FletPrid F1eetPride Truck & Trailer Parts 116462748 Hose ACH Enabled: False 156.89 Check Total: Vendor: Gopher Gopher IN367019 RinkPro Folding Steel/Aluminum Goals Check Total: Vendor: Grainger Grainger 9088812715 PVC Ball Valves Check Total: Vendor: HeartSou Heart & Soul, LLC 13529 30.00 2024 Administration Fee 0101-41230-61320 Check Total: Vendor: HenSchei Henry Schein, Inc. 83039934 Stat 1I Pad f/Zoll AED Plus ACH Enabled: False 88.12 Check Total: Vendor: HotsyEqu Hotsy Minnesota 20969 Truck & Equipment Wash Bulk & Misc. Supplie 20969 Labor for Repairs AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) 33.03 Check Sequence: 19 ACH Enabled: False 43.63 05/03/2024 6100-48800-61115 Page 7 Check Sequence: 20 ACH Enabled: False 326.34 05/03/2024 5100-48100-63025 326.34 Check Sequence: 21 ACH Enabled: False 23.22 05/03/2024 610048800-61115 23.22 Check Sequence: 22 ACH Enabled: False 156.89 05/03/2024 2130-44400-61020 156.89 Check Sequence: 23 ACH Enabled: False 216.36 05/03/2024 5100-48100-61135 216.36 Check Sequence: 24 ACH Enabled: False 30.00 05/03/2024 0101-41230-61320 30.00 Check Sequence: 25 ACH Enabled: False 88.12 05/03/2024 0101-42200-61020 88.12 Check Sequence: 26 ACH Enabled: False 1,718.46 05/03/2024 6100-48800-61120 321.90 05/03/2024 6100-48800-63105 Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 8 Check Total: 2,040.36 Vendor: IDEAL Ideal Advertising, Inc Check Sequence: 27 ACH Enabled: False 55585 Uniforms - Crew Tee/Long Sleeve Tee & Hats 2,501.00 05/03/2024 0101-42200-61305 Check Total: 2,501.00 Vendor: InnovOff Innovative Office Solutions, LLC Check Sequence: 28 ACH Enabled: False IN4517418 Roll Towel Dispenser 194.57 05/03/2024 0101-41920-61025 IN4523370 Bath Tissue 152.31 05/03/2024 0101-41910-61025 Check Total: 346.88 Vendor: LanoEqui Lano Equipment, Inc. Check Sequence: 29 ACH Enabled: False 02-1069115 Harness Kit for Unit #120D 686.76 05/03/2024 6100-48800-61115 Check Total: 686.76 Vendor: LubrTech Lube -Tech Check Sequence: 30 ACH Enabled: False 3474097 15W-4 Bulk Oil 1,487.07 05/03/2024 6100-48800-61020 Check Total: 1,487.07 Vendor: LVCCom LVC Companies Check Sequence: 31 ACH Enabled: False 140116 Pre Engineered System Service Inspection 402.50 05/03/2024 0101-41910-63105 Check Total: 402.50 Vendor: MaileEnt Maile Enterprises, Inc. Check Sequence: 32 ACH Enabled: False August 2023 4' Red Hydrant Markers 979.92 05/03/2024 5100-48100-61110 May 2023 4' Red Hydrant Markers 980.92 05/03/2024 5100-48100-61110 Check Tota 1: 1,960.84 Vendor: Marco Marco Technologies LLC Check Sequence: 33 ACH Enabled: False 528124175 HP T2600 Wide Format Copier 92.88 05/03/2024 0101-41600-62200 528124175 HP T2600 Wide Format Copier 92.88 05/03/2024 0101-41500-62200 528124175 HP T2600 Wide Format Copier 237.36 05/03/2024 2210-41600-62200 528124175 HP T2600 Wide Format Copier 92.88 05/03/2024 0101-42300-62200 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 9 Check Total: 516.00 Vendor: Menards Menards Inc Check Sequence: 34 ACH Enabled: False 17101 Paint Supplies for City Hall 495.49 05/03/2024 0101-41910-61120 17437 Spackling & Caulk 42.99 05/03/2024 0101-41910-61120 17580 Caulk & Orange Coarse Oil 37.98 05/03/2024 0101-41910-61120 17618 Paint for City Hall 403.98 05/03/2024 0101-41910-61120 17733 Masonry Drill Bit 12.99 05/03/2024 0101-43100-61020 17940 Concrete Mix & Green Treated 72.05 05/03/2024 0101-45000-61105 Check Total: 1,065.48 Vendor: MNEquiprr Minnesota Equipment Check Sequence: 35 ACH Enabled: False P56779 Parts for Unit #15-533 206.01 05/03/2024 6100-48800-61115 Check Total: 206.01 Vendor: Minutema Minuteman Press Check Sequence: 36 ACH Enabled: False 982675 Orange Electrical Labels 254.37 05/03/2024 0101-42300-63030 Check Total: 254.37 Vendor: NoStSign North Star Signs & Engraving Check Sequence: 37 ACH Enabled: False 26803 Name Plates for Alex & Eric 62.67 05/03/2024 0101-42300-61005 26803 Name Plates for Abigail - Intern 31.33 05/03/2024 0101-41500-61005 Check Total: 94.00 Vendor: Northlns Northwest Inspection Services Check Sequence: 38 ACH Enabled: False April Asst. Building Official Services 543.25 05/03/2024 0101-42300-63010 Check Total: 543.25 Vendor: ODP Bus ODP Business Solutions, LLC Check Sequence: 39 ACH Enabled: False 363662844001 Office Supplies 30.92 05/03/2024 0101-41400-61005 Check Total: 30.92 Vendor: OneNetGl OneNet Global Check Sequence: 40 ACH Enabled: False D-503664 May 2024 Phone Service @ FS 171.00 05/03/2024 0101-41920-62030 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference D-503664 May 2024 Phone Service @ Comm Ctr 166.00 05/03/2024 2130-44000-62030 D-503664 May 2024 Phone Service @ PW 351.00 05/03/2024 010141930-62030 D-503664 May 2024 Phone Service @ WTP 71.00 05/03/2024 5100-48100-62030 D-503664 May 2024 Phone Service @ CH 1,093.18 05/03/2024 0101-41910-62030 Check Total: 1,852.18 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 41 ACH Enabled: False 3253-402319 Returned Muffler Clamps -21.32 05/03/2024 6100-48800-61115 3253-403685 Micro -V Belt for Unit #371 31.58 05/03/2024 6100-48800-61115 3253-403905 Brake Rotor & Pads for Unit #13-91 139.99 05/03/2024 610048800-61115 3253-403908 Battery for Unit #19-69 55.47 05/03/2024 6100-48800-61115 3253-403935 Battery & Alternator for Unit #8 369.66 05/03/2024 6100-48800-61115 3253-404035 Mini Lamp 2.80 05/03/2024 6100-48800-61115 3253404479 Steer Damper for Unit 413-94 57.17 05/03/2024 6100-48800-61115 3253-404688 Disc Pad Set for Unit #19-552 167.60 05/03/2024 6100-48800-61115 3253-404703 Ball Joint for Unit #19-552 118.17 05/03/2024 610048800-61115 3253-404899 Fuel & Coolant Filter for Unit 94886 208.10 05/03/2024 6100-48800-61115 3253-404930 Batteries for Unit #173 304.82 05/03/2024 6100-48800-61115 3253-404981 Batteries for Unit #173 58.06 05/03/2024 6100-48800-61115 Check Total: 1,492.10 Vendor: Pitney Pitney Bowes Inc Check Sequence: 42 ACH Enabled: False 1025183279 Postage Meter Supplies 1.52 05/03/2024 0101-45000-61405 1025183279 Postage Meter Supplies 3.43 05/03/2024 010141200-61405 1025183279 Postage Meter Supplies 1.90 05/03/2024 2110-46500-61405 1025183279 Postage Meter Supplies 0.39 05/03/2024 0101-41420-61405 1025183279 Postage Meter Supplies 3.43 05/03/2024 0101-41500-61405 1025183279 Postage Meter Supplies 1.14 05/03/2024 0101-43100-61405 1025183279 Postage Meter Supplies 4.58 05/03/2024 0101-42300-61405 1025183279 Postage Meter Supplies 1.91 05/03/2024 5300-48300-61405 1025183279 Postage Meter Supplies 1.53 05/03/2024 0101-46000-61405 1025183279 Postage Meter Supplies 6.87 05/03/2024 5100-48100-61405 1025183279 Postage Meter Supplies 0.38 05/03/2024 0101-41230-61405 1025183279 Postage Meter Supplies 1.14 05/03/2024 0101-42200-61405 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 1025183279 Postage Meter Supplies 0.39 05/03/2024 0101-41300-61405 1025183279 Postage Meter Supplie 3.06 05/03/2024 0101-41400-61405 1025183279 Postage Meter Supplies 3.44 05/03/2024 0101-41600-61405 1025183279 Postage Meter Supplies 3.05 05/03/2024 5200-48200-61405 Check Total: 38.16 Vendor: Pomps Pomp's Tire Service Inc Check Sequence: 43 ACH Enabled: False 2390013312 Tires for Unit #19-552 2,184.84 05/03/2024 6100-48800-61115 2390013451 Wheel Recon/Refurb & Tires 711.20 05/03/2024 610048800-61115 Check Total: 2,896.04 Vendor: PreCise PreCise MRM LLC Check Sequence: 44 ACH Enabled: False IN200-1048616 5MB Flat Data Plan US with NAF 279.00 05/03/2024 0101-43200-61320 IN200-1048616 5MB Flat Data Plan US with NAF 93.00 05/03/2024 0101-43100-61320 IN200-1048616 5MB Flat Data Plan US with NAF 124.00 05/03/2024 5200-48200-61320 IN200-1048616 5MB Flat Data Plan US with NAF 124.00 05/03/2024 5100-48100-61320 Check Total: 620.00 Vendor: R&R R&R Specialties of Wisconsin Check Sequence: 45 ACH Enabled: False 0081962 -IN Seminar for Gary Peterson 210.00 05/03/2024 6100-48800-61315 0081996 -IN Parts to Repair Unit #20-454 241.55 05/03/2024 6100-48800-61115 Check Total: 451.55 Vendor: SlothIns Sloth Inspections, Inc. Check Sequence: 46 ACH Enabled: False April 2024 April 2024 Electrical Inspections 4,323.75 05/03/2024 0101-42300-63005 Check Total: 4,323.75 Vendor: SnapOn Snap-On Industrial Check Sequence: 47 ACH Enabled: False ARV / 61069617 Tools 78.20 05/03/2024 6100-48800-61205 Check Total: 78.20 Vendor: StarTri2 Star Tribune Check Sequence: 48 ACH Enabled: False 10962115 IPad Subscription - 05/06/24 - 06/03/24 28.42 05/03/2024 010141200-61320 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference Check Total: Check Total: 28.42 Vendor: WellsFar Wells Fargo Bank Vendor: Timesave Timesaver Training Supplies 583.75 Check Sequence: 49 ACH Enabled: False M29110 City Council Meeting 167.00 05/03/2024 0101-41100-63005 49.04 M29110 Park Commission Meeting 167.00 05/03/2024 0101-45000-63005 0101-41100-61310 Registration for Conference Check Total: 334.00 0101-45000-61315 Red Cedar 193.41 Vendor: T -Mobile T -Mobile Licenses 21.61 Check Sequence: 50 ACH Enabled: False 996808011 Monthly Cell Phone Service 154.07 05/03/2024 0101-41600-62030 130.00 996808011 Monthly Cell Phone Service 38.74 05/03/2024 0101-43100-62030 0101-42200-61405 996808011 Monthly Cell Phone Service 76.55 05/03/2024 2130-44000-62030 996808011 Monthly Cell Phone Service 43.49 05/03/2024 0101-41420-62030 996808011 Monthly Cell Phone Service 35.65 05/03/2024 5100-48100-62030 Check Total: 348.50 Vendor: TMobileC T -Mobile USA Check Sequence: 51 ACH Enabled: False Escrow GPS Atenna & Coaxial Cable - (Tower) 2,234.29 05/03/2024 5100-00000-24201 Check Total: 2,234.29 Vendor: UnitedLa United Laboratories Check Sequence: 52 ACH Enabled: False INV406199 ESA MP Descaler & Spray Deodorant 661.36 05/03/2024 6100-48800-61005 Check Total: 661.36 Vendor: WellsFar Wells Fargo Bank Check Sequence: 53 ACH Enabled: False Training Supplies 583.75 05/03/2024 0101-42200-61015 Computer Upgrades 393.43 05/03/2024 0101-41420-61225 Finance Meeting with Ehlers 49.04 05/03/2024 0101-41200-61310 Coffee 75.82 05/03/2024 0101-41100-61310 Registration for Conference 290.00 05/03/2024 0101-45000-61315 Red Cedar 193.41 05/03/2024 0101-45000-61105 Licenses 21.61 05/03/2024 0101-41200-61320 Reimburse City for Using Wrong Card 125.63 05/03/2024 0101-42200-61020 Registration for Conference 130.00 05/03/2024 0101-42300-61315 Postage 99.56 05/03/2024 0101-42200-61405 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference Food for Conference 59.42 05/03/2024 0101-42200-61310 NMMA@Capital 9.67 05/03/2024 0101-41200-61310 All Staff Meeting 59.96 05/03/2024 0101-41200-61310 CALL -EM -ALL Subscription 39.00 05/03/2024 0101-43300-61325 Council Workshop 124.30 05/03/2024 0101-41100-61310 Reimburse City for Using Wrong Card 14.60 05/03/2024 0101-42200-61310 WHENIWORK Licenses 70.00 05/03/2024 2130-44000-61320 Misc. Supplies 332.83 05/03/2024 2130-44300-61020 Hotel for Conference 1,175.40 05/03/2024 0101-41230-61310 Misc. Supplies 371.95 05/03/2024 2130-44300-61020 Zoom.US License 299.80 05/03/2024 0101-41420-61320 Subscription 290.00 05/03/2024 0101-41600-61325 Membership Dues 245.00 05/03/2024 0101-41600-61320 7th Ave Front Rd Trail Connect 102.15 05/03/2024 4170-49300-63010 Training Meeting W/Anoka Officers 20.03 05/03/2024 0101-42200-61310 Misc. Supplies 1,132.78 05/03/2024 0101-42200-61020 Garage Door Opener 44.16 05/03/2024 0101-41920-61120 2024 Street Reconstruction 306.45 05/03/2024 4140-49300-63010 Paint Mixer 19.42 05/03/2024 5100-48100-61005 Misc. Supplies 29.99 05/03/2024 0101-42200-61020 Meeting 22.96 05/03/2024 0101-42200-61310 Boiler @ YMCA 213.35 05/03/2024 2130-44000-63105 Misc. Supplies 378.11 05/03/2024 0101-45000-61120 Youth First - Mayors' PB 864.20 05/03/2024 0101-41100-61310 Misc. Supplies 497.38 05/03/2024 2130-44400-61020 Meeting 43.36 05/03/2024 0101-42200-61310 Check Total: 8,728.52 Vendor: YMCAAnd YMCA of the North - Andover Check Sequence: 54 ACH Enabled: False 2024 2024 Water Safety Program 9,000.00 05/03/2024 2320-41400-63900 Check Total: 9,000.00 AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Total for Check Run: 85,252.07 Total of Number of Checks: 54 Reference AP -Computer Check Proof List by Vendor (05/02/2024 - 2:35 PM) Page 14 Accounts Payable 99 Computer Check Proof List by Vendor User: BrendaF Printed: 05/02/2024 - 3:08PM Batch: 00407.05.2024 Invoice No Description Amount Payment Date Acct Number Reference Vendor: ActFleet Action Fleet, LLC Check Sequence: 1 ACH Enabled: False I6879 2023 New Tahoe 18,655.98 05/07/2024 4180-49300-65400 Check Total: 18,655.98 Vendor: AlexHous Alexandra House Check Sequence: 2 ACH Enabled: False 2832407 2024 Program Support 23,600.00 05/07/2024 2320-41400-63005 Check Total: 23,600.00 Vendor: Bolton Bolton & Menk, Inc. Check Sequence: 3 ACH Enabled: False 0334195 Crosstown Blvd Trl - Xeon2Prairie 1,129.50 05/07/2024 4170-49300-63005 0334198 Red Oaks Water Cont fka 21-49 5,421.50 05/07/2024 4110-49300-63005 0334202 WM Improve - Crosstown Blvd 11,085.50 05/07/2024 4110-49300-63005 Check Total: 17,636.50 Vendor: ElectDes Electronic Design Company Check Sequence: 4 ACH Enabled: False M126968 New Sound System 51,387.57 05/07/2024 2130-44300-63105 Check Total: 51,387.57 Vendor: Kuechle Kuechle Underground, Inc Check Sequence: 5 ACH Enabled: False Payment #1 Red Oaks Water Cont fka 21-49 401,826.30 05/07/2024 4110-49300-63010 Check Total: 401,826.30 Vendor: LarsTile Larsen Tile & Stone, LLC Check Sequence: 6 ACH Enabled: False 23-851b City Hall Corridor - Flooring 25,450.00 05/07/2024 4160-49300-63105 24-404b City Hall Bathrooms 9,045.00 05/07/2024 416049300-63105 AP -Computer Check Proof List by Vendor (05/02/2024 - 3:08 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 835,441.W) Total of Number of Checks: 10 AP -Computer Check Proof List by Vendor (05/02/2024 - 3:08 PM) Page 2 Check Total: 34,495.00 Vendor: MetCounW Metro Council Wastewater Check Sequence: 7 ACH Enabled: False 0001172511 June 2024 Sewer Service 141,463.65 05/07/2024 5200-48200-63230 Check Total: 141,463.65 Vendor: MetCounE Metropolitan Council Environmental Services Check Sequence: 8 ACH Enabled: False April 2024 April 2024 SAC Report -323.05 05/07/2024 0101-41400-58100 April 2024 April 2024 SAC Report 32,305.00 05/07/2024 0101-00000-23201 Check Total: 31,981.95 Vendor: SkylSalt Skyline Salt Solutions Check Sequence: 9 ACH Enabled: False 103817 Bulk Treated Salt 56,059.60 05/07/2024 0101-43200-61125 Check Total: 56,059.60 Vendor: UhlCompa Uhl Company Check Sequence: 10 ACH Enabled: False 75563 Labor & Materials for CH RTU Ph2 Project 58,334.50 05/07/2024 4160-49300-63105 Check Total: 58,334.50 Total for Check Run: 835,441.W) Total of Number of Checks: 10 AP -Computer Check Proof List by Vendor (05/02/2024 - 3:08 PM) Page 2 k. -IA it NDOVEki% 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrator David Berkowitz, Director of Public Works/City Engineer FROM: Jason Law, Assistant City Engineer SUBJECT: Award Bid / 23-12 / Crosstown Blvd. NW Trail - Engineering DATE: May 7, 2024 INTRODUCTION The City Council is requested to accept bids and award the contract for Project 23-12, Crosstown Boulevard NW Trail- Bluebird Street NW to Xeon Street NW. DISCUSSION Construction of a trail in 2024 along the south side of Crosstown Boulevard from Bluebird Street to Xeon Street is identified in the City's 2024-2028 Capital Improvement. The proposed J.A. Wedum / Silvercrest Development would construct the trail segment from Hanson Boulevard to Bluebird Street. Plans are being prepared for future extension of this trail alignment from Xeon Street to Prairie Road. The future extension to Prairie Road is currently in the design and review phase as this section would cross the BNSF Railroad right-of-way, requiring a permit from BNSF and crossing upgrades. Further information will be brought forward to the City Council once the BNSF Railroad provides comments to the City. The project is to be awarded based upon the lowest responsible total bid. The bid opening was held on April 25, 2024. Please refer to the attached bid tabulation for a breakdown of all bids received. The three lowest bids received are as follows: Contractor Total Bid North Valley, Inc. $257,935.05 New Look Contracting, Inc. $278,974.25 ASTECH, Corp. $298,069.20 Engineer's Estimate $277, 317.00 BUDGET IMPACT The project is to be funded by the City's Trail Fund and American Rescue Plan Funds. ACTION REQUIRED The City Council is requested to accept bids and award the contract to North Valley, Inc. in the amount of $257,935.05 for Project 23-12, Crosstown Boulevard NW Trail. Respectfully submitted, �ason J. Law, P.E. Attachments: Resolution, Location Map & Bid Tabulation CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE IMPROVEMENT OF PROJECT NO. 23-12 CROSSTOWN BOULEVARD NW TRAIL. WHEREAS, pursuant to advertisement for bids as set out in Council Resolution No. 038-24 dated April 2, 2024, bids were received, opened, and tabulated according to law with results of the three lowest bidders as follows: Contractor Total Bid North Valley, Inc. $257,935.05 New Look Contracting, Inc. $278,974.25 ASTECH, Corp. $298,069.20 Engineer's Estimate $277,317.00 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby accept the bids as shown to indicate North Valley, Inc. as being the apparent low bidder. BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter into a contract with North Valley, Inc. in the amount of $257,935.05 for construction of the improvements; and direct the City Clerk to return to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next two lowest bidders shall be retained until the contract has been executed and bond requirements met. MOTION seconded by Council member Council at a regular meeting this 7th members of the resolution, and Council members and adopted by the City day of May , 2024, with Council against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — City Clerk voting in favor voting d � V A A g A A A A W W(.l V Ol two (u W w Y 0 b ONo V Qt N A W S V T N O O mHdd � 3 m m N N N tVl� N N VVi N N V N Ot N N G A W N W m N W Wp�l �+ tNi� W � N tNi� (Nig pp tNi� Ut N o N N w W N N W 0 N N 0 0 N W 0 W Vwi N N� N N N p N N pp O N N O Y N 3 U D A W N w S OC O O m m �o S p�p m A m O OG V N N W N p O m r W �o m W W O m V N O N O O O N W W W W W N N tO lO OI A lD �O V V W 00 W W W W A V� c a o= w t"n N u, w m 3 3 D 8°? W W w. 9 x 3 z m 3 F. s A 9 3- m W 3 g Q 3 °_ R 3 '.S v w w m g o n '�° n 3 2 00 <>; v D v v s �, W 3 r`o r`o °° ` `m - o 3 - 'S. ° : T. o- o n o .. o ^° n y .. -' o .^. N O w m u H m m � a' So m yo e S, 3 3 $ - 3 m m ^ F n S D ^o > > - n e - m �' n n^ a n C1 __ 1 .g. 2 SR n o < -o 9 m m m 3 0 3 $ � Im o n - 1. A N w P O o n r T JO A C K n y T< n n <% n n n T n () n Z 0 0 o m$ m A H r r H S S ��qq N A. N v H to 88 0 0 HH twig « N 8 O o N C o o N H N o� H v o tH to $$ o tNn O� N a$� N H r C N N o o$ C n o 880$$888^80$8888$$88888$$$8888$858888$$$0888888° w v .«- r m m m r N o w r :�' N lz w �-' m w a H« l0 A W iO G T o O N A m 0 0f C 0 0 g A 0 o ip 0 G 0$ G C 0 0$ A G S _� �too O$ O V O (n G O O S S HH G !J O 0 (n ✓ 0 0 A A 0 0 O S p O O IJ m O N N O A S t0 O O p O N $88$88888s8888888888s8$$$$$8$8$8$$888 $888 T-1 N O c O io N N W$ W O A n A N twit A fPii lV.� t0 W 01 N V m A. w b V J N V W H r W w H m N N C Oo m W N H ��tDpp A N C C N N W C H C �p A N W m N rH+ Oo W r ✓ V H Wp r N iD S" N p tNi� P A N p N Oppf W N O V S �° V 4Hf W 10 twn � � N p A 0 0 0 tPp A91 $ N$$$ o* A pmppp P S ro N m N 0 ONl OOo N O O p A S W lPit x 0 0 0 0 0 tVit S O P S N V p O S C Z O$" H �± N H O$ tmi� tD O O O O V O O O N V N N N O tVo O V N N O O O O Nt O fWo $ 9 O � OVe H A {{pp H V M C Nippy t«ii r N tH.t N OHo W N r« C n H rH+ H o W N rH� W b rH+ H N fH.t O O m V a W N m o V N O tPi� N O !J W S O m 0 O S O N S N 0 0 0 O O O N $ p O S m O O w 0 O pp P O O VVi O O �p 0 m 0 0 w O 0 0 N O 0 O N °i O W N Owwi N N S o 0 0 N O O$ O O S$ S$ S S S S S O O O O S O O O$$ S O,8 O O O S O S$ S O O O O S O U$ S S S$ HW « H« H O V« m H r H O H N V C« W N N O Hp A tpD O Gt O O Ol C O O C wp T W m A N b V l«pp N. O O N N N H« O A H tVi� l p H H V O b O N W O 8 0 W 0 8 0 W 8 0 0 p tOn P 0$ 0 0 0$ O O O O O O S 0 0 .1 0 8 0 0°0 oo 2 o H H G S w N « p S N C H S H H« N 7o W O V O O N .A w O °i `' A o o �D O w a O m r m N 1p a N O p O O w m O O io e O N O O o tp S O O O N W O S N UVi O O O O N H H N V O O N O O O 0 0 0 0$ OSS $ m 0$ o$ 0 0 0$$$ 0 0$ S 0 0 0 O O S S S O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0= 9 C N N A� O O C✓ w C r O m A A W S O S O S O� 0 A N V 0 0 0 t°o Omi rte+ Ol O O T W A O C� t�i� m� O n O N O O$ O O$ O S O O N S O O O W tD N W N O N m m twig O V V w O O pp m H m r A C N N r A N� C r A rte+ A N C P «V r G OH1 r r wN N C� W A H✓ « N C C V r�� N W r N .1. N m C W O A V O OWo p A O Omi O S O O O O N O O$ O O S m V O OS N W W N A N lO W W_ Oo O O S S O O N O O o S O S O o o S S O O O S S L$$91081.1.1.1-1 O S N N$ S o W S A C r« N G W H H C n O iO W iO A S S O V V N N O W O G G m 0 P1 O W w t0 two OPi N r N N pyo p'm a n L"i fp a C r r r t«n •• H a N r v a v H N C v v"> x N V m V Ol m t°o O 0 5- A N N O A m O O m O m 0 N m OVl N OO O A O O (�O 10 G A N m✓ A W .H. O n«i V N O A N O O A W m 0 ~ 0 0 tmo S O N O m N 02"M. .H. W O O 9 0 0 0 0$ O O S O S O O O O O O N O$ O O O S S O$$ O S$$ S S S S$ S$ S O O O N p p NISO C C N V H O O N C C O O S$ mo W N C O O S O O O O V O O O O O O O O W O O S S O C N V O O O N tHoo C O A a S O N O O O O O O O S$ O S O S$$$$$$ S S S B O O S S O O O O O O O 0 n C C �yy�� A C Owl J H N N A lin t0 C N N H A O N be �p L A C N ipq H P Ot H two H C S C H C C y A H O o� 3_ O OO OW O O O COAO W V C m P$ N p«� OOOOP O 8C O p O O p ONNm O O O1 O P O tml� O O$ mV OO O O SS $$$$$ S S 0 0 0 0 0 0 0 S S O O$ S S$$$ S O O O O S O P = f c a n D n O 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 Pu 'c rks/City Engineer SUBJECT: Approve Plans &Specs/Order Ad for s/24-18/Public Works West Parking Lot Construction - Engineering DATE: May 7, 2024 y. INTRODUCTION The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 24-18, Public Works West Parking Lot Construction. DISCUSSION Identified in the City's 2024-2028 Capital Improvement Plan is reconstruction of the existing parking lot on the west side of the Public Works Building. Improvements would include removing the deteriorated pavement, finish the existing median with concrete, install pedestrian ramps, replace damaged concrete curb and pave (two lifts) a 4" thick bituminous surface. Originally the parking lot was going to be a simple reclaim and pave. Once staff got into the design details it was determined that the parking lot did not drain properly on the north side causing premature pavement failure. Other items identified during design that needed to be addressed is the addition of pedestrian ramps and replacement of brick pavers with concrete in the median. Brick pavers have been removed by Public Works staff. Plans and specifications are available in the City Engineer's office for review. BUDGETIMPACT The 2024-2028 Capital Improvement Plan identifies a budget of $70,000. Due to significant design changes the Engineering Estimate for the project is $140,000. Funding for the project would be from the Building Capital Projects Fund. ACTION REQUIRED The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 24-18, Public Works West Parking Lot Construction. Re ectfully submitted, David D. Berkowitz, P.E. Attachment: Resolution 'll, CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 24-18, PUBLIC WORKS WEST PARKING LOT CONSTRUCTION. WHEREAS, pursuant to Resolution No. 012-24, adopted by the City Council on the 16th day of January, 2024, the City Engineer has prepared final plans and specifications for Project No. 24-18. WHEREAS such final plans and specifications were presented to the City Council for their review on the 7th day of May, 2024. 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 9:00 a.m., June 6th , 2024. MOTION seconded by Council member and adopted by the City Council at a regular meeting this 7th day of May, 2024 with Council members voting in favor of the resolution, and Council members against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — 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 Administr FROM: David D. Berkowitz, Director of Pu orks/City Engineer SUBJECT: Approve Declaration of Encroachment ROW/1357 —152nd Ln. NW/23-12 — Engineering DATE: May 7, 2024 INTRODUCTION The City Council is requested to approve the Declaration of Encroachment ROW, Conditions and Covenants for 1357 — 152nd Lane NW, Project 23-12. DISCUSSION Through the design of the Crosstown Blvd Trail from Bluebird Street NW to Xeon Street NW it was determined that the fence at 1357 — 152nd Lane was installed in the right-of-way (ROW) of Crosstown Blvd NW. The fence was installed by the previous owner of the property. The fence will need to be moved 2 feet towards the house to accommodate the trail construction but to put it outside the ROW (approximately 4 feet) would cause the owner to relocate pool equipment that was also installed by a previous owner. In cases like this the process the City has approved in the past is to enter into a Declaration of Encroachment, Conditions and Covenants agreement with the property owner. Based on staff review the encroachment will not impede storm sewer maintenance, access, or drainage, therefore, the recommendation is to approve the Declaration of Encroachment ROW Conditions and Covenants. ACTION REQUIRED The City Council is requested to approve the Declaration of Encroachment ROW, Conditions and Covenants for 1357 — 152nd Lane NW, Project 23-12. ctfully submitted, 0 - David David D. Berkowitz Attachments: Location Map & Declaration of Encroachment ROW, Conditions and Covenants AN, P,oJv E k Andover veneral Mapping Map Date Created: April 29, 2024 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. DECLARATION OF ENCROACHMENT ROW, CONDITIONS AND COVENANTS THIS AGREEMENT, entered into and made effective as of the date fully executed by all parties, is by and between Christopher White and Emily White, husband and wife, 1357 152nd Lane NW, Andover, Minnesota 55304, owners of said property noted below (hereinafter "Owner"), and the City of Andover, a Minnesota Municipal Corporation with its principal place of business located at 1685 Crosstown Boulevard NW, Andover, MN 55304 (hereinafter the "City"). WHEREAS, Owner is the fee owner of 1357 152nd Lane NW (Lot 1, Block 1, Winslow Hills 3`d Addition; PIN: 23 32 24 31 0027), Andover, Anoka County, Minnesota (hereinafter the "Property"); and WHEREAS, the City has a platted right-of-way of Crosstown Boulevard NW that currently exists as shown on Exhibit A attached hereto and made a part hereof (hereinafter "ROW"); and WHEREAS, Owner had a fence (hereinafter "Improvements") constructed within the ROW; and WHEREAS, the City is willing to acknowledge and agree to an encroachment of the ROW for said Improvements contingent upon Owner agreeing to abide by certain conditions; and WHEREAS, Owner is aware the area is for ROW purposes and that City access and/or infrastructure construction may be required in said ROW, resulting in the requested removal of the Improvements. NOW, THEREFORE, in consideration of the foregoing and the City's consent and approval to the encroachment into the ROW, Owner hereby agrees as follows: 1. To hold the City harmless and indemnify the City from any and all liabilities, and defend against lawsuits, expenses, damages, acts or failures to act, attorney's fees and court costs, which may arise as a result of Owner, or thier successors in interest, constructing and maintaining said Improvements upon, in, or around the ROW of the City. 2. The City shall not be held responsible for any damage to said Improvements whatsoever as a result of the City exercising its rights to access, excavate, repair, construct or maintain any public improvements within said ROW. 3. Any additional cost to maintain, repair or replace the public infrastructure within the ROW due to the Owner's encroachment within said ROW shall be the sole responsibility of Owner or their successors in interest to the extent the cost exceeds the costs the City would incur if the Improvements did not encroach into the ROW. 4. The Owner shall remove the fence at their expense if and when requested by the City due to future infrastructure improvements. 5. In the event the Property is abandoned or vacated, the City may terminate this Agreement upon ten (10) days written notice to Owner at Owner's last known address. 6. Owner hereby covenants and agrees that Owner will not permit or allow any mechanic or materialman's liens to be placed on or affect the ROW. Notwithstanding the previous sentence, however, in the event any such lien shall be so placed on the ROW, Owner shall take all steps necessary to see that it is removed within thirty (30) days of its being filed. 7. The City may require evidence of insurance from Owner, in amount the City deems reasonable and necessary in its sole discretion, to cover the indemnification required herein. 8. The parties hereto represent, warrant and agree that each has been represented by their own counsel, or has had the right to be so represented but declined any such representation; that they have thoroughly read and understand the terms of this Agreement; that they have conferred with their respective attorneys on any questions in regard to this Agreement, or had the right to confer with an attorney but have declined to do so; and have voluntarily entered into this Agreement. 9. This Agreement shall not be construed more strictly against one party than against any other party by virtue of the fact that the Agreement may have been drafted or prepared by counsel for one of the parties, it being recognized that all parties to this Agreement have contributed substantially and materially to the negotiations and/or preparation of this Agreement. 10. This Agreement shall be construed under and enforced in accordance with the laws of the State of Minnesota. 11. If any provision of this Agreement shall be determined by any court or governmental agency to be invalid or unenforceable, the remainder of this Agreement and the application of such provision to other persons or circumstances shall not be affected thereby, and shall remain enforceable to the greatest extent permitted by law. 12. Any notice required or permitted to be given in accordance with the terms of this Agreement may be given by first class U.S. Mail, postage prepaid, overnight courier or by personal service, to the other party at the address set forth in the first paragraph of this Agreement, or at such other address as either party, or their successors or assigns, may hereafter designate to the other party in writing. 13. This Agreement is contingent upon Owner relocating the Improvements by moving said Improvements two (2) feet closer to Owner's residence (thus reducing the overall encroachment of the Improvements within the ROW from four (4) feet to two (2) feet). IN WITNESS WHEREOF, the parties have hereunto set their hands as of the date opposite their signatures. CITY OF ANDOVER Dated: , 2024 By: Its: Dated: 22024 2 By: Its: Mayor City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) On this day of , 2024, before me, a notary public within and for said county, personally appeared Sheri Bukkila and Michelle Hartner to me known to be respectively the Mayor and City Clerk of the City of Andover, and who executed the foregoing instrument and acknowledge that they executed the same on behalf of said City. Dated: O4/ l7 , 2024 Dated: b 1' ( l' 2 024 STATE OF MINNESOTA ) ) ss. COUNTY OFh ) Notary Public OWNER C stopher Whitef/ iy Ve On this day of , 2024, before me, a notary public within and for said county, personally appeared Christopher White and Emily White, husband and wife, who executed the foregoing instrument and acknowledged that she executed the same of her own free will and as the owner of the Property described herein. ria KORINA B PROTSYUK Notary Public Notary Public t Minnesota My Commission Expires Jan 31, 2027 DRAFTED BY: Berglund, Baumgartner & Glaser, LLC 2140 4' Avenue North Anoka, MN 55303 This instrument is exempt from registration tax and recording fees under Section 386.77 of the Minnesota statutes. 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 Jim Dickinson, City Administto David Berkowitz, Director of Public-V4pjks / City Engineer Order Improvement/Order Plans & Specs/24-32/Fiber Optics for City Utilities/Well #9 & LS #10 & #11 - Engineering May 7, 2024 INTRODUCTION The City Council is requested to order the project and direct preparation of final plans and specifications for Project 24-32, Fiber Optics for City Utilities/Well #9 & LS #10 & #11. DISCUSSION Installing a City owned fiber optic network to City utilities such as wells and lift stations can ensure better communication and redundancy to have better control of sanitary sewer and water system. Public Works staff have started the process to extend the fiber optics to wells around the City Campus and now would like to expand the system further by adding Well #9 and Lift Stations 10 & 11 to the network. The 2024-2028 Capital Improvement plan (see attached map) identifies construction of fiber conduit along the same path as the planned water main along Crosstown Blvd, Prairie Road, and Andover Boulevard. Through discussions with the Critical Infrastructure Committee, it was determined that at this point it would be more suitable to get more of the City utilities on the network system instead of installing a conduit for future fiber expansion. 06 The plan now is to expand the system that Public Works started from Well #8 to Well #9 and Lift Station #11 and expand the network from Tower #2 to Lift Station #10. See attached map for specific location. BUDGET IMPACT The project is estimated to cost $250,000 and will be funded by a combination of Sanitary Sewer Trunk ($166,000) and Water Trunk ($84,000) funds. ACTION REQUIRED The City Council is requested to order the project and direct preparation of final plans and specifications for Project 24-32, Fiber Optics for City Utilities/Well #9 & LS #10 & #11. r2; ly submitted, erkowitz, P. . Attachments: Resolution, 024-2028 CIP Fiber Optics Conduit Location Map & Current Project Location Map✓ CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION ORDERING PROJECT AND DIRECT PREPARATION OF FINAL PLANS AND SPECIFICATIONS FOR PROJECT NO. 24-32, FIBER OPTICS FOR CITY UTI LITIES/WELL#9 & LS #10 & #11. WHEREAS, the City Council of the City of Andover is cognizant of the need for the improvements, specifically Project No. 24-32; and WHEREAS, the project is to be funded by the NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover that: 1. The City Council is cognizant of the need for improvements. 2. The proposed improvement is hereby referred to Bolton & Menk, Inc. to prepare final plans and specifications. MOTION seconded by Council member and adopted by the City Council at a regular meeting this 7t" day of May , 2024, with Council members a voting in favor of the resolution, and Council members voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — City Clerk C I T Y O F NDOVE^ 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Cou CC: Jim Dickinson, City FROM Michelle Hartner, City �I%,In SUBJECT: Approve 2024 Used Vehicle Sales Business Licenses DATE: May 7, 2024 INTRODUCTION Used Vehicle Sales Business licenses expired on December 31, 2023. DISCUSSION The following have applied for renewal of their Used Vehicle Sales License and paid the appropriate fee. Apple Auto Inc. — 3138 162nd Lane NW, Suite 2 ACTION REQUIRED The City Council is requested to approve the above licenses for the period May 8, 2024 through December 31, 2024. Respectfully submitted, Michelle Hartner City Clerk Attach: License application 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Used Vehicle Sales Business License Renewal Application Required Documents: • Completed Application Form • Vehicle Sales License Fee: $105.00 • Copy of State Dealers License • State Workers Compensation Form • State Verification of Property Lease Form Person Applying For License: First Name Middle Name Last Name�Ql Business Name (4 � -. — ) [ VI Business Address a y (�2 L ff AA✓ Akl&x- 62-/ /i/►�/ Home Address Home Phone Business Phone Lx 1 Email Address I (We) agree to operate such business in accordance with the laws of Minnesota and the ordinances of the City of Andover. Information in this application is classified as public data and will be provided to the public upon request. Licenses expire on December 31St of each year. Lack of payment of annual licensing fee shall be cause for revocation of license. 14f Z -k ''S gna re D to License Renewal Fee $105.00 License # QoaLq — City Council Action STATE OF MINNESOTA Dealer License Certificate DEALER NUMBER: DLR35088 EXPIRATION: 31 -Jan -2025 Name: APPLE AUTO INC Dealer Type: Used Address: 3138 162ND LN NW STE 2 ANDOVER MN 55304-4990 Additional Location: Owners/Officers: ITICHA, MOTI S ABDURAHMAN, RASHID BEDER IBRAHIM, HAYDARUS MUSSA phi IW 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: CC: FROM: SUBJECT: DATE: Mayor & Councilmembers Jim Dickinson, City Administrator Joe Janish, Community Developmo Jake Griffiths, Associate Planner Accept Dedication of Easements —171 May 7, 2024 and Lake Dr NW — Planning ACTION REQUESTED As part of an administrative lot split application, the property owner is dedicating easements to the City of Andover as requested by the Engineering Department. While the lot split application can be approved administratively by City staff, the City Council is required to act on the dedication of easements. Therefore, the City Council is requested to accept the dedication of easements as deemed necessary by the City Engineer at 17130 Ward Lake Dr NW. ectfully sub tted, Jake Griffiths Associate Planner Attachments Dedication of Easement Exhibit CC: Kim Ganter, 17130 Ward Lake Dr NW, Andover, MN 55304 (Via Email) EASEMENT EXHIBIT -for- KIM GANTER -of- 17130 WARD LAKE DRIVE ANDOVER, MN 55304 (SEE SHEET 1 FOR PARCEL DESCRIPTIONS) PROPOSED EASEMENT DESCRIPTIONS: A 10 foot wide perpetual easement for drainage and utility purposes over, under, and across that part of the following described parcel which adjoins and lies SO feet westerly of the 66 foot wide roadway easement as described in Document Number 868131 as recorded in the office of the Anoka County Recorder; a 10 foot wide drainage and utility easement over, under, and across the westerly 10 feet and the southerly 10 feet of the following described parcel; and a 10 foot wide drainage and utility easement over, under, and across the westerly 440 feet of the northerly 10 feet of said following described parcel. Said parcel described as follows: That part of the Northeast Quarter of the Northeast Quarter of Section 11, Township 32, Range 24, Anoka County, Minnesota, lying southwesterly of the centerline of Ward Lake Drive and easterly of the easterly right of way line of the Burlington Northern Railroad. Excepting therefrom that part described as follows Commencing at the northeast corner of said Northeast Quarter of the Northeast Quarter; thence on an assumed bearing of South 00 degrees 20 minutes 47 seconds West, along the east line of said Northeast Quarter of the Northeast Quarter, a distance of 168.66 feet to the point of beginning of the tract to be described; thence continuing South 00 degrees 20 minutes 47 seconds West, along said east line of the Northeast Quarter of the Northeast Quarter, a distance of 518.58 feet; thence North 89 degrees 39 minutes 28 seconds West a distance of 771.02 feet; thence North 48 degrees 37 minutes 55 seconds East a distance of 921.60 feet to the centerline of Ward take Drive as traveled; thence southeasterly, along said centerline, a distance of 112.11 feet along a non-tangential Curve concave to the southwest, having a radius of 135.00 feet, a central angle of 47 degrees 34 minutes 53 seconds and a chord that bears South 27 degrees 03 minutes 39 seconds East; thence North 86 degrees 43 minutes 48 seconds East, along a non -tangent line, a distance of 33.00 feet to the point of beginning. AND A 10 foot wide perpetual easement for drainage and utility purposes over, under, and across the above described parcel,which adjoins and Iles 10 feet to the left of the following described "Line A". "Line A" Is described as follows: Commencing at the northeast comer of said Northeast Quarter of the Northeast Quarter; thence on an assumed bearing of South 00 degrees 20 minutes 47 seconds West, along the east line of said Northeast Quarter of the Northeast Quarter, a distance of 687.24 feet; thence North 89 degrees 39 minutes 28 seconds West a distance of 68.69 feet the the westerly line of Ward Lake Drive and to the point of beginning of said "Une A" to be described; thence continuing North 89 degrees 39 minutes 28 seconds West a distance of 702.33 feet to a point hereinafter referred to as "Point B"; thence North 48 degrees 37 minutes 55 seconds East a distance of 453.28 feet to a point hereinafter referred to as "Point C" and said "Line A" there terminating. AND A 20 foot wide perpetual easement for drainage and utility purposes over, under, and across the above described parcel. The centerline of said easement is described as follows: Beginning at the previously described "Point B"; thence South 00 degrees 20 minutes 47 seconds West a distance of 301.00 feet; thence South 89 degrees 39 minutes 28 seconds East a distance of 706.95 feet to the westerly line of Ward Lake Drive and said "Line B" there terminating. The sidelines are to be prolonged or shortened to terminate at said westerly line of Ward Lake Drive. AND A perpetual drainage and utility easement over, under and across the above described parcel described as follows: Beginning at the aforementioned "Point C% thence North 48 degrees 37 minutes 55 seconds East, along the northeasterly extension of the previously described "Line A", a distance of 468.32 feet to the centerline of Ward lake Drive; thence northwesterly along said centerllne a distance of 61.16 feet, said centerilne being a non-tangential curve concave to the south, having a radius of 135.00 feet, a central angle of 25 degrees 57 minutes 31 seconds and a chord that bears North 63 degrees 45 minutes 51 seconds West; thence continuing along said center line North 76 degrees 48 minutes 36 seconds West a distance of 194.97 feet to Its Intersectlon with the north line of said Northeast Quarter of the Northeast Quarter; thence South 89 degrees 35 minutes 44 seconds West, along said north line of said Northeast Quarter of the Northeast Quarter, a distance of 331.61 feet to the east line of the west 440 feet of said Northeast Quarter of the Northeast Quarter; thence South 01 degree 31 minutes 45 seconds West, along said east line of the west 440 feet, a distance of 87.67 feet; thence South 42 degrees 33 minutes 18 seconds East a distance of 255.50 feet; thence South 28 degrees 50 minutes 15 seconds West a distance of 76.52 feet; thence South 25 degrees 04 minutes 18 seconds East distance of 24.85 feet; thence South 80 degrees 47 minutes 30 seconds East a distance of 81.36 feet to said point of beginning. AND A perpetual drainage and utility easement over, under, and across the above described parcel described as follows: Commencing at the point of beginning of the aforementioned "Line A"; thence North 89 degrees 39 minutes 28 seconds West, along said "Line A", a distance of 214.31 feet to the point of beginning of the easement to be described; thence South 18 degrees 13 minutes 08 seconds East a distance of 67.54 feet; thence South 08 degrees 50 minutes 57 seconds East a distance of 63.36 feet; thence South 32 degrees 59 minutes 43 seconds East a distance of 140.22 feet; thence South 11 degrees 44 minutes 43 seconds West a distance of 25.53 feet; thence South 66 degrees 01 minute 20seconds West a distance of 107.58 feet; thence South 33 degrees 57 minutes 54 seconds West a distance of 59.21 feet; thence South 03 degrees 37 minutes 29 seconds West a distance of 120.93 feet; thence South 71 degrees 09 minutes 52 seconds West a distance of 64.38 feet; thence South 07 degrees 19 minutes 30 seconds East a distance of 122.86 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence North 89 degrees 39 minutes 28 seconds West, along said south line, a distance of 20.18 feet; thence North 07 degrees 19 minutes 30 seconds West a distance of 115.25 feet; thence South 72 degrees 24 minutes 40 seconds West a distance of 114.05 feet; thence North 17 degrees 11 minutes 53 seconds West a distance of 86.90 feet; thence North 33 degrees 00 minutes 35 seconds East a distance of 98.45 feet; thence North 14 degrees 52 minutes 02 seconds West a distance of 48.22 feet; thence North 34 degrees 11 minutes 37 seconds East a distance of 31.05 feet; thence North 71 degrees 34 minutes 34 seconds East a distance of 41.13 feet; thence North 40 degrees 32 minutes 01 second East a distance of 106.05 feet; thence North 81 degrees 19 minutes 07 seconds East a distance of 62.29 feet; thence North 08 degrees 20 minutes 52 seconds East a distance of 29.92 feet; thence North 82 degrees 35 minutes 03 seconds West a distance of 27.99 feet; thence North 34 degrees 51 minutes 15 seconds West a distance of 59.22 feet; thence South 86 degrees 38 minutes 08 seconds West distance of 46.88 feet; thenceNorth 39 degrees 13 minutes 25 seconds West a distance of 48.64 feet; thence North 01 degree 26 minutes 17 seconds East a distance of 52.82 feet; thence North 34 degrees 52 minutes 43 seconds East a distance of 43.81 feet to said "Line A"; thence South 89 degrees 39 minutes 28 seconds East, along said "Une A", a distance of 131.76 feet to said point of beginning. AND A 33 foot wide perpetual easement for public roadway, drainage, utility, and tail purposes over, under and across the above described parcel. Said easement adjoins and lies southwesterly of the following described line: Commencing at the aforementioned "Point C"; thence North 48 degrees 37 minutes 55 seconds East, along the northeasterly extension of the previously described "Line A", a distance of 468.32 feet to the centerllne of Ward Lake Drive and to the point of beginning of the Ilne to be described; thence northwesterly along said centerllne a distance of 61.16 feet, said centerline being a non-tangential curve concave to the south, having a radius of 135.00 feet, a cental angle of 25 degrees 57 minutes 31 seconds and a chord that bears North 63 degrees 45 minutes 51 seconds West; thence continuing along said centerline North 76 degrees 48 minutes 36 Seconds West a distance of 273.76 feet; thence continuing westerly along said centerllne a distance of 79.20 feet, said centerline being a tangential curve concave to the south, having a radius of C:\USERS\BBYER.EC,RIID\DESKTOP\REMOTE iF_ I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JASOWE_MO Date: 4/16/2024 License No. 41578 b 1,189°35'44"E o r 327.77 ftp ti y2 ` GRAPHIC SCALE 100 0 50 100 200 1 INCH = 100FEET tECENo • DENOTES IRON MONUMENT FOUND AS LABELED DENOTES IRON MONUMENT SET, MARKED RLS# 41578 DENOTES ANOKA COUNTY CAST IRON MONUMENT z DENOTES EXISTING SPOT ELEVATION ® DENOTES PROPOSED SPOT ELEVATION ® DENOTES WELL ------- --•�" DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES TREE LINE --- DENOTES BUILDING SETBACK LINE DENOTES ADJACENT PARCEL OWNER INFORMATION ecu ,:s§M46 (PER ANOKA COUNTY TAX INFORMATION) • DENOTES SOIL BORINGS BY TRADEWELL SOIL TESTING O DENOTES 20 FT. SOIL BORING BY HAUGO GEOTECHNICAL SERVICES DENOTES DRAINAGE ARROW NOTES Field survey was completed by E.G. Rud and Sons, Inc, on 7/24/2023 and Feb. 2024 Bearings shown are on the Anoka County datum. Surveyed premises contains 27.04 acres. This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. Contours shown per Anoka County GIS map and field verified by E.G. Rud and Sons, Inc. For the purposes of this survey Ward Lake Drive is shown as a 66 foot wide right of way based on the centerline of the existing road as traveled and public roadway easement described in Quit Claim Deed filed as Document No. 868131. PARCEL ID. *: 11-32-24-11-0008. - Parcel shown on this survey map Is In Flood Zone AE and Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.), according to Flood Insurance Rate Map Community No. 270685 Panel No. 0195 Suffix E by the Federal Emergency Management Agency, effective date December 16, 2015. Drainage calculations provided by Plowe Engineering NORTH VICINITY MAP PART OF SEC. 1, TWP. 32, RNG. 24 ANOKA COUNTY, MMESOTA NO SCALE BENCHMARK ANOKA COUNTY BENCHMARK NO. 2058 ELEVATION = 904.75 (NAVD 88 DATUM). DRAWN BY: BAB I JOB NO: 230741PP I DATE: 8/3/2023 CHECKBY: 1ER I FIELD CREW: IH/IER2 1 3/21/24 CITY COMMENTS BAB 2 4/16/24 CITY COMMENTS BAB 3 NO. DATE nISCRIPTION BY EST.'S" Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 LNNDOVEA I T Y O F 9 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 WWW.ANDOVE RMN.GOV TO: Mayor & Councilmembers `� f Jun Dickinson, City Adminis Joe Janish, Community Deve pment irector� FROM: Jake Griffiths, Associate Planner SUBJECT: Approve City Code Amendments & Summary Ordinance for Publication — Title 8: Public Ways and Property, Title 1: Administration, Title 3: Business and License Regulations — Planning DATE: May 7, 2024 DISCUSSION The proposed amendments to City Code Title 8: Public Way and Property address the operation of bicycles and electric -assisted bicycles in parks and trails, and the proposed amendments to City Code Title 1: Administration address the Fee Schedule relative to lot split fees and canvasser/solicitor, transient merchant, and peddler fees. These proposed amendments were previously reviewed by the City Council at the March 26, 2024, Workshop and the Council was generally supportive of the proposed amendments. The proposed amendments to City Code Title 3: Business and License Regulations address a discrepancy between the City and State of Minnesota requirements for the sale of cannabinoid products relative to location and proximity restrictions between licensed establishments. It should be noted that the City will need to do further updating to the Code once the State Office of Cannabis Management (OCM) is ready to begin issuing its own licenses. Draft amendment language is included in the attached resolution. ACTION REQUESTED The City Council is requested to approve the City Code amendments and summary ordinance for publication. ectfully su itted, '5; Jake Griffiths Associate Planner Attachments Draft Resolution of Approval Draft Summary Ordinance for Publication CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. XX THE CITY COUNICL OF THE CITY OF ANDOVER HEREBY ORDAIN AS FOLLOWS: AMENDMENTS TO CITY CODE TITLE 8: PUBLIC WAYS AND PROPERTY, TITLE 1: ADMINISTRATION, AND TITLE 3: BUSINESS AND LICENSE REGULATIONS 8-4-1: Regulations: P. No person shall ride or operate a bicycle or electric -assisted bicycle in any park or on any trail except in a prudent manner and maintain effective control and operation of the bicycle or electric -assisted bicycle. 8-4-2: Violation; Penalties: A. Any person, firm, or corporation violating any of the provisions of Subsections 8-4-1A, B, F, G, H, K, L, N, and O and P of this chapter shall be guilty of a petty misdemeanor and, upon conviction thereof, shall be punished in accordance with state law. 3-9-3: Retail License: K. 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 a school or five hundred (500) feet of a daycare within a commercial zone, residential treatment center, or within a public park that is regularly used by minors (including playground and athletic field). The following shall guide locations (Amended Ord. 557, 11/8/23): (1) Any school, park, daycare 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, park, or daycare establishment to the nearest external portion of the building in which the licensed Retail Establishment is proposed to be located. (Amended Ord. 557, 11/8/23) (-32) Any residential 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. (Amended Ord. 557, 11/8/23) .. ..M.- Mp. �=MW (-32) Any residential 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. (Amended Ord. 557, 11/8/23) 1-7-3: Permit Fees, Service Charges, and Penalties: Lot Split Fee: Lot Split $400.00 ineludes mailing labels Publie Notification Sig $30.00 $288.00 5 a ewe Lot Split Escrow Deposit $400.00 to cover additional costs Transient Merchant License: $50.00 + $25.00 Investigation Fee per individual - 7 da license Peddler License: $100.00 + $25.00 Investigation Fee per individual — 30 day license All other Titles, Chapters, and Sections of the City Code shall remain as written and adopted by the Andover City Council. Adopted by the City Council of the City of Andover this 7th day of May 2024. ATTEST: Michelle Hartner, City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. XX SUMMARY AN ORDINANCE ORDAINING AMENDMENTS TO CITY CODE TITLE 8: PUBLIC WAYS AND PROPERTY, TITLE 1: ADMINISTRATION, AND TITLE 3: BUISNESS AND LICENSE REGULATIONS STATUTORY AUTHORIZATION AND POLICY Statutory Authorization This ordinance amendment is adopted pursuant to the authorization and policies contained in Minnesota Statute 412. Policy The purpose of the Ordinance is to protect the public health, safety, morals and welfare of residents of the City of Andover. The amendments address issues of clarity, consistency and relevance in the City Code. The amendments to City Code Title 8: Public Way and Property address the operation of bicycles and electric -assisted bicycles in parks and trails, and the amendments to City Code Title 1: Administration address the Fee Schedule relative to lot split fees and canvasser/solicitor, transient merchant, and peddler fees. The amendments to City Code Title 3: Business and License Regulations address a discrepancy between the City and State of Minnesota requirements for the sale of cannabinoid products relative to location and proximity restrictions between licensed establishments. GENERAL PROVISIONS AND DEFINITIONS Jurisdiction The provisions of this ordinance shall apply to the City of Andover. Enforcement The City Administrator or his/her designee shall have the authority to enforce the provisions of this ordinance. Interpretation Interpretation of the provisions of this ordinance shall be held to be the minimum requirements and shall be liberally construed in the favor of the governing body. A printed copy of this ordinance is available for inspection by any person during regular hours of the City Clerk. Adopted by the City Council of the City of Andover on this 7th day of May, 2024. ATTEST: CITY OF ANDOVER Michelle Hartner, City Clerk Sheri Bukkila, Mayor ••"•Y`e`a ' L C I T Y th NNDOVE 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 Administrat FROM: Michelle Hartner, City Clerk SUBJECT: Approval of On -Sale Wine License/13650 Hanson Boulevard NW, #102 DATE: May 7, 2024 INTRODUCTION Meijian Xiao, Joy Kitchen, 13650 Hanson Boulevard, Suite 102 has applied for an On - Sale Wine License. DISCUSSION Mr. Xiao is changing the Licensee name from Joy Kitchen Inc. to New Joy Kitchen Inc. The Minnesota Alcohol Enforcement Division requires the license to be approved at an official meeting by the governing body of the City for a name change. ACTION REQUIRED The City Council is requested to approve the above license for the period of May 8, 2024 through December 31, 2024. ,Respectfully submitted, Michelle Hartner City Clerk Attach: License Application Minnesota Department of Public Safety ( I ERE=Alcohol and Gambling Enforcement Division (AGED) 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 Alcohol & Gambling Enforcement Telephone 651-201-7507 Fax 651-297-5259 TTY 651-282-6555 Certification of an On Sale Liquor License, 3.2% Liquor license, or Sunday Liquor License Cities and Counties: You are required by law to complete and sign this form to certify the issuance of the following liquor license types: 1) City issued on sale intoxicating and Sunday liquor licenses 2) City and County issued 3.2% on and off sale malt liquor licenses Name of City or County Issuuiing Liquor License 10 i61 License Period From: To: aq Circle One: New LicensLicense Transfer Suspension Revocation Cancel (former licensee name) (Give dates) License type: (check all that apply) [ZOn Sale Intoxicating ❑ Sunday Liquor ❑ 3.2% On sale ❑ 3.2% Off Sale Fee(s): On Sale License fee:$ Sunday License fee: $ 3.2% On Sale fee: $ 3.2% Off Sale fee: $ Licensee Name:_ NEW X11% U J(&� IN[C, C, DOB �ocial Security (corporation, partnership, LI;C, or Individual) ' / 0 214"IF, Business Trade NameJOY YLi YH Business Adddress i6§)�Ll/r� ,Okj V+ City Zip Code County Business Phone 763 �;6(- �Do Home Phon Home Addre. _ , City ' Licensee's Federal Tax ID # —%- Licensee's MN Tax ID# Z (To appl call IRS 800 829-4933) / If above named licensee is a corporation, partnership, or LLC, complete the following for each partner/officer: A. 14C-1 )141 10A6 Partner/0 frcer Name (First Middle Last) DOB social Security # Home Acaaress Partner/Officer Name (First Middle Last) Partner/Officer Name (First Middle Last) Social Security # DOB Social Security # Home Address Home Address Intoxicating liquor licensees must attach a certificate of Liquor Liability Insurance to this form. The insurance certificate must contain all of the following: 1) Show the exact licensee name (corporation, partnership, LLC, etc) and business address as shown on the license. 2) Cover completely the license period set by the local city or county licensing authority as shown on the license. ❑ Yes �No During the past year has a summons been issued to the licensee under the Civil Liquor Liability Law? Workers Compensation Insurance is also required by all licensees: Please complete the following: Workers Compensation Insurance Company Name:(' kp,( lLcl al I Certify that this license(s) has been approved in an official meeting by the governing body of the city or county. City Clerk or County Auditor Signature_ Date (title) ON SALE INTOXICATING LIQUOR LICENSEES ONLY, must also purchase a $20 Retailer Buyers Card. To obtain the application for the Buyers Card, please call 651-201-7507, or visit our website at https://dps.mn.gov/ divisions/age/Pages/default.aspx INDOVE *�.I , Le"I 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 Administrator FROM: Lee Brezinka, Finance Manager SUBJECT: Declare Surplus Equipment/Property DATE: May 7, 2024 INTRODUCTION The Finance Department is requesting City Council's approval to declare the following list of equipment/property as surplus property and to authorize the disposal or sale of these items through a State of Minnesota authorized process immediately or once the replacement item is put into service. Brick Pavers — Used, multiple pallets Miscellaneous Lights (4) DISCUSSION These items are no longer in use, outdated, and/or have been (will be) replaced and no longer needed by staff. BUDGET IMPACT The revenues from the sale of the equipment will be recorded in the appropriate funds and used for future purchases and/or operations. ACTION REQUESTED Staff is recommending that the City Council declare all items as surplus property and authorize the disposal or sale through a State of Minnesota authorized process. Respectfully submitted, Lee Brezinka NDOVEivw v )a, 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrator FROM: Joe Janish, Community Development Director SUBJECT: Approve Demolition Quote for 2511 & 2513 Bunker Lake Blvd NW (duplex) - Planning DATE: May 7, 2024 INTRODUCTION The City Council is requested to approve quotes for the demolition 2511 & 2513 Bunker Lake Blvd NW (duplex). DISCUSSION The property at 2511 & 2513 Bunker Lake Blvd NW were purchased by the City of Andover. Once vacant this property was used by the Anoka County Sheriff's Department for training activities. As in past practice this item is on the consent agenda for the City Council's consideration. The quotes have been tabulated and are as follows: PGM, Inc. $18,935 Sauter & Sons $18,500 ACTION REQUIRED The City Council will be requested to approve quotes and award the project to Sauter and Sons Excavating, Inc at tonight's meeting. tfully fitted, h Joe anish Community Development Director / / ' 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City FROM: Ernest Scherger, Deputy Chief of Opers, Andover Fire Department 13. SUBJECT: Approve Implementation of Lexipol - Public Safety Policy Management and Educational Software DATE: May 7, 2024 INTRODUCTION The City Council is requested to approve the implementation of Lexipol, a Public Safety Policy Management and Educational Software for the City's Fire Department. DISCUSSION The new policy management software will allow the Fire Department to manage the accuracy, distribution, and effectiveness of its policies and guidelines. It will also provide real-time updates and electronic signatures; that the content has been reviewed and understood as well as storing old and new copies of the policies. Up to this point the Fire Department has been using a Paper/Microsoft Explorer system to manage the operating procedures and guidelines which has been very cumbersome and extremely outdated. BUDGET IMPACT The software purchase and implementation will be funded by the Public Safety Aid received in 2023. The implementation and software for year one will be $29,554.50. Annual subscription costs to be taken from the Fire Departments Budget thereafter will be $5,328.55 annually. ACTION REQUESTED The Andover City Council is requested to approve the aforementioned public safety policy management and educational software for the Fire Department. Respectfully submitted, Ernest Sc e ---- rC I T Y 0 F*VNNDOVEA 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 City Cou Jim Dickinson, City Michelle Hartner, Ci Approve Therapeutic Massage Therapist License/ 1777 Bunker Lake Boulevard NW, Suite 200 May 7, 2024 INTRODUCTION Alma Antonio, Essentials of Life Chiropractic 1777 Bunker Lake Boulevard NW, Suite 200 has applied for a Therapeutic Massage Therapist License. DISCUSSION Ms. Antonio has applied for a Therapeutic Massage Therapist license, paid the appropriate fee, and been approved by the Sheriff's Office. ACTION REQUIRED The City Council is requested to approve the license for the period of May 8, 2024 through December 31, 2024. Respectfully submitted, Michelle Hartner City Clerk Attach: License Application C I T Y O F NNDOVEA 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Therapeutic Massage Therapist License Application Pursuant to City Code 3-6 the following information must be provided prior to approval: 1. Name of Applicant First Middle f Last 2. Applicant's Date of Birth (must be 18 years old) 3. Telephone Number of Applicant ----,,,=.-.... 4. Email Address of Applicant 5. Home Address of Applicant_ 6. I will be working as a massage therapist at: a Residential Home. Provide address & legal description of home Xa Business. Provide address of business 7. Number of years experier ca as a massage therapist 8. Previous employment as a massage therapist (list name, address and position held: /140 //17 r -S- 7zl� 9. Description of any crime or other offense, including the time, place, date, and disposition for which the applicant has been arrested and convicted: �o Provide a statement as to whether the applicant has had any license denied, revoked or suspended in the City of Andover or the State of Minnesota, the reason therefore,_ and the business activity or occupation of the applicant subsequent to such suspension, revocation or denial. (Attach separate sheet) Furnish proof of graduating from a school of therapeutic massage with a core curriculum of at least 500 hours of in -class, teacher supervised instruction of which no more than 200 hours shall be clinical training. Prior to consideration of the application an investigation shall be made by the county sheriff's department of all persons listed on the license applications, ese� a sy.o yau�^r�rre's lzeehs� Licenses expire on December 31St of each year. Lack of payment of annual licensing fee shall be cause for revocation of license. *�sigdatjmApplicant DX rrrrrrrrrrrrrrr�rrwwrr�rrrrrrrrrr a rrrrrrrr a rrrrrrrrrrrrrrrrrrrrrrrrrr _ Massage Therapist Application Pee: $175.00 Annually (includes investigation fee) License #-(R6a4 6GWDatePaidA'G Approve:—�� Deny: so her s Q ' e City Clerk: Approve Deny City Council: Approve Deny VNNDOVE^ I T Y O F 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 Administr FROM: Lee Brezinka, Finance Manager SUBJECT: Approve Resolution Accepting Contribution from Andover Football Association DATE: May 7, 2024 INTRODUCTION This item is in regard to approving a resolution accepting a dedicated donation made by Andover Football Association. Andover Football Association is donating $10,000 to go towards the Andover Funfest fireworks. DISCUSSION Andover Football Association has made a one-time donation of $10,000 to be used towards the Andover Funfest fireworks. ACTION REQUESTED The Andover City Council is requested to approve the resolution accepting the dedicated donation from Andover Football Association. Respectfully submitted, r eee Brezinka Attachment: Resolution Accepting a Contribution from Andover Football Association CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING A CONTRIBUTION MADE TO THE CITY OF ANDOVER TO BE USED TOWARDS THE ANDOVER FUNFEST FIREWORKS. WHEREAS, any contributions that are to be made to the City of Andover must be accepted by the City Council; and WHEREAS, the $10,000.00 contribution from Andover Football Association is to be used towards the Andover Funfest fireworks. NOW, THEREFORE BE IT RESOLVED by the City Council to hereby accept the contribution, which is to be used towards the Andover Funfest fireworks. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 7th day of May 2024, 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 - City Clerk 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor & Councilmembers CC: Jim Dickinson, City Administr or Joe Janish, Community Devel ment ector4 f / FROM: Peter Hellegers, City Planner SUBJECT: Public Hearing: Consider Vacation of Easement — Outlots B, C, and D in Legacy at Petersen Farms — Planning DATE: May 7, 2024 DISCUSSION The applicant is seeking to vacate the blanket drainage and utility easements in Outlots B, C, and D in the Legacy at Petersen Farms plat. The drainage and utility easements to be vacated are for three outlots which will become part of the Legacy at Petersen Farms Second Addition plat and are either south of 166' Avenue NW or west of Oneida Street NW in the Legacy at Petersen Farms development and are shown in the attached exhibits and on the location map to the right. The vacation will clear the slate for the replat of this area through the Legacy at Petersen Farms Second Addition, which is a subsequent item on tonight's agenda, where a portion of these outlots would be replaced with residential lots and roadways. ra L14 -y a!PE'.Hu0.Farms nor . N The City of Andover Engineering Department has reviewed the proposed vacation of easements and is comfortable with the request. The proposed vacation should not impact the underlying utility mains serving the development with water/sewer main lines as those run under the roadway for 1661 Avenue NW and the Outlots are at the end of the previously platted streets. In addition, the new Second Addition plat would establish roadway, drainage, and utility easements, including blanket drainage and utility easements over the outlots. Review Criteria Section 8-6-1 of the City Code: Vacations of Easements and Right -of -Way provides the City Council with direction on how to process applications for vacations. The City Code states that: 1. The City Council shall consider the advice and recommendation of the City Engineer and the effect of the proposed vacation on street, drainage, and utility needs. 2. The City Council shall consider the proposed use of the easement or portion of the easement to be vacated. 3. The City Council is required to act on the vacation application within 60 days of the City receiving the complete application. 4. There is a time limit for the implementation of the vacation. If the City Council determines that no significant progress has been made in the first twelve months after approval of the application, then the approval will be null and void. ACTION REQUESTED The City Council is requested to hold a public hearing and make a decision on the vacation of easement request. Respeas u tt , Peter City Planner Attachments Draft Resolution of Approval Draft Resolution of Denial Easement Vacation Exhibits Location Map CC: Darren Lazan, Landform (via email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO A RESOLUTION GRANTING THE VACATION OF DRAINAGE AND UTILITY EASEMENTS IN LEGACY AT PETERSEN FARMS, PIN(s) 07-32-24-33-0011, 07-32-24-34-0010, and 07-32-24-32- 0008, LEGALLY DESCRIBED AS FOLLOWS AND SHOWN ON EXHIBIT A, EXHIBIT B, AND EXHIBIT C: Vacate that part of the Drainage and Utility Easement as dedicated on Outlot B, Outlot C and Outlot D, LEGACY AT PETERSEN FARMS, Anoka County, Minnesota, according to the recorded plat thereof. WHEREAS, the property owner has requested to vacate the described drainage and utility easement; and WHEREAS, a public hearing was held pursuant to the requirements of Minnesota State Statute and City Code 8-6-1; and WHEREAS, the City Council finds the request would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby grants the vacation of drainage and utility easement subject to the following: 1. The vacation of easements shall be recorded with Anoka County as shown on "Exhibit A, Exhibit B, and Exhibit C." 2. The Legacy at Petersen Farms Second Addition Final Plat shall be recorded with Anoka County. 3. New Roadway, Drainage and Utility Easements shall be dedicated as part of the Legacy at Petersen Farms Second Addition plat and shall be recorded with Anoka County. 4. Pursuant to City Code 8-6-1-D, if the City Council determines that no significant progress has been made in the first twelve months after approval of the application, the approval will be null and void. Adopted by the City Council of the City of Andover on this 7th day of May 2024. ATTEST CITY OF ANDOVER Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO A RESOLUTION DENYING THE VACATION OF DRAINAGE AND UTILITY EASEMENTS IN LEGACY AT PETERSEN FARMS, PIN(s) 07-32-24-33-0011, 07-32-24-34-0010, and 07-32-24-32- 0008, LEGALLY DESCRIBED AS FOLLOWS AND SHOWN ON EXHIBIT A, EXHIBIT B, AND EXHIBIT C: Vacate that part of the Drainage and Utility Easement as dedicated on Outlot B, Outlot C and Outlot D, LEGACY AT PETERSEN FARMS, Anoka County, Minnesota, according to the recorded plat thereof. WHEREAS, the property owner has requested to vacate the described drainage and utility easement; and WHEREAS, a public hearing was held pursuant to the requirements of Minnesota State Statute and City Code 8-6-1; and WHEREAS, the City Council finds the request would have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby denies the vacation of drainage and utility easement subject to the following: 1. 2. 3. Adopted by the City Council of the City of Andover on this 7th day of May 2023. ATTEST CITY OF ANDOVER Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor 25 25' — - (Y - - I Lu (y Y w L (Y O N89006'20"E 480.37 CO M - 11 � p o 00 O Op, za o Drainage and Utility Easement to be Vacated 50.00 j CD -- { Area = 2.04 Acres N68°43'27"E C) _ ' Y 0 0 6 429 R3, o L=1g7.59 23„ 2 °LO R=665.00 p=26 2=2 p5 p.17°24'30,. rod 0 'Do 0 X530 ��s 41. R a2`L�6 o o � C.BRc'� tiro Io, o Drainage and Utility Easement M to be Vacated N AREA=7.25 ACRES o CO _ C' vr S89°46'20"W 759.05 00 N if ) N N W N o0 O O C/) 91.90 S31 °08'59"W ` -- 120.04 ; S89046'20"W I i 41. R a2`L�6 o o � C.BRc'� tiro Io, o Drainage and Utility Easement M to be Vacated N AREA=7.25 ACRES o CO _ C' vr S89°46'20"W 759.05 00 N if ) N N W N o0 O O C/) 91.90 S31 °08'59"W ` -- 120.04 ; S89046'20"W I co Sgyoo2 �,F32$ � 0 6 0 o 0 0 Z o ON� I L _ \ / I L / Drainage and Utility Easement to be Vacated Area = 3.06 Acres 26.14 N50044'33"W ` \\ o �` OC! 0 S� w 0 �y o d 0 r O C/) h� ohs 1ti 7 66�y\ AVENUE N. IN iVDOVER Location Map - Vacation of Easements (Legacy at Petersen Farms) Date Created April 3, 2024 Disclaimer: The -provider makes no representation or warranties with respect to the reuse of this data. 4a° 71ST AVE NW 3 sr OPEN SPA: EE Z Lu Y O Z Q O c z n OD u4t x D v Z_ y Z j N f 2 3 Legacy at Peterseq, Farms z Q 9L Z 0jWB Fti, &11511IW 65TH AVE NW 158 165TH AVE NW 3 z �n w 5 2 Z N Q Q Y Q n G 162ND LN NW 58 Date Created April 3, 2024 Disclaimer: The -provider makes no representation or warranties with respect to the reuse of this data. VC I T Y 0 F 'NDOVEA 1685 CROSSTOWN BOULEVARD N.W. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City Administrato > FROM: Joe Janish, Community Development for SUBJECT: Consider Legacy at Petersen Farms Second Addition Final Plat - Planning DATE: May 7, 2024 Dlgcl JggTnN The proposed final plat creates eight (8) rural single-family residential lots as part of the planned unit development known as Legacy at Petersen Farms Second Addition. The developer will be required to pay park dedication and trail fees prior to the release of the final plat for recording. City Council has historically taken action on Final Plats as part of the consent agenda, however due to the request for vacation of easements this has been placed on the regular agenda. ACTION REQUESTED The City Council is requested to adopt the attached resolution approving the final plat of Legacy at Petersen Farms Second Addition with conditions. esp t ly s mitt , Joe Janish Community Development Director Attachments Resolution Site Location Map Final Plat CC: Darren Lazan (Via Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. XX A RESOLUTION APPROVING THE FINAL PLAT OF "LEGACY AT PETERSEN FARMS SECOND ADDITION" FOR THE PROPERTY LEGALLY DESCRIBED AS: Qutlot B, Oudot C, and Oudot D, LEGACY AT PETERSEN FARMS, Anoka County Minnesota, according to the recorded plat thereof. AND That part of the South Half of the Southwest Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota, described as follows: Commencing at the Northeast comer of said South Half of the Southwest Quarter; thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said South Half of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 778.17 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 285.28 feet to the south line of said South Half of the Southwest Quarter; thence South 89 degrees 46 minutes 20 seconds West a distance of 776.74 feet to the Pant of Beginning of the property to be described; thence North 16 degrees 11 minutes 24 sends East a distance of 423.21 fest; thence North 53 degrees 08 minutes 38 seconds East a distance of 73.10 feet; thence northwesterly 247.17 feet along a non-tangential curve, concave to the northeast, said curve having a radius of 335.00 feet, a central angle of 42 degrees 16 minutes 24 seconds and a chord bearing of North 50 degrees 58 minutes 41 seconds West; thence South 68 degrees 43 minutes 27 seconds West, not tangent to the last described curve a distance of 50.49 feet; thence South 65 degrees 00 minutes 04 seconds West a distance of 50.78 feet; thence southwesterly a distance of 220.62 feet along a tangential curve, concave to the northwest, said curve having a radius of 479.00 feet and a central angle of 26 degrees 23 minutes 23 seconds; thence southwesterly a distance of 181.21 feet along a tangential reverse curve, concave to the south, said curve having a radius of 615.00 feet and a central angle of 16 degrees 52 minutes 57 seconds; thence South 22 degrees 27 minutes 27 seconds East, not tangent to the last described curve, a distance of 537.64 feet to the South line of said South Half of the Southwest Quarter; thence easterly along said South line to the Point of Beginning. Except Parcel 8, ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO 4, Anoka County, Minnesota, according to the recorded plat thereof. WHEREAS, the City Council has approved the preliminary plat for the project to be known as "Legacy at Petersen Farms Second Addition"; and, WHEREAS, the Developer has presented a final plat of "Legacy at Petersen Farms Second Addition", and it is relatively consistent with the approved preliminary plat. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of "Legacy at Petersen Farms Second Addition" contingent upon the following: 1. The plat shall conform to the final plat stamped received by the City of Andover on April 25, 2024. 2. Separate Vehicle Maintenance Access easement agreements shall be provided over, under and across the appropriate locations which must be approved by the City Attorney and recorded with Anoka County with the final plat. 3. All other appropriate easements including but not limited to easements for the dedication of right- of-way shall be provided, reviewed and approved by the City Attorney and recorded with Anoka County with the final plat. 4. Park dedication and trail fees shall be paid. 5. Declaration of Covenants, Restrictions and Easements shall be reviewed and approved by the City Attorney related to the planned unit development agreement. 6. Outlot A shall be deeded to the parcel to the north, currently owned by Anoka Ind. Grain & Feed, Inc., and shall be deeded within 3 months of City acceptance of the improvements. 7. City Council approval of vacation of easements within Legacy at Petersen Farms. 8. An updated title commitment and the final plat must be approved by the City Attorney. 9. All outstanding comments and conditions from the preliminary plat shall be addressed to the satisfaction of the City Engineer prior to construction or release of the final plat for recording. 10. Prior to the recording of the final plat, a development agreement acceptable to the City Attorney must be executed by the developer. Adopted by the City Council of the City of Andover this 7' day of May, 2024. ATTEST: CITY OF ANDOVER Michelle Hartner, City Clerk Sheri Bukkila, Mayor LEGACY AT PETERSEN FARMS SECOND ADDITION SITE LOCATION 11 7 0 NORTH 0 40 80 SCALE IN FEET 1 INCH = 40 FEET For the purposes of this plat, the north line of the South Half of the Southwest Quarter of Sec. 7, T. 32, R. 24 is assumed to bear S89°52'15'W. O denotes t12 inch by 14 inch iron pipe monument set and marked by License No. 13057 • denotes 112 inch iron pipe monument found marked by License No.13057, unless shown otherwise. denotes edge of Wet Land LEGACY AT PETERSEN FARMS SECOND ADDITION Zfi 39 .E N76°�5�9 T `a f ��.13.73 / NM'04'32'E eS� S? \yV (/ `9 C� Ian Q z 26.14 ;�� N50"44'33"W~ ° \ Rpedwar. Graloage, thii and W, Got. No. 24050H 001 ai DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I - If -10 10 -yl I I _1 I _J I iL 20— -20 (NOT TO SCALE) Being 10 feet in width and adjoining lot lines, unless otherwise shown and 20 feet in width and adjoining right of way lines unless otherwise shown on the plat. City of Andover County of Anoka Sec. 7, T. 32, R. 24 RECEIVED CITY OF ANDOVER I I M described property: I oil / I W _Graining,, utily,anai E Trasementper 3 of Andover, Minnesota at a regular meeting thereof held this day of 20_ and oc.2405085.004 DNo.2405085.003 and 2405085.00 \ \\ NI of I h I v That pan of the South Half of the Southwest Quarter of Sector 7, Township 32, Range 24, Anoka County, Minnesota, described as follows: \ I I Commencing at the Northeast comer of said South Half of the Southwest Quarter, thence on an assumed bearing of South 89 degrees 52 J minutes 15 seconds West, along the north line of said South Hall of the Southwest Quaner, a distance of 975.88 feet; thence South 04 a degrees 29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 778.17 feet; thence South 89 degrees 46 minutes 20 seconds West BY: Clerk To a distance of 59.68 feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 285.28 feet to he south line of said South Half of \\ ml1 ANOKA COUNTY SURVEYOR minutes 38 seconds East a distance of 73.10 feel: thence northwesterly 247.17 feet along a non-tangential curve, concave to the northeast, \ I said curve having a radius of 335.00 feet, a central angle of 42 degrees 16 minutes 24 seconds and a chord bearing of North 50 degrees 58 1 hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and minutes 41 secants West; thence South 68 degrees 43 minutes 27 seconds West, not tangent to the last described curve a distance of 50.49 approved this day of , 20_. L \ feet: thence South 65 degrees 00 minutes 04 seconds West a distance of 50.78 feet; thence southwesterly a distance of 220.62 feel along a tangential curve, concave to the northwest, said curve having a radius of 479.00 feel and a central angle of 26 degrees 23 minutes 23 a„ seconds; thence southwesterly a distance of 18121 feet along a tangential reverse curve, concave to the south, said curve having a radius of BY '?ate 615.00 Leet and a central angle of 16 degrees 52 minutes 57 seconds; thence South 22 degrees 27 minutes 27 seconds East, not tangent to David M. Zieglmeier \\ \\ \ `2vk,• \Gt•°0 2g South line to the Point of Beginning. G ` �o Except Parcel 8, ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO 4, Anoka County, Minnesota, according to the recorded plat thereof. ANOKA COUNTY AUDRORITRFJlSURER City of Andover County of Anoka Sec. 7, T. 32, R. 24 RECEIVED CITY OF ANDOVER (Print name) Notary Public, County, Minnesol My Commission Expires I Lynn P. Caswell do hereby cei that this plat was prepared by me or under my direct supervision; that I am a duty Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be conectly set within one year, that all water boundanes and wet lands, as defined in Minnesota Statutes. Section 505.0 1, Subd. 3, as of the dale of this certificate are shown and labeled on this plat; and all public ways am shown and labeled on this plat. Dated this day of 20 Lynn P. Caswell, Liamsed Land Surveyor Minnesota License Number 13057 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of Notary Public, County, Minnesota My Commission Expires 20_ by Lynn P. Caswell. SECTION 7, TOWNSHIP 32, RANGE 24 ANDOVER, MINNESOTA 0 0 m f ✓N 8r 2Oc Al NO � 165th AVE NW 1s NW m ; F DENOTES SITE L A N D F O R M ft=sikopa& • • • SHEET 1 OF 2 SHEETS KNOW ALL PERSONS BY THESE PRESENTS: That JD Andover Hollings, LLC, a Minnesota limited liability company, owner of the following described property: CITY COUNCIL, CITY OF ANDOVER, MINNESOTA Oudot B, Oudot C, and Outlot D, LEGACY AT PETERSEN FARMS, Anoka County Minnesota, according to the recorded plat thereof. This plat of LEGACY AT PETERSEN FARMS SECOND ADDITION was approved and accepted by the City Council of the City of Andover, Minnesota at a regular meeting thereof held this day of 20_ and AND said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. That pan of the South Half of the Southwest Quarter of Sector 7, Township 32, Range 24, Anoka County, Minnesota, described as follows: CITY COUNCIL, CITY OF ANDOVER, MINNESOTA Commencing at the Northeast comer of said South Half of the Southwest Quarter, thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said South Hall of the Southwest Quaner, a distance of 975.88 feet; thence South 04 BY: Mayor degrees 29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 778.17 feet; thence South 89 degrees 46 minutes 20 seconds West BY: Clerk a distance of 59.68 feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 285.28 feet to he south line of said South Half of 6 a �5 the Southwest Quarter thence South 89 degrees 46 minutes 20 seconds West a distance of 776.74 feet to the Point of Beginning of the 9 property to be described; thence North 16 degrees 11 minutes 24 seconds East a distance of 423.21 feet; thence NOM 53 degrees 08 ANOKA COUNTY SURVEYOR minutes 38 seconds East a distance of 73.10 feel: thence northwesterly 247.17 feet along a non-tangential curve, concave to the northeast, said curve having a radius of 335.00 feet, a central angle of 42 degrees 16 minutes 24 seconds and a chord bearing of North 50 degrees 58 1 hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and minutes 41 secants West; thence South 68 degrees 43 minutes 27 seconds West, not tangent to the last described curve a distance of 50.49 approved this day of , 20_. feet: thence South 65 degrees 00 minutes 04 seconds West a distance of 50.78 feet; thence southwesterly a distance of 220.62 feel along a tangential curve, concave to the northwest, said curve having a radius of 479.00 feel and a central angle of 26 degrees 23 minutes 23 seconds; thence southwesterly a distance of 18121 feet along a tangential reverse curve, concave to the south, said curve having a radius of BY 615.00 Leet and a central angle of 16 degrees 52 minutes 57 seconds; thence South 22 degrees 27 minutes 27 seconds East, not tangent to David M. Zieglmeier the last described curve, a distance of 537.64 feet to the South line of said South Half of the Southwest Quarter, thence easterly along said Anoka County Surveyor South line to the Point of Beginning. _ - Except Parcel 8, ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO 4, Anoka County, Minnesota, according to the recorded plat thereof. ANOKA COUNTY AUDRORITRFJlSURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20_ on the land hereinbefore described Has caused the same to be surveyed and platted as LEGACY AT PETERSEN FARMS SECOND ADDITION and does hereby dedicate to the have been paid. Also, pursuant to Minnesota Statutes, Section 272. 12, there are no delinquent taxes and transfer entered this public for public use the public ways and the drainage and utility easements as created by this plat. day of , 20. In witness whereof said JD Andover Hollings, LLC, a Minnesota limited liability company, has caused these presents to be signed by Its proper officer this day of 20_. Property Tax Administrator JD ANDOVER HOLDINGS, LLC By Deputy (Signature) ANOKA COUNTY RECORDEWREGISTRAR OF TITLES IN COUNTY OF ANOKA, STATE OF MINNESOTA (Print name) (Title) I hereby certify that this plat of LEGACY AT PETERSEN FARMS SECOND ADDITION was filed in the ofics of the County RecorderRtegislar of Titles for public record on this day of STATE OF MINNESOTA _ COUNTY OF 20_, at o'clock _.M. and was duly recorded as Document Number This instrument was acknowledged before me this —day of 20_ by , its of JD Andover Holdings, LLC, a Minnesota limited liability company, on behalf of the company. County Recorder/Registrar of Tlles BY Deputy (Print name) Notary Public, County, Minnesol My Commission Expires I Lynn P. Caswell do hereby cei that this plat was prepared by me or under my direct supervision; that I am a duty Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be conectly set within one year, that all water boundanes and wet lands, as defined in Minnesota Statutes. Section 505.0 1, Subd. 3, as of the dale of this certificate are shown and labeled on this plat; and all public ways am shown and labeled on this plat. Dated this day of 20 Lynn P. Caswell, Liamsed Land Surveyor Minnesota License Number 13057 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of Notary Public, County, Minnesota My Commission Expires 20_ by Lynn P. Caswell. SECTION 7, TOWNSHIP 32, RANGE 24 ANDOVER, MINNESOTA 0 0 m f ✓N 8r 2Oc Al NO � 165th AVE NW 1s NW m ; F DENOTES SITE L A N D F O R M ft=sikopa& • • • SHEET 1 OF 2 SHEETS LEGACY AT PETERSEN FARMS SECOND ADD/TON City of Andover County of Anoka Sec. 7, T. 32, R. 24 0 60 120 SCALE IN FEET 1 INCH = 60 FEET For the purposes of this plat, the north line of the South Half of the Southwest Quarter of Sec. 7, T. 32, R. 24 is assumed to bear S89°52'1 5V. O denotes 112 inch by 14 inch imn pipe monument set and marked by License No. 13057 • denotes 1/2 inch iron pipe monument found marked by License No. 13057, unless shown otherwise denotes Cast Imn Monument found • denotes set mag nail, unless shown otherwise DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 4r-10 10 --- Lj_ 1J 20= 20 (NOT TO SCALE) Being 10 feet in width and adjoining lot lines, unless otherwise shown and 20 feel in width and adjoining right of way lines unless otherwise shown on the plat. _ _ _ ]59.08 / '129.17 - EXCEPTION ., - ., - .. 589.46'20"W 1093.40 i `� N89°46'20"E 315'36 i•ll1G' •,,,, „ swmfrwdm.swihHardm. � _ N89°46'20'E 918.30 _-3s.ss165TH AVE NW (CSAH No. 7) 34.40< „ Sou0wesl Quarlerarsec. 7, T. 32, R. 24- ,3 589'46'20 V 776.74 •1� , Anoka County Cast Iran Mwmnnnt k4M Cwnty Cast Iron Monumed � N89°46'20"E 292.15 - ses°as'2ow tsss.z6 Mthe SE comer d th. swa, irzd `. va.ld Bew�wy Ne SW 1/4 dse.. 7, T.32. R 24 Ue SW 1N of Sec. 7, T. 32, R.24 L A N D F O R M Ii=SMebF✓lm • • • SHEET 2 OF 2 SHEETS - __ / / ImdtlreSouNHeadM Ue,1R 24Ne '- wNm1— iS1 ' ♦ s0 < ' ` I " .• L n � ` ' -- 13].20 r------a3osi 1 N89°06'20"E 480.37 so.00 W of — — — ----------- � of ,I 5o a 11 \ h 1 isA ` ^I Q O oame9eam ___-- I 1 1 Q �`cA 00 ^ O %Daily Easement' :� uI 1 A S/ �� as \ L� p W 5�' 2i 1 / / L=29.19 R=20 q3 A-83°3743; 1.-- \a3 "566 0 q9 5 \ / 1 ....... - i 350 6 .•W 566°43 a 0 x 1 __ -- 00 •04' o L 50 R=429n0�0� /naE9 V35.99 25 665.00 D=17 L= 5 p=2 °2 3 \243 lI $w� 2 02.0 L=18121 R=615.00 �226 , L=22062 R �gp0 , ulxs ie anma tL 60.25 i6°5257 Pa 5 6 6064 2 . -58]•00'31'E_ v `lSD• s ,'— v C-- -- Aa ryb. qs o. I / � LOT A—.-----8 S68°39'92',E -9°50_ _6 2' o Y`. j 4\1970 QJ. N8OUS5'4yTi 85 L3828 Area: 333704.SQ. FT. ? \ / 65th a 7.86 ACRES , 10 5 r R00 b ```,'; 2q� L=427.41 L=149.90 A=l 7°55'50'j- \\ I 85.70' / m/ /-_------_--x-11 I \ ISB 49'14rw 11 \ \\ '`l ZI N I // / , / / / I ^ I I 1 \ 1 _. I /rod \ \ /3 \ hCb 0 90 N / L I I 1 1 � \ /y \ I 2� \ r-- 5 �\ \ S89°46'5.54 20"W / I I w ry% / / of I 1 3 L6 /' - sd\ 1 N.rNed k..fANORA000MYHIWWAYWGHT-0F-WAY% TN0.4 -s \ -------------------- J L--- — — — — - 1-------- ----------3 L-----------------+� 34096 246.41 271.45 232.58 City of Andover County of Anoka Sec. 7, T. 32, R. 24 0 60 120 SCALE IN FEET 1 INCH = 60 FEET For the purposes of this plat, the north line of the South Half of the Southwest Quarter of Sec. 7, T. 32, R. 24 is assumed to bear S89°52'1 5V. O denotes 112 inch by 14 inch imn pipe monument set and marked by License No. 13057 • denotes 1/2 inch iron pipe monument found marked by License No. 13057, unless shown otherwise denotes Cast Imn Monument found • denotes set mag nail, unless shown otherwise DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 4r-10 10 --- Lj_ 1J 20= 20 (NOT TO SCALE) Being 10 feet in width and adjoining lot lines, unless otherwise shown and 20 feel in width and adjoining right of way lines unless otherwise shown on the plat. _ _ _ ]59.08 / '129.17 - EXCEPTION ., - ., - .. 589.46'20"W 1093.40 i `� N89°46'20"E 315'36 i•ll1G' •,,,, „ swmfrwdm.swihHardm. � _ N89°46'20'E 918.30 _-3s.ss165TH AVE NW (CSAH No. 7) 34.40< „ Sou0wesl Quarlerarsec. 7, T. 32, R. 24- ,3 589'46'20 V 776.74 •1� , Anoka County Cast Iran Mwmnnnt k4M Cwnty Cast Iron Monumed � N89°46'20"E 292.15 - ses°as'2ow tsss.z6 Mthe SE comer d th. swa, irzd `. va.ld Bew�wy Ne SW 1/4 dse.. 7, T.32. R 24 Ue SW 1N of Sec. 7, T. 32, R.24 L A N D F O R M Ii=SMebF✓lm • • • SHEET 2 OF 2 SHEETS WVDOVE (L 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members COPY: Jim Dickinson, City Administrator Joe Janish, Community Developmen ectoPq FROM: Peter Hellegers, City Planner SUBJECT: Consider a Planned Unit Development Amendment and Conditional Use Permits (CUP) for two drive-throughs for the property at 15170 Bluebird Street NW (PID 23-32-24-32-0025). (Applicant — SMNPT 1, LLC). DATE: May 7, 2024 INTRODUCTION The City Council is asked to review a Conditional Use Permit (CUP)/ Planned Unit Development (PUD) Amendment requested by SMNPT 1, LLC for the Andover Clocktower Commons development changing the development plan for Lot 4 from one 7,440 square foot restaurant to two smaller restaurant buildings. The request also includes Conditional Use Permits (CUP) for the drive-through lanes serving both proposed restaurants. The original PUD for Clocktower Commons was approved on September 19, 2003, as a 5 -lot commercial development with a clocktower plaza feature near the southwest corner of the site. There have been a few previous PUD amendments to the development plan, the most recent on March 20, 2018, when the plan was amended to allow a day care building on Lot 3. The 2014 amendment modified plans for Lots 3 and 4 while removing the stand-alone clocktower and incorporating a clocktower element into the building for Lot 4. An amendment in 2009 provided a three-quarter access at Crosstown Boulevard, and a 2004 amendment provided a drive-thru window for the space at the south end of the main shopping center building (the commercial site plan for the drive-through was modified in 2019 along with an expansion to the parking lot on Lot 4, which is the current layout of the property). The subject property for the proposed PUD Amendment is Lot 4, which has always been shown as the restaurant lot and is currently undeveloped except for the parking lot. The approved PUD development plan for Lot 4 includes a 7,440 square foot restaurant with a drive-through. The request would modify the PUD, replacing the approved one large restaurant building with two restaurants that are approximately 2,500 and 2,300 square feet. These two restaurants would be less than the size of the restaurant building shown on the approved PUD. As originally written, changes to the "Master Plan" and each preliminary plat require an amendment to the PUD. DISCUSSION According to City Code 13-3 Planned Unit Development, the purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means of greater creativity and flexibility in environmental design than provided under strict application of the standards set in code. City Code § 13-3 is attached for your review. Visual Comparison of Approved Plan and Proposed Amendment Plan: Approved Layout — Lot 4 (2019) "$ � • =.17..5_^_. � \ � r r Tonight's request does not change any entry/exit to the Clocktower Commons shopping center. DISCUSSION According to City Code 13-3 Planned Unit Development, the purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means of greater creativity and flexibility in environmental design than provided under strict application of the standards set in code. Attached for your review is City Code 13-3. City Code 13-3-9 regulates the findings that are required for a PUD to be approved and 13-3-11 identifies desirable PUD design standards that are sought in any PUD proposal. As part of the attached PUD Narrative, the applicant addresses the design qualities they believe the city seeks when granting a PUD proposal. 2018 Comprehensive Plan Goals that may be relevant which are found in Chapter 1: Foundation of the Comprehensive Plan. Overarching Goals, Objectives, and Policies Goal 1: Maintain and enhance the quality of life in Andover. Land Use Goals, Objectives, and Policies Goal 5: Encourage appropriate economic growth and redevelopment. 2 Transportation Goals, Objectives, and Policies Goal: Enhance accessibility by providing an interconnected multi -use trail system. PUD Review Criteria City Code 13-3-9 states the following required findings for the Council to consider when approving a PUD (italicized responses are from the applicant's narrative): A. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. Current zoning is SC: Shopping Center, and this development provides those commercial uses similar to others in the center and intermediate area. The uses are consistent with the previous approval. B. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The development is integrated with the current center, using existing access points and shared drives. The buildings are positioned and designed to be compatible with the design of the surrounding center and provide easy and convenient access to customers from the other buildings in the center and from the adjoining areas, both streets and paths. C. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Again, this development is very similar in scope, both building size and proposed uses, as the previously approved PUD for the lot. The 2 -building design allows for the addition of users that will help generate more interest in the overall center and provide more goods and services to the residents of the City, which is the ultimate goal of the development. D. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. This lot is the last to develop within this overall PUD. The existing infrastructure, including access points, shared drives and shared utilities are in place and were contemplated for this lot. The addition of these buildings, lots and users would be able to operate and succeed without reliance on any subsequent development and will enhance the traffic to the existing users in the center. • The City Council will need to determine if the developer's proposal satisfactorily meets these required findings. LOT STANDARDS Lot Standards & Deviations to the City Code The table included below lists the standards required by the City Code for the SC: Shopping Center zoning district and PUD proposed standards. Deviations to the City Code are highlighted in red. As with all PUDs, all City Code requirements apply as per usual unless otherwise specified in the PUD request. All other regulations will still apply at time of development. LOT STANDARDS r< CITY COVE RE UIItEMENTSPRC?P% APPROVED PUDE 5 M . AU Buildings Per Lot 1 1 2 Maximum Building Coverage 30% 30% 30% SETBACK` CITY CODE :' APPROVEI? RE iTI1tEMENTS REQ UIREMENTS : , PRUPO Building Setbacks Front Yard 40' 40' 40' Setback to County Road 50' 50' 50' Side Interior 10' 10' 10' Side Yard Corner / Street 30' 30'/ 101* 30' Rear Yard 25' 25' 25' Rear Yard - Setback to ROW 35' 35' 35' Parking Setbacks Front Yard / Setback from ROW 20' 20'/ 5'** 20'/ 10'* Rear Yard / Side Yard 10' 10' / 0' * * * 10' / 0' * * * Signage Setbacks Signs 10' 10' 10' *Previous approval showed the Building on Lot 4 encroaching 20 feet onto 30 foot building setback. **Previous approval showed future drive-through on Lot 4 encroaching 15 feet onto 20 foot parking setback. A portion of the McDonald's drive-through is approximately 10 feet from the property line. ***Designed as one contiguous development with parking areas abutting each other. Parkin / Loading / Drive-through Stacking Based on the sizes of the buildings and the nature of the businesses as quick service restaurants (QSR) a total of 33 parking spaces would be needed. Plans indicated that 70 parking spaces are provided on the parcel. In addition, the application notes that Building 2 has a stacking capacity of 13-15 and Building 1 has a stacking capacity of 7-9 vehicles. Tree Preservation / Trees There are not many trees remaining on the site for preservation and those trees are located in areas where development is proposed. However, the applicant noted that additional trees and landscaping will be planted as part of the proposed development. Utilities — Sewer and Water The shopping center is currently served with utilities which were designed to accommodate additional development on Lot 4 through the utilities currently in the Clocktower Commons shopping center. El Li tin All lighting fixtures used for lighting the off-street parking at the proposed restaurant will need to be fully shielded with a total cutoff angle equal to or less than ninety degrees. The lighting/photometric plans were reviewed by staff as part of the Commercial Site Plan review process. Parkin The proposed development is mostly within the existing parking lot and some undeveloped property at the southwesterly edge of the property. The plan shows 70 parking spaces on the property where only 33 spaces would be required for the proposed restaurants (with drive- through windows). The proposed plan would result in a net reduction of approximately 26 parking spaces from what is currently on the site. However, the proposed plan also reduces the size of the proposed development, lessening the need for additional parking. The original development plan also included almost 50 parking spaces over the required level. Other Standards With a PUD all standards apply as typical, unless otherwise specified in the PUD request. The applicant is asking for deviations from the minimum standards as noted above. All other regulations will still apply at time of development. CUP Review Criteria City Code 12-15-713 provides the following general review criteria to consider when granting a CUP. In granting a Conditional Use Permit, the City Council shall consider the recommendation of the Planning and Zoning Commission and: 1. The effect of the proposed use on the health, safety, moral and general welfare of the occupants of surrounding lands. 2. Existing and anticipated traffic conditions, including parking facilities on adjacent streets and lands. 3. The effect on values of property and scenic views in the surrounding area, and the effect of the proposed use on the Comprehensive Plan. The applicant's narrative (attached) also addresses the need for the Conditional Use Permit. Drive -Through Windows: Businesses with drive-through windows are regulated by City Code as conditional uses. Uses adjacent to the proposed development on Lot 4 include existing drive-through windows which were approved as part of the PUD including the fast-food restaurant on Lot 2 (McDonald's) and the restaurant space at the south end of the shopping center building on Lot 5 (White Rabbit Kitchen). CUPS have been granted for similar locations with fast-food restaurants. The proposed restaurants with drive-through windows are located near the intersection of two major roadways which were designed to handle commercial traffic. The applicant notes in their narrative that the proposed Starbucks coffee shop (Building 2) has a queue capacity of 13-15 vehicles which is consistent with most new Starbucks in the metro area. The proposed pick-up lane for Chipotle (Building 1) has a queue of 7-9 vehicles though the applicant notes that usually there would only be 3 or less cars at the same time. Restaurants are a permitted use within the SC Shopping Center District and the area has been guided for commercial uses in the Comprehensive Plan for some time and specific parcel of Lot 4 has been planned for development with a larger restaurant building for over 20 years. There are not scenic views in the surrounding area identified in the Comprehensive Plan. Screening / Landscaping Vehicles would enter the drive throughs facing south toward the approved senior building site on the other side of Crosstown Boulevard and then proceed east toward the drive -up window. If headlight glare were not mitigated through screening it could be a nuisance for those residential properties adjacent to the development. The initial landscape plan meets the previous City Code for landscaping materials. Landscape plant material should be used to provide screening particularly at the southwesterly corners of the buildings to control headlight glare at the curve of those drive-through lanes. The positioning of the transformer pads also appears to be near the southwest corner of the respective drive-through lanes. This mechanical operating equipment would also need screening so landscaping in these areas can provide screening for both items. Landscaping will also need to be kept out of sight triangles adjacent to the intersections and at access drives. Planning Commission Meeting — April 23, 2024 The Planning Commission held a public hearing on the proposed Planned Unit Development Amendment and Conditional Use Permits at their meeting on April 23, 2024, which can be viewed through QCTV by following this link: http://qctv.org/city meetin¢ andover-planning- commission-04-23-2024/ Public Hearing Comments — There was no one from the public present with questions or comments, and no written comments or questions were submitted for this request. Staff noted that they had received one question prior to the meeting asking about how traffic from the development, combined with development of the Andover Senior Complex, would impact traffic at Crosstown Boulevard and Bluebird Street. However, that person did not submit a comment for the public hearing. The applicant was present to answer questions from the Planning Commission regarding the proposed development. Planning Commission Review Questions and Comments • Commissioners asked about the reduction of parking spaces, traffic circulation through the proposed lots, when the construction would begin and be completed, and timing of the proposed roundabout at Bluebird Street and Crosstown Boulevard. Staff noted that the development would result in a net reduction of 26 parking spaces, The applicant and the building owner were in attendance to speak to the application. The applicant noted that the proposed restaurants are Starbuck's and Chipotle, proposed construction start would begin this summer and be completed by early next year (or possibly late this year) with the businesses opening by spring of 2025. The applicant also 2 presented a revised architectural elevation and clocktower face for the Starbuck's building (aka Building 2). At the conclusion of the hearing the Planning Commission recommended approval of the Planned Unit Development Amendment and Conditional Use Permits as written in the resolution (5-0) (two absent). ACTION REQUESTED Consider the Planning Commission recommendation of approval of the Planned Unit Development Amendment and Conditional Use Permits. Resp fully su itted, Peer e 1 Asila &e CC: Paul Tucci, SMNPT 1, LLC — Electronic only Tom Roberts, BDT Holdings, LLC — Electronic only Attachments Draft Resolution of Approval Draft Resolution of Denial Site Location Area Map City Code 13-3 Planned Unit Development (PUD) Previous Approvals — Resolutions/Approved Plan for Lot 4 Review #lb Comment Letter Applicant's Narrative Applicant's Plan Set 7 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION APPROVING THE CONDITIONAL USE PERMIT AMENDMENT / PLANNED UNIT DEVELOPMENT AMENDMENT REQUESTED BY SMNPT 1, LLC, FOR THE PROPERTY AT 15170 BLUEBIRD STREET NW (PID: 23-32-24-32-0025), AND LEGALLY DESCRIBED AS: Lot 4, Block 1, Andover Clocktower Commons WHERAS, the subject property of Lot 4, Block 1, Andover Clocktower Commons is part of an approved Planned Unit Development known as Andover Clocktower Commons, and; WHEREAS, SMNPT 1, LLC has requested a Conditional Use Permit for an Amendment to the Planned Unit Development (PUD), changing the plan for Lot 4 from one 7,440 square foot restaurant building to two restaurant buildings that are each under 3,000 square feet, and; WHERAS, SMNPT 1, LLC has also requested Conditional Use Permits to allow drive-through windows for both of the proposed restaurant sites, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request meets the criteria of City Code (12-15-7-B and 13-3-9); as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City and the CUP would not have a detrimental effect on the health, safety, and general welfare of the City of Andover; and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit/Planned Unit Development Amendment request with conditions, and; WHEREAS, the City Council of Andover has reviewed the request including all materials available at the time of review, including but not limited to the recorded meeting, agenda materials, presentation, and has determined that said request does meet the criteria of City Code because: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. Current zoning is SC: Shopping Center, and this development provides those E:j commercial uses similar to others in the center and intermediate area. The uses are consistent with the previous approval. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The development is integrated with the current center, using existing access points and shared drives. The buildings are positioned and designed to be compatible with the design of the surrounding center and provide easy and convenient access to customers from the other buildings in the center and from the adjoining areas, both streets and paths. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Again, this development is very similar in scope, both building size and proposed uses, as the previously approved PUD for the lot. The 2 -building design allows for the addition of users that will help generate more interest in the overall center and provide more goods and services to the residents of the City, which is the ultimate goal of the development. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. This lot is the last to develop within this overall PUD. The existing infrastructure, including access points, shared drives and shared utilities are in place and were contemplated for this lot. The addition of these buildings, lots and users would be able to operate and succeed without reliance on any subsequent development and will enhance the traffic to the existing users in the center. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Conditional Use Permit Amendment/Planned Unit Development Amendment request on the above legally described property for Andover Clocktower Commons with the following conditions: 1. The conditions of the approval of the original CUP/PUD (Resolution No. R157-03) shall remain in effect if not altered or changed with the approval of this amended CUP and revised PUD. 2. The conditions of approval of all past amendments to the CUP/PUDs (Resolution No. R064-09, Resolution No. R063-14, and Resolution No. R018-18) shall remain in effect if not altered or changed with the approval of this amended CUP and Revised PUD. 3. The Declaration Concerning Easements, Covenants and Restrictions (Doc. #1874731) shall be amended as necessary to incorporate the revisions approved with this amendment. 4. The applicant shall complete a commercial site plan review process with the City in E compliance with City Code and the plan set shall be modified as necessary to achieve commercial site plan approval by the City of Andover and watershed permit approval from the Coon Creek Watershed District. 5. Applicant shall address all staff comments and outside agency comments related to the Planned Unit Development, Conditional Use Permits and Commercial Site Plans, and all applicable permits to the satisfaction of the City. 6. The applicant shall obtain all necessary permits from appropriate agencies. 7. All other permits shall be obtained, including but not limited to Building permits, Department of Health, etc. 8. The applicant shall provide coniferous/evergreen landscaping to screen headlights from vehicles in the drive-through from residential properties to the south. 9. The following deviations shall be permitted within the PUD, any items not addressed within this resolution shall adhere to City Code: • Principal buildings on Lot 4: 2 10. All other terms and conditions in the original approval, and past amendments shall be valid, unless specifically addressed within this resolution. 11. If the City Council determines that no significant progress has been made in the first twelve (12) months after the approval of this resolution, the PUD will be null and void, as per City Code 12-15-71). Adopted by the City Council of the City of Andover on this 7th day of May 2024. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor 10 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION DENYING THE CONDITIONAL USE PERMIT AMENDMENT / PLANNED UNIT DEVELOPMENT AMENDMENT REQUESTED BY SMNPT 1, LLC, FOR THE PROPERTY AT 15170 BLUEBIRD STREET NW (PID: 23-32-24-32-0025), AND LEGALLY DESCRIBED AS: Lot 4, Block 1, Andover Clocktower Commons WHERAS, the subject property of Lot 4, Block 1, Andover Clocktower Commons is part of an approved Planned Unit Development known as Andover Clocktower Commons, and; WHEREAS, SMNPT 1, LLC has requested a Conditional Use Permit for an Amendment to the Planned Unit Development (PUD), changing the plan from one 7,440 square foot restaurant building to two restaurants that are each under 3,000 square feet, and; WHERAS, SMNPT 1, LLC has also requested Conditional Use Permits to allow drive-through windows for both of the two proposed restaurant sites, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit/Planned Unit Development Amendment request with conditions, and; WHEREAS, the City Council has reviewed the recommendation of the Planning and Zoning Commission by reviewing all materials available including the recorded meeting, agenda materials, presentation, and; WHEREAS, the City Council of Andover has reviewed the request, disagrees with the Planning and Zoning Commission, and has determined that said request does not meet the criteria of City Code 12-15-7-B and 13-3-9 because: 1. 2. 11 NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover disagrees with the Planning and Zoning Commission and hereby denies the Conditional Use Permit Amendment/Planned Unit Development Amendment request on the above legally described property due to the following findings: 1. 2. Adopted by the City Council of the City of Andover on this 7th day of May 2024. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor 12 CHAPTER 3 PLANNED UNIT DEVELOPMENT (PUD) SECTION: 13-3-1: Purpose 13-3-2: Utilization of PUD 13-3-3: PUD Concept Review 13-3-4: Uses 13-3-5: Density 13-3-6: Zoning And Subdivision Standards And Requirements 13-3-7: Approval Process 13-3-8: Fees And Costs 13-3-9: Findings Required 13-3-10: Revisions And Amendments 13-3-11: Desirable PUD Design Qualities 13-3-12: Approval Of Planned Unit Development 13-3-1: PURPOSE: The purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means for greater creativity and flexibility in environmental design than provided under the strict application of this code. It must be demonstrated to the satisfaction of the City Council that a higher quality development will result than could be otherwise achieved through strict application of this code. (Ord. 298, 8-4-2004) 13-3-2: UTILIZATION OF PUD: Planned Unit Development (PUD) regulations may be allowed by the City Council to be applied and/or utilized for all developments including the following: townhomes, single- and two-family homes (both urban and rural), apartment projects, multiuse structures, commercial developments, industrial developments, mixed residential and commercial developments and similar projects. (Ord. 298, 8-4-2004) 13-3-3: PUD CONCEPT REVIEW: Any person or persons who may apply for a PUD may request a concept review with respect to land which may be subject to a PUD. The purpose of a PUD concept review is to afford such persons an opportunity, without incurring substantial expense, to have the general feasibility of a PUD proposal considered. PUD concept reviews shall follow the sketch plan procedures provided in Section 11-2-1 of this code. (Ord. 298, 8-4-2004) 13-3-4: USES: Planned Unit Developments shall be required to conform to the permitted and conditional uses set forth in Title 12 of this code pertaining to the applicable zoning district. (Ord. 298, 8-4-2004) 13-3-5: DENSITY: The density of residential developments shall be required to conform to the applicable land use district. (Ord. 298, 8-4-2004) 13-3-6: ZONING AND SUBDIVISION STANDARDS AND REQUIREMENTS: All standards and provisions relating to an original zoning district shall apply, unless otherwise approved as a part of the PUD. All standards may be modified or waived provided the applicant demonstrates harmony with the purpose of the PUD and the findings described in Section 13-3- 9 of this chapter. (Ord. 298, 8-4-2004) 13-3-7: APPROVAL PROCESS: An applicant for a PUD shall submit in the application all of the material required by this chapter. Each PUD requested must adhere to the following process: A. Permitted and conditional uses shall follow the Conditional Use Permit procedures provided in Section 12-14-6 of this code to establish the development standards for the PUD. These uses shall also complete the commercial site plan process once the Planned Unit Development has been approved. (Amd. 2/20/07, Ord. 341) B. Applications involving the subdivision of land shall complete a preliminary and final plat under the procedures provided in Title 11, "Subdivision Regulations", of this code. (Ord. 298, 8-4-2004) 13-3-8: FEES AND COSTS: Applications for a PUD shall be filed at the office of the City Planner along with a nonrefundable application fee for the approval process specified in Sections 13-3-3 and 13-3-7 of this chapter in the amount established by the City Council to defray administrative costs. (Ord. 298, 8-4-2004) 13-3-9: FINDINGS REQUIRED: In order for a PUD to be approved, the City shall find that the following are present: A. The proposed development is not in conflict with the goals of the Comprehensive Plan of the city. B. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. C. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD. D. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. (Ord. 298, 8-4-2004) 13-3-10: REVISIONS AND AMENDMENTS: Administrative approval of incidental changes in the PUD may be authorized by the City Planner upon review and approval by ARC. Such administrative approvals shall not substantially alter the character of the approved PUD and shall be limited to landscaping (not including quantity reduction), color schemes (not including materials), association documents, fencing, entrance monuments and decks. Changes in uses or development/design standards must be submitted for a full public hearing review process. (Amended Ord. 314, 10-4-2005) 13-3-11: DESIRABLE PUD DESIGN QUALITIES: The following design qualities will be sought in any PUD: A. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this chapter. B. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. C. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back-to-back lots. D. Preserves existing stands of trees and/or significant trees. E. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. F. Preserves significant usable space on individual lots or through the provision of open space within the development. G. Provides an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, decorative mailbox groupings, retaining walls, boulders, fencing, area identification signs, etc. H. The proposed structures within the development demonstrate quality architectural design and the use of high quality building materials for unique design and detailing. I. The lasting quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. (Ord. 298, 8-4-2004) 13-3-12: APPROVAL OF PLANNED UNIT DEVELOPMENT: The developer must demonstrate that the amenities and qualities of the Planned Unit Development are beneficial and in the public interest to allow the development to be approved. A substantial amount of the design qualities identified in Section 13-3-11 of this chapter shall be found to be present in order to approve a PUD. The amount of amenities and type of qualities that constitute an acceptable PUD are at the sole discretion of the City Council to determine. (Ord. 298, 8-4-2004) 13:3-13: REDEVELOPMENT PUDs: A property owner may apply for a redevelopment PUD for their property, if the property meets the criteria outlined in this section. Such redevelopment PUDs shall only be used for lot splits. PUDs on all other subdivisions shall follow the normal PUD requirements laid out in this chapter. All provisions of City Code chapter 13-3 shall apply to redevelopment PUDs except for section 13-3-11. A redevelopment PUD may be permitted if the subject property meets the following standards: A. The existing principal structure on the property is at least 30 years old, or does not meet current building codes, or has a blighting effect on the surrounding neighborhood, and will be removed as part of the redevelopment of the property. B. The houses built on the new lots would be similar in size and architectural design to those in the surrounding neighborhood. Architectural plans must be included in the application for a redevelopment PUD and approved by the Council. (Amd. 2/20/07, Ord. 341) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R157-03 A RESOLUTION GRANTING THE SPECIAL USE PERMIT REQUEST OF LANDFORM, INC. FOR A PLANNED UNIT DEVELOPMENT TO DEVELOP ANDOVER CLOCKTOWER COMMONS A COMMERCIAL DEVELOPMENT TO BE LOCATED AT THE NORTHEAST CORNER OF HANSON AND CROSSTOWN BOULEVARDS LEGALLY DESCRIBED AS LOT 1, BLOCK 2 HAMILTON SQUARE, ANOKA COUNTY, MINNESOTA. WHEREAS, Landform, Inc. has requested a Special Use Permit for a Planned Unit Development to develop a residential development Andover Clocktower Commons a commercial development pursuant to Ordinance No. 112, An Ordinance regulating Planned Unit Developments on the property legally described above, and; WHEREAS, The Planning Commission finds the request meets the criteria of City Code 12-15-6 regulating Special Use Permits and City Code 13-3-1 regulating Planned -Unit Developments, and; WHEREAS, a public hearing was held before the Planning and Zoning Commission and there was no opposition to the request, and; WHEREAS, The Planning and Zoning Commission is recommending to the City Council the approval of the Special Use Permit for the Planned Unit Development as requested, and; WHEREAS, The Council finds the proposed use will not be detrimental to the health, safety, morals and general welfare of the occupants of the surrounding land, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission permitting the following: 1. Special Use Permit for a service station and car wash on Lot 1 subject to the conditions listed in this resolution. 2. Special Use Permit for a drive through for restaurant on Lot 2 subject to the conditions listed in this resolution. 3. Special Use Permit for a drive through for drive through for bank on Lot 3 subject to the conditions listed in this resolution. 4. Special Use Permit for on sale liquor for restaurant on Lot 4 subj eat to the conditions listed in this resolution. 5. Planned Unit Development for Andover Clocktower Commons per plans revised August 7, 2003 and stamped received by the City of Andover August 7, 2003 subject to the following: a. The bankloffice building may be constructed with a second floor. Any adjustments to the proposed plan shall be reviewed by the Andover Review Committee. owle b. The applicant ackndges that the right of access from the subject property to Hanson Boulevard (CSAR 78) and Crosstown Boulevard (CSAR 18) was previously dedicated to Anoka County and that no new access to these roadways will be permitted without approval from the Anoka County Highway Department. c. The interior trail and outdoor patio areas shall be designed and constructed to complement the building architecture. Plain concrete or asphalt are not acceptable. I The Clocktower feature shall provide brick at the comers adjacent to the clock to replace EIFS Color 42. e. The raingarden landscaping must be further detailed and approved by the Andover Review Committee. E All perimeter shrub beds shall provide a variety of species within each planting bed. One plant species per planting bed is not acceptable. g. Additional shrub planting beds shall be located in the landscaped corridors along the west and southeast sides of Lot 2. 6. Each of the proposed uses shall be required to complete the commercial site plan review process administered by the Andover Review Committee. 7. A provision of the association documents shall allow the City access to utilities on each of the properties. 8. A provision shall be added to the association documents to establish a repair, maintenance and replacement program and funding for the private drive, parldng areas, private utilities and all common areas and other improvements. 9. That the Special Use Permits shall be subject to a sunset clause as defined in City Code 12-15-6. Adopted by the City Council of the City of Andover on this 19 day -of . Sep , 2003. ATTEST CITY OF AND W -ER . .t a Victoria Volk, City Clerk chael R. Gaznache, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO R064-09 A RESOLUTION APPROVING AN AMENDMENT TO THE APPROVED PLANNED UNIT DEVELOPMENT OF ANDOVER CLOCKTOWER COMMONS TO ALLOW INTERIM INTERSECTION IMPROVEMENTS THAT PROVIDE AN ACCESS TO CROSSTOWN BOULEVARD NW WHEREAS, BDT Land, LLC has requested approval of an amendment to the approved planned unit development to allow direct access to Crosstown Boulevard NW; and WHEREAS, City Code 13-3-10 requires a public hearing to review changes to the approved development and design; and WHEREAS, pursuant to published and mailed notice thereof, the. Planning Commission has conducted a public hearing on said amendment; and WHEREAS, as a result of such public hearing, the Planning Commission recommended to the City Council that a % intersection be allowed provided that the roadway improvements conform to Engineering Department review comments; and WHEREAS, to obtain approval of interim intersection improvements to provide access to Crosstown Boulevard the applicant has agreed to construct a permanent intersection improvement of the westbound right -turn lane off Crosstown Boulevard accessing the Andover Clocktower Commons development as described by the feasibility study of City Project File #08-20A at the time Lot 3 or Lot 4 of Block 1 of Andover Clocktower Commons are built upon; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover has received the recommendation of the Planning Commission and hereby approves the proposed amendment to allow interim intersection improvements to provide access to Andover Clocktower Commons from Crosstown Boulevard subject to the following: 1. Design and construction of the interim intersection improvements shall follow city policy for developer installed improvements and conform to the recommendations of the Engineering Department Memorandum dated August 14, 2009 with the following exceptions: a. For comment #11 where the City Council agrees to allow bituminous curb; b. For comment #14 where the City Council finds the applicant's professional engineer's proposal for the turn lane length will be followed; and c. For comment #16 where the City Council finds the applicant's professional engineer's storm drainage plan proposal to be acceptable and the final plan will need to be signed by the applicant's professional engineer. 2. The applicant shall be required to complete a development contract in the form adopted by the City Council, in compliance with the City Code and as acceptable to the City Attorney for the interim intersection improvements approved with this resolution. The applicant shall provide a financial security as determined by City Code 1-7-3 in a form acceptable to the city to guarantee that these improvements will be completed. C7 u -I 3. The applicant shall also be responsible for all permanent westbound right turn lane improvements off Crosstown Boulevard accessing the Andover Clocktower Commons development described in the feasibility study for City Project File #08-20A. These improvements shall be completed in compliance with city design standards and adopted policies by the time a certificate of occupancy is issued for either Lot 3 or Lot 4, Block 1 of Andover Clocktower Commons. The applicant shall provide a financial security as determined by City Code 1-7-3 in a form acceptable to the city to guarantee that these improvements will be completed at the time a building permit is approved for Lot 3 or Lot 4, Block 1 of Andover Clocktower Commons. Adopted by the City Council of the City of Andover this 18th day of August, 2009. ATTEST: Mk helle Hartner, Deputy City Clerk CITY OF ANDOVER cf� chael R. Gamac e, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R063-14 A RESOLUTION AMENDING THE APPROVED CONDITIONAL USE PERMIT TO AMEND THE PLANNNED UNIT DEVELOPMENT OF ANDOVER CLOCKTOWER COMMONS, LEGALLY DESCRIBED AS LOTS 3-5, BLOCK 1, ANDOVER CLOCKTOWER COMMONS WHEREAS, BDT Land, LLC and BDT Holdings, LLC have requested approval of an amendment to the approved Conditional Use Permit (Resolution No. 157-03) and to the approved planned unit development; and WHEREAS, the Planning and Zoning Commission finds the request meets the criteria of City Code 12-14-6 regulating Conditional Use Permits and City Code 13-3-1 regulating Planned Unit Developments; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said amendment; and WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommends to the City Council the approval of the amended CUP and PUD. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover has received the recommendation of the Planning and Zoning Commission and hereby approves the proposed amendment subject to the following conditions: 1. The conditions of the approval of the original CUP/PUD (Resolution No. 157-03 shall remain in effect if not altered or changed with the approval of this amended CUP and revised PUD. 2. The Declaration Concerning Easements, Covenants and Restrictions (Doc. #1874731) shall be amended as necessary to incorporate the revisions approved with this amendment. 3. The plan set shall be modified as necessary to achieve commercial site plan approval by the City of Andover and watershed permit approval from the Coon Creek Watershed District. 4. The City Council supports the implementation of Option B to resolve the ® trail/drainage issue in an amount not to exceed $10,000 and the City is responsible for any upsizing charges. x LAW] Adopted by the City Council of the City of Andover this 2°a day of September, 2014. ATTEST: Michelle Hartner, Deputy City Clerk a CITY OF ANDOVER chael R. Ga che, Mayor 2 4 CITY OF ANDOVER COUNTY OF ANOKA STATE OF NIINNESOTA RES. NO. R018-18 A RESOLUTION AMENDING THE APPROVED CONDITIONAL USE PERMIT TO AMEND THE PLANNNED UNIT DEVELOPMENT OF ANDOVER CLOCKTOWER COMMONS, LEGALLY DESCRIBED AS LOT 3, BLOCK 1, ANDOVER CLOCKTOWER COMMONS WHEREAS, BDT Holdings, LLC have requested approval of an amendment to the approved Conditional Use Permit (Resolution No. 157-03) and to the approved planned unit development; and WHEREAS, the Planning and Zoning Commission finds the request meets the criteria of City Code 12-14-6 regulating Conditional Use Permits and City Code I3-3-1 regulating Planned Unit Developments; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said amendment; and © WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommends to the City Council the approval of the amended CUP and PUD. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover has received the recommendation of the Planning and Zoning Commission and hereby approves the proposed amendment subject to the following conditions: 1. The conditions of the approval of the original CUP/PUD (Resolution No. 157-03) shall remain in effect if not altered or changed with the approval of this amended CUP and revised PUD. 2. The conditions of the approval of all past amendments to the CUP/PUD (Resolution No. 064-09 and Resolution No. R063-14) shall remain in effect if not altered or changed with the approval of this amended CUP and Revised PUD. 3. The Declaration Concerning Easements, Covenants and Restrictions (Doc. #1874731) shall be amended as necessary to incorporate the revisions approved with this amendment. 4. The plan set shall be modified as necessary to achieve commercial site plan approval by the City of Andover and watershed permit approval from the Coon © Creek Watershed District. 0 Adopted by the City Council of the City of Andover this 201h day of March 2018. CITY OF ANDOVER ATTESP. Mi elle Hartner, Deputy City Clerk lie Trude, Mayor . ........... 6WIIA C -101 W"I 1,01,I)INGS, I C ONI ON, s CONSIROCTION . ........... 6WIIA C -101 U L. I • I I — � I i CLOCKTOWER COMMONS ANDOVER, MINNESOTA NORTH • • • • L A N D F O R M Frac Ska to FWsh e o 0 • � C I T Y 0 F LNDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Paul Tucci, 2C Development / SMNPT 1, LLC FROM: Peter Hellegers, City Planner SUBJECT: Review #lb - Comments for Clocktower Commons, Lot 4: Commercial Site Plan (CSP) and Planned Unit Development (PUD) Amendment for the property at 15170 Bluebird St NW (PID: 23-32-24-32-0025) — (Engineering comments attached) DATE: April 12, 2024 City staff has completed an initial review of the submittals stamped received on March 18, 2024, for the Commercial Site Plan and an amendment to the Planned Unit Development for Clocktower Commons. It was determined that the application is not complete as a Conditional Use is required for the proposed drive-thru locations and was not provided. The review determined that several items either did not meet the City Code or additional detail was necessary. Staff have provided the following questions and comments on the proposed plans. Engineering Department Engineerin,Z Department comments for Review #1 are attached along with redlined copies of the submitted plans. Building Department Building Department comments for Review #1 are asfollows: A. Please confirm if the grease trap can be driven over by a garbage truck. B. Do both trash enclosures meet the required setbacks? C. It appears that parking stalls are 10' wide but Site Plan Notes #3 on Sheet C2.1 indicates typical parking stall width is 9' x 18'. Fire Department Fire Department comments for Review #1 are asfollows: D. Andover has adopted MN1306. As both buildings exceed 2,000 ft2 they both need to be fully sprinkled and compliant with NFPA 13. E. Both buildings will need a water supply sufficient to support a NFPA 13 compliant sprinkler system. The shell building plans for Starbucks call for a 2" domestic water supply with no mention of a water supply for the fire protection system. I do not believe a 2" line will provide sufficient supply. F. I locate a single hydrant which is poorly located for firefighting. I would like to know where additional existing hydrants are located. Additional hydrants may be requested. G. Per the landscaping legend, the plantings around the hydrant range from 4'-7' tall. Plants this size would visually obstruct the hydrant and potentially interfere with its access and operation. Shorter plants should be selected for this area. H. Clocktower will also need to be protected per NFPA. I. Provide firetruck / truck turning radius exhibit with the plans. (See attached template 522). Planning Department Planning Department comments from Review #1 are as follows: I. Sheet C0.2 —Site Plan g parking lot islands look like they may short of the J. At the northerly edge of Lot 4 the existin 24' drive lane width needed for two-way traffic. These islands appear to straddle Lots 4 and 5. K. Plans submitted for Review #1 did not show stacking for the Andover Shell Building (Chipotle). What is anticipated stacking during peak hours? The narrative notes that the drive-thru here is a pick-up lane. How would you manage this site differently if Chipotle were not the user or a future tenant needed this to function as a drive-thru and not a pick-up window. Would the site design accommodate sufficient stacking without blocking the access aisles? L. Add crosswalk stripes to drive-thru where there are trail/sidewalk connections. Would it be better to have the trail connection line up with crosswalk to dumpster enclosure so there are not two crosswalks crossing the drive-thru lane? II. Sheets U-1 and L1-2 — Landscape Plan / Shrub Plans M. Landscaping used at the drive-thru curve where traffic will turn from perpendicular to Crosstown to approach the drive-thru window will need to screen for headlight glare and should be tall enough to catch headlights at that turn and extend just past the west wall of the buildings (height should probably be at least 3.5-4 feet tall to accomplish this). Landscaping should be something that would provide year-round headlight screening. N. Ensure landscaping at the SE corner of the site does not interfere with the corner visibility for traffic at the shopping access with Crosstown. O. Landscaping or other screening should be used to screen ground mechanical equipment such as the transformer pads shown along the south side of the site on the site plan. P. Staff did not have any specific species recommendations on these plans. III. Sheet E5.1- Photometric Q. Photometric plans show a portion of the northwesterly corner of Lot 4 at lighting values below the minimum requirement for areas with vehicular traffic. However, there appears to be an existing light pole on the island near this location. Did the plans take illumination from this pole into consideration? R. Lighting cut sheets should be provided with the next plan submittal. IV. Sheets A-700 and A-701— Exterior Elevations (Starbucks Building) S. Architectural materials for the building include Belgian Board siding in the color Hawaiian Charcoal. This material is not listed in City Code, please provide a sample of Belgian Board in this color. (Applicant noted that sample is being sent to the City). V. Sheet A-700 — Exterior Elevations ("Andover" Shell Building/Chipotle) T. Architectural materials for the top section of this building are listed in the keynote legend but there is no label for the EFIS material as was shown for the Starbucks building and EFIS is not listed in the Exterior Finish Schedule. Please provide additional information on the plans for the next review. VI. General / Miscellaneous U. The proposal includes two drive-thru restaurants. A drive-thru requires a Conditional use Permit (CUP). Please submit application for the CUP, revise narrative, and show stacking plans for each restaurant location. V. One hydrant location is shown on sheets C3.1, C4.1, and C5.2 Above it was noted that the location may not work for the Fire Department and also it appears that the hydrant may conflict with landscaping at corners of a drive-thru lane which is intended to mitigate headlight glare. Could this hydrant be relocated in a manner that works for firefighting but also does not conflict with needed landscape screening? W. Parking stalls should be 10' x 18' unless modified under the PUD. X. No trash enclosure details were provided in the plans submitted with Review 41. Also confirm setbacks to trash enclosures. Plans with details for both trash enclosures should be provided with the next review. Materials for the trash enclosures will need to match the buildings. Y. Provide screening around ground mechanical equipment such as transformer pads; ensure transformer pads and landscaping plans work together for screening and pad locations are not in conflict with landscaping plans. Z. The plans include a clock tower element at the SW corner of the westerly building (referred to as Starbucks building in the plans). A clocktower is something that was originally going to be a stand-alone feature in this PUD. A PUD Amendment later called for having the clocktower element incorporated into the restaurant building for Lot 4 of this development. The clocktower element will need to be reviewed by the Planning Commission and City Council as part of the proposal. A.A. Signage will require a separate Signage Permit. BB. Lighting cut sheets should be provided with your next review. CC. Additional comments pending further/additional review Please note that it is a requirement that the Developer responds to each of these items in writing when re -submitting the revised plat to the City. A digital copy will be emailed to you so that so that you can type responses below the original comments. If you should have any questions, please contact me at p.helle ers cr,andovermn.gov or 763-767-5147. Sincerely, Peter Hellegers City Planner C IT Y O F 1685 CROSSTOWN BOULI NDOVE• (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMORANDUM TO: Peter Hellegers, City Planner FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: April 11, 2024 REFERENCE: Andover Clocktower Commons Lot 4 / Commercial Site Plan / Review #1 The following comments are re- ardinq to Review #1: 1. Need to obtain the necessary permits from the Coon Creek Watershed District (Grading, Storm Water Design and Erosion Control), MPCA and MCES (Sanitary Sewer), MDH (Water Main), and/or any other agency that may be interested in the site. Provide copies of permits to City. 2. Provide an O&M agreement for the storm sewer sump catch basins as well as the infiltration basin the site discharges into. Similar agreement will be required of other parcels discharging into the infiltration basin. The Coon Creek Watershed should have an existing O&M agreement for the existing infiltration basin that could be amended to add this parcel. 3. All sheets: Identify and label soil borings in plan sheets. 4. Sheet C1.1: Add to notes "Utility Quality is Level D per CI/ASCE 38-02." 5. Sheet C1.1: Remove and replace trail to existing ped ramp in northeast corner of Hanson Boulevard and Crosstown Blvd. Make changes on all relevant sheets. 6. Sheet C1.1: Correct discrepancy between 15" and 18" pipe size as marked up, per original plans it appears to be a 15" pipe. 7. Sheet C1.1 and all applicable sheets: Label D&UE around infiltration basin. 8. Sheet C1.1: Label "Existing Infiltration Basin - HWL 899.5." 9. Sheet C1.1: Expand existing pavement removals, or provide for parking stall removal, on north side of parking lot as marked up. Existing pavement markings will conflict with proposed. 10. Sheet C2.1 and all applicable sheets: Extend sidewalk on west side of project to the trail on Hanson Boulevard, it currently dead ends at the trash enclosure. 11. Sheet C2.1: Add a 5' sidewalk from the trail on Crosstown Blvd to Proposed Building 2 as marked up on the plans. This is likely a high traffic crossing for pedestrians from Crosstown Blvd. Add crosswalk markings and applicable notes. 12. Sheet C2.1: Add a 5' sidewalk to Building 1 from Crosstown Blvd west as marked up on plan. 13. Sheet C2.1: Add crosswalk markings and applicable notes for Building 1 east sidewalk from Crosstown Blvd. 14. Sheet C2.1: Revise radius on median to existing drive aisle exiting the site to 16'. 15. Sheet C2.1: Add two "Do Not Enter' signs on exit side of both drive thru accesses. 16. Sheet C2.1 and all applicable sheets: Dedicate additional Drainage and Utility Easement around the infiltration basin up to the HWL of the basin (HWL to be revised pending updated hydrology calculations) and 10' either side of the proposed storm sewer pipe draining public right of way on Crosstown Blvd. The existing D&UE does not encompass the entire pond and was based upon a different design when the plat was originally recorded. 17. Sheet C2.1: Turn on existing and proposed utility alignments and screen (grey), keep utility text layer frozen. 18. Sheet C2.1: Crosswalk markings for sidewalk crossings shall be 3'x 5' or 6'. Add dimensions to Note 19. 19. Sheet C2.1: Add cross slope labels on proposed sidewalk or add to note 3 (1.5% max to allow for tolerance up to 2% for ADA). 20. Sheet C2.1: Revise Note 3 to 10' wide minimum parking stall width per City Code. 21. Sheet C2.1, C3.1 and all applicable sheets: Show existing median with hydrant on north side of site. 22. Sheet C3.1 and C4.1: In the text box for infiltration basin information add "Reverse Flow Thru Storm Sewer" behind the EOF elevation. Update basin HWL elevation pending revised hydrology calculations. 23. Sheet C3.1: For CBMH 101 note add "& Skimmer on outlet pipe" to note. 24. Sheet C3.1: There are errors in storm sewer invert elevation calculations based upon pipe length and grade. See markups in plans, review all others. 25. Sheet C3.1: Lower the IE of the ditch culvert to the ditch bottom elevation of 898.0. Revise storm sewer pipe from ditch to 18" @ 0.4%. Revise IE's of 24" storm sewer so IE W in CBMH 103 is 0.05' lower than inverts from ditch pipe per marked up plans. Revise IE's from CBMH 103 to storm sewer from north accordingly. As currently proposed the downstream IE in CBMH 103 is higher than the pipes coming into the structure. 26. Sheet C3.1: Label rim elevations for all cleanouts proposed. 27. Sheet C3.1: Add 2 gate valves either side of the water main tee in middle of site so each building can be shut off separately if needed. 28. Sheet C3.1: Review storm sewer manhole sizes in table. CBMH 101 in particular will need to be larger to accommodate dissipators and skimmer, refer to Momentum Environmental design charts. Review if CB 108 can be built as a 2'x3', likely needs to be a round structure due to orientation of pipes in structure. 29. Sheet C4.1: Identify elevation and label Emergency Overflow (EOF) location for all low points. If EOF is along curb line, label as such. 30. Sheet C4.1: Add intermediate spot elevations in ditch along Crosstown Boulevard as it's flat. 31. Sheet C4.1: Add to Grading Notes per marked up plans. 32. Sheet C4.1: Provide additional grades (%) along curb line and across parking lots. In no case can grades on curb lines be less than 0.5%. Minimum parking lots grades should ideally be 1 %, if slightly flatter, intermediate spot elevations should be provided on the plans. Also provide longitudinal slopes for sidewalks and trails. 33. Sheet C4.1: Freeze layer with cars in drive thru for clarity. 34. Sheets C5.1 & C5.2: Add notes as marked up on plan. 35. Sheet C6.1: Revise detail 12 to 4:1 max slope. 36. Sheets L1-1 & 1-1-2: Add the proposed D&UE boundary into these sheets. Verify landscaping is outside of the D&UE. 37. Refer to redlined plan sheets for additional minor comments. 38. When site grading is completed an as -built grading plan shall be submitted to the City for review using Anoka County coordinates and elevation datum. Developer's engineer shall certify that the site is in compliance with the approved grading plan prior to City approval. 39. Identify in comment letter any changes made to plans since previous submittal not addressed in response comments. 40.Additional comments pending further review. 41. A preconstruction meeting with the Owner, Contractor and City Staff shall be required prior to construction. Coordinate scheduling the meeting with the City Building Official when building permit is submitted. The following Comments are regarding the Stormwater Report Review #1: 1. In Section 2.1, update HWL elevations per revised hydrology calculations with this review. 2. For stormwater HWL modeling calculations, it is a requirement to start pond outlet routing at the outlet elevation of the basins. Revise routing start elevations for Ponds 202P and 203P for existing and proposed conditions. Revise HWL's in plan set accordingly. 3. For Pond 203P (Ditch), lower the outlet to the ditch bottom of 898.0, revise outlet pipe to 18" at 0.40%. 4. Review storm sewer calculations table, invert elevations aren't calculating correctly based upon pipe grade and length. Revise ditch outlet sizes and slope and additional invert elevations are marked up in plans. 5. Submit calculations showing 60% minimum total phosphorous removal and 90% TSS removal for CBMH 101. Momentum Environmental has a removal efficiency calculator that can be used, you may have to contact them to get it. If required to meet removal efficiencies, revise structure diameters or sump depth. 6. Additional comments pending further review. Note: it is a requirement that the Developer respond to each of these items in writing digital copy from City and type responses below original comment) when re -submitting the revised plans to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. Peter Hellegers, City Planner City of Andover Chipotle-Starbucks PUD Amendment and Commercial Site Plan Applications April 15, 2024 Proposed Development The existing property that this proposed development is planned to be on is currently platted as Lot 4, Block 1, Andover Clocktower Commons. This lot is part of the larger shopping center development with Andover Clocktower Commons plat. The property is currently used partially as a paved parking area, vacant land and a pond for the entire center. The proposed development for this site is to add two (2) new, free-standing buildings, to house a Starbucks Coffee on the west side of the site and a Chipotle QSR on the east side of the site. Each use will have a drive-thru or pick-up lane. For reference, the Chipotle Lane is pick-up only for mobile orders. This is not an order lane. Previously, there was a PUD approval for a single building of 7,000 s.f, with a drive-thru lane, for this lot. The current development proposes two buildings, one contains approximately 2,325 square feet (Chipotle) and the other contains approximately 2,530 s.f. (Starbucks). The site plan will include 68 parking stalls on Lot 4, or a ratio of 14 stalls every 1,000 s.f. of gross building area. Also, we have created stacking areas for each use. Starbucks has stacking capacity 13 shown (and has additional area available) and Chipotle shows 7. Again, Chipotle is for mobile order pick- up and does not have an order board. The property currently has a common driveway and utility easements in place. Sidewalk extensions have been made to connect the existing walking paths along both Hanson Blvd. and Crosstown Blvd. Landscaping design is to meet City code and the desire to screen headlights for neighboring residential (future to the south) and screen trash areas. Utility services are currently within the center and there are stubbed services for both water and sanitary sewer on the northwest portion of this lot. We will extend these utility services to the buildings, as shown on the civil drawings, including the addition of grease interceptors for each use. Starbucks produces little if any materials to be accounted for at this time, but design is for any alterations in operations in the future. Fire hydrant additions are shown and will be updated as needed or required by City Fire. Storm sewer is designed to use the existing infrastructure and add to it. Building roof drainage will be captured and piped into the system through tie-in to the new underground pipes and catch basins. Parking lots are designed to run to basins and be piped to the pond as shown. Storm water reports are included with this application, as required. The building designs include the use of materials to meet City standards. This includes a mix of brick, metal panels, EFTS and glass. Additionally, the Starbucks building, toward the corner of Hanson Blvd. and Crosstown Blvd., has a clocktower element included. This design is similar to the design approved on the previously approved PUD with the 7,000 s.f. building. The design intention is to be similar in scope and design to the adjoining buildings but still maintain the look and branding of the individual tenant. The trash areas for each building are included within the lot and will pick up the look of the building with compatible materials, colors and will have wooden gates for access. Signage will include building signs for each tenant. We are also proposing to add to the existing electronic sign on the corner for these tenants (sample rendering included). All signage will need separate applications for review and permitting, consistent with approvals of the PUD Amendment. Relating to the PUD Amendment, the following addresses the PUD Design Qualities sought by the City: A. Achieves efficiency in Street and utilities and preserves the area. This development uses existing access points and shared drives of the existing center and uses. Utility services were already contemplated for this site, and these are merely extensions of that design. Ponding was in place for the center and the design meets current standards. B. Provides convenient and safe access for vehicles and pedestrians. As stated above, this development uses the existing access points for vehicular traffic. Also, the extension of walks to the existing path in the public ROW and a clear walking/biking route to the buildings is present. C. Provide appropriate buffers. All setbacks are met with this development. Landscaping is added to provide added screening from headlights to the future residential to the south. D. Preserve existing significant or stands of trees. There are no stands of trees and significant trees on this site. The landscape plan will add back trees throughout the site. E. Provide complimentary landscaping. Landscaping will meet all city requirements. We will also address the screening of headlights in the drive-thru areas and screening/softening around the trash areas. F. Preserve usable and open space. Again, this development is similar in scope for the use of the area for buildings, parking and drives as the previous approved PUD for the lot. G. Provides an attractive streetscape. Use of building materials, landscaping and connectivity maintain or enhance the streetscape from the previously approved PUD. H. Architectural quality and design. Both buildings meet the standards of the City and are consistent with the previously approved design for materials. This includes the addition of a clock tower element on the corner of the western building. Lasting quality of the development. The overall center has a declaration providing that each owner maintains their building and site in the appropriate manner as prescribed. This site is part of that agreement and will be required to maintain as such. Relating to the PUD Amendment, the following addresses the PUD Findings questions: A. Development is not in conflict with the Comprehensive Plan. Current Zoning is SC Shopping Center, and this development provides those commercial uses similar to others in the center and immediate area. The uses are consistent with the previous approval. B. Provides a desirable and unified environment within its boundaries. The development is integrated with the current center, using existing access points and shared drives. The buildings are positioned and designed to be compatible with the design of the surrounding center and provide easy and convenient access to customers from the other buildings in the center and from the adjoining areas, both streets and paths. C. Demonstrate how each modification or waived requirement contributes to achieving the goal of the PUD. Again, this development is very similar in scope, both building size and proposed uses, as the previously approved PUD for the lot. The 2 -building design allows for the addition of users that will help generate more interest in the overall center and provide more goods and services to the residents of the City, which is the ultimate goal of the development. D. The PUD can operate on its own without dependence upon any subsequent development. This lot is the last to develop within this overall PUD. The existing infrastructure, including access points, shared drives and shared utilities are in place and were contemplated for this lot. The addition of these buildings, lots and users would be able to operate and succeed without reliance on any subsequent development and will enhance the traffic to the existing users in the center. E. convenient and safe access for vehicles and pedestrians. As stated above, this development uses the existing access points for vehicular traffic. Also, the extension of walks to the existing path in the public ROW and a clear walking/biking route to the buildings is present. F. Provide appropriate buffers. All setbacks are met with this development. Landscaping is added to provide added screening from headlights to the future residential to the south. G. Preserve existing significant or stands of trees. There are no stands of trees and significant trees on this site. The landscape plan will add back trees throughout the site. Relating to the CUP: We will need a CUP for each building site for the proposed drive-thru/pick-up lanes. As proposed, each building will have a drive-thru or pick-up lane for the operation. In the case of Starbucks on the west end of the property, the land can house 13-15 cars in an ordering que. This lane is designed as a drive-thru lane, with full menu/order boards and the pay/pick-up window. This is the same as most new Starbucks buildings in the metro area. In the case of the Chipotle building, this is designed for a pick-up lane. They have branded this a "Chipotlane" service for the operation. There are no menu/order boards, like at Starbcuks. Rather, a customer has placed a mobile order, paying at the time of order, and uses this lane when they are informed that their order is complete via text or email. This line can handle 7-9 cars as designed. In current operations with this type of system, there is usually 1-3 cars using the lane at the same time. We look forward to working with the City on this development. AIV VV v LE\ ANOKA COUNTY SITE LOCATION MAP SITE CONSTRUCTION PLANS FOR CLOCKTOWER COMMONS RESTAURANTS ANDOVER, MN AERIAL MAP SHEET INDEX C0.0 TITLE SHEET ALTA/NSPS LAND TITLE SURVEY C1.1 EXISTING CONDITIONS & REMOVALS PLAN C2.1 SITE PLAN C3.1 UTILITY PLAN C4.1 GRADING AND DRAINAGE PLAN C5.1 EROSION CONTROL PLAN, PHASE I C5.2 EROSION CONTROL PLAN, PHASE II C5.3 SWPPP NARRATIVE C6.1 DETAILS C6.2 DETAILS C6.3 DETAILS C6.4 DETAILS C6.5 DETAILS L1.1 LANDSCAPE PLAN 1-1.2 LANDSCAPE DETAILS PHOTOMETRIC PLAN ff2 ��^o }}0q5 U o}g �z L2 O O U 03 z' ~- z6 o a � 2r �C mW ulr I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA NAME JOSEPH T RADACH PE SIGNATURE: q . DATE 03/01/24 LIC,: 45889 I>I.—I NIc]I Vl ull .Ol r z O 7 I I SHEET NUMBER s co.0 4vox'v u[vIV, - '. N -Q IS `eTHLH ANDOVER, MN AERIAL MAP SHEET INDEX C0.0 TITLE SHEET ALTA/NSPS LAND TITLE SURVEY C1.1 EXISTING CONDITIONS & REMOVALS PLAN C2.1 SITE PLAN C3.1 UTILITY PLAN C4.1 GRADING AND DRAINAGE PLAN C5.1 EROSION CONTROL PLAN, PHASE I C5.2 EROSION CONTROL PLAN, PHASE II C5.3 SWPPP NARRATIVE C6.1 DETAILS C6.2 DETAILS C6.3 DETAILS C6.4 DETAILS C6.5 DETAILS L1.1 LANDSCAPE PLAN 1-1.2 LANDSCAPE DETAILS PHOTOMETRIC PLAN ff2 ��^o }}0q5 U o}g �z L2 O O U 03 z' ~- z6 o a � 2r �C mW ulr I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA NAME JOSEPH T RADACH PE SIGNATURE: q . DATE 03/01/24 LIC,: 45889 I>I.—I NIc]I Vl ull .Ol r z O 7 I I SHEET NUMBER s co.0 I / SAWCUT REMOVE& 3..'yY DISPOSE OF CONCRETE i / CURB & GUTTER . y i 1 I I i I REMOVE MSWR DPES REMOVE LIGHT POLE 0.E MOVE LIGHT POLE SAWCUT&MILL /\' / ro t -1 5 ,1 a�5 1>% BITUMINOUS EDGE ::� / i�/' / / � :..,In � ! 11--.�' J -� � � � �/ ll�rJ llr i i :�i_ j .:i.- i -i 1 ✓/.,1.'?�:Ihl 7.1- - Iry I 1 1/ 14 .. / ..: }, , .� -(� I - _ Ulf i - -,i }j ^. i�'. -.I -Itl ____ - It, 2 ✓.� / 1 r � / � / � t I la \' ---F.. � .{ � ' � - 1n " n ..,III I I —x— y i . I / /�'.- 1: ill q 901- h I. 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RUD & SONS, INC. DATED 2/1/24. REMOVAL PLAN NOTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND STRUCTURES NOT INDICATED FOR REMOVAL DAMAGE CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER S. CO NTRACTORTOREMOVFJRELOCATEEXISTING PRIVATE UTILITIES AS NECESSARY. THE CONTRACTOR SHALL COORDINATE THESE ACTIVITIES WITH THE UTILITY COMPANIES, 4. THE CONTRACTOR IS RESPONSIBLE FOR ALLTHE REMOVALS SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO ALL GOVERNING STATE AND LOCAL REGULATIONS. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SAWCUTS SHALL BE FULL -DEPTH CUTS. 6. ALL WORK WITHIN THE ADJACENT STREET RIGHTS OF WAY MUST BE COORDINATED WITH AND APPROVED BY THE CITY PUBLIC WORKS DEPARTMENT. �Li r0 vmi U h p op fo ioI 11 O U o3: Z? w y N o O m 2r ' N m H I HERESY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NAME JOSEPH T RADACH PE SIGNATURE -f-. DATE 03/01/24 UC #: 45889 <F -------- 11.LUJJJJr_4 U o LJ r V Z W> v 2oz 0 o v — — J c m W L D U C W H v 0 M UJ CO U N W Z 3 O 0 15 30 60 < SCALE IN FEET CALL BEFORE YOU D11 1 Know whafs below. Call before you dig. ch Z 00 G � m O va= w wa� `) N 0 C I w Q iU _j J V SHEET NUMBER C1.1 / 0 15 30 60 <SCALE IN FEET° _ f q CALL BffORE YOU 77. Know whafsbelow. �ppp""" � / ryl p I� Cali before you dig. �� a a1 \4 r I -sr' S. G�Qy� »—�- 13 S H 1 \ -' V t A 1 1✓// 4:—Iu / k J / \ TYP 14 \ / 'il.-` ~ 3T' _ PROPOSED _ —-�� � �'. ( � f �. f "_; fI✓ f A f f ------ EASEMENT LINE ——.--------.-_ �� '��II.T-I f 01 11 r4 III-: .I �-f I i �'� I I I I .:. jll I I r I -:1 I I:' I 1 -1: 1 J- I 1 1: 114 i 1. 1 I I- V .I _.-1—y—i——__ _.--F--i—L_. ._. — 11 �I I'I —Y— -ILII I'I LEGEND EXISTING PROPOSED EXISTING ZONING: —-�� PROPOSED ZONING: PROPERTY LINE ------ ------ EASEMENT LINE PERTENANT BUILDING 1: BITUMINOUS PAVEMENT BUILDING 2 2,540 SF 3% CONCRETE WALK/PATIO --� TOTAL CON CRETE PAVEMENT PERVIOUS AREA: 37,015 SF 41'4 CURB UNE --->--->- 9. TRASH ENCLOSURE. SANITARYSEWER -----I— WATER MAIN ---»— 12. TRANSFORM PAD. FINAL LOCATION TO BE CONFIRMED STORM SEWER �. UNDERGROUND ELECTRIC —uc— 14, CLEARANCEIHEIGHT RESTRICTION BAR PER TENANT. UNDERGROUND CABLE —gym— UNDERGROUND FIBER —ohu— OVERHEAD UTILITY SEE SURVEY SANITARY MANHOLE I STORM CATCH BASIN IIj STORM MANHOLE STORM FLARED END SECTION HYDRANT GATE VALVE SEESURVEY OTHER SYMBOLS BENCHMARK ... COUNTY BENCHMARK NO. 2 GS ELEVATION: 879.299 (NAVE, 88) SITE DATA LAND USE DESIGNATION: GENERAL COMMERCIAL EXISTING ZONING: SC. SHOPPING CENTER PROPOSED ZONING: SC. SHOPPING CENTER PARCEL AREA: 89,509 SF IMPERVIOUS AREA: PERTENANT BUILDING 1: 2.371 SF 3% BUILDING 2 2,540 SF 3% PAVEMENTS: 47,583 SF 53% TOTAL 52,494 SF 59% PERVIOUS AREA: 37,015 SF 41'4 PARKING SUMMARY R8.9a (12' X 181 STANDARD STALLS: fib HANDICAP STALLS: 4 TOTAL STALLS: 70 SITE PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB AND OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 2. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. 3. TYPICAL PARKING STALLS ARE 9'X 18, 4. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS. S. UNLESS OTHERWISE SHOWN IN THE PLANS CONTRACTOR SHALL PROVIDE CONTROL JOINTS AND EXPANSION JOINTS IN SLAB ON GRADE SIDEWALKS, AND DRIVES PER THE FOLLOWING REQUIREMENTS: CONTROL JOINTS: WALKS@SSPACING OTHERS @ 10' SPACING SAWCUT CONTROL JOINTS MINIMUMY CONCRETE THICKNESS. EXPANSION JOINTS: WALKS @24'SPACING OTHERS @ 40' SPACING PROVIDE EXPANSION JOINT AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS AND WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT. DOWEL ALL EXPANSION JOINTS AT 24' SPACING MAX. SIGNAGE AND PAVEMENT MARKING NOTES 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 2. SIGNS SHALL INCLUDE HARDWARE POST, FOOTING. CASI NO, AND ALL APPURTENANCES REQUIRED FOR TYPICAL INSTALLATION. 3. PARKING LOT STRIPING AND PAVEMENT MARKINGS SHALL BE4"SOLID WHITE PAINT. ALL PAVEMENT LETTERING SHALL BE 12' HEIGHT. 4. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE PER THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). SIGN SCHEDULE OHANDICAP PARKING SIGN ON: R7-Bm W/R7-Bb(12'X18') 6' CONCRETE BOLLARD B. HANDICAP PARKING SIGN: R73m W/R7-Bb(12'X IB") C. NO PARKING SIGN ON: R8.9a (12' X 181 BUILDING TENANT. D. NO PARKING SIGN: R83a(127 X 1B') E MOBILE ORDER PICKUP SIGN: PERTENANT F. DIGITAL ORDER PICKUP SIGN: PERTENANT G. THANK YOU/EXIT SIGN: PERTENANT H. DRIVE-THRU DIRECTION SIGN: PER TENANT KEYNOTES * SEE ARCHITECTURAL SITE PLANS FOR ADDITIONAL 16. DRIVE-THRU ORDER SCREEN WITH CANOPY PER SITE PLAN NOTES. TENANT. OLANDSCAPEAREA. SEE LANDSCAPE PLAN. 17. ORDER MENU PER TENANT, Z. MATCH EXISTING CURB/SIDEWALK/PAVEMENT. 18. 4FT. MAINTENANCE FREE PRIVACY FENCE COLOR TO MATCH BUILDING. 3. 4' CONCRETE WALK/PATIO. 19. SOLID WHITE CROSSWALK PAVEMENT MARKINGS. 4. CONCRETE PAVEMENT/APRON. 20. CONCRETE SEAT WALL. BEE ARCH. PLANS FOR S. INTEGRAL CONCRETE WALK/CURB. DETAILS. 6. PEDESTRIAN CURB RAMP. 21. LOOP DETECTOR PER TENANT. 7. CONCRETE VALLEY GUTTER 2. 10' BITUMINOUS TRAIL PER CITY STAN DARDS. S. 6' CONCRETE FILLED PIPE BOLLARD. 9. TRASH ENCLOSURE. 10. 4' SOUR WHITE UNE 11, SOLID WHITE PAVEMENT MARKING, 12. TRANSFORM PAD. FINAL LOCATION TO BE CONFIRMED BY CONTRACTOR AND ELECTRIC PROVIDER. 13. LIGHT POLE AND BASE. 14, CLEARANCEIHEIGHT RESTRICTION BAR PER TENANT. 15. PRE -MENU BOARD PER TENANT. o� z E) I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NAME: JOSEPH T RADACH PE SIGNATURE: DATE 03/01/24 LIC #. 45889 N H Q D N N LU I. '�],�'Jjjj, K 2 O V o J � 1_ m Z vi W > �' .;=z z O o a J c W �a c H DO w m V � N 0 SHEET NUMBER C2.1 / ' I ! ! I i/ ! 0 15 30 60 - V 1/6� 1 <SCALE IN FEET > I i I ( 4 41 CALL BEFORE YW DIG i� d"(ff'8` ! N `�� _ CONNECT TO EK - &t 1` 6"DIP WM CONSTRUCTMH 'd 4Y\ \i. W/fi"-45'BFNDS / A OVER IX.8" PYC SAN Box (FIELD {- _ (FIELD VERIFY) SWR&CONNECT. RE 5 1d IX.19 IE 89 895.84.8" N i0 _ / /' Illi ':Ih \ V •.j 1P` -p� PR. IE 895.944"E Know what's below. ! ! 41 a y p i; L PR IE895.944'SW Y k� PIXAPr it _ Cali before you /' ! e}II FIEDVERFY �'J f i Y �y E/ / /J / ! N/: \u f % �� � la ♦. -' Q,/ •. - ( f`�i '�� // !1.425 INSULATE SANITARY SEWER W/4" I C\ . :! CBMH 12 ->� \ »---»---»- -»---_ ,♦f. -r J.Y -' ! RE 907.45 RIGID POLYSTYRENE INSULATION %p�u �! ', IE 897.29-24'SW >� �.� (TYP) CBMH clot (\' .m5 IE 897.29-24" E RE 902.03 5 :a� T- , -: / �/ IE 897.16-24" SW �' I _- fi'� "\-1 ��/ CBMH 103 ,(}S{f IE 69].16-24'NE �-11HDPE - - L ---' RE 901fi5 CBMH 106 1 +1 ./I i I: 1 0.20% -1' RE 902.03IE 897.83-12°SE @ '.l - :1. IE 897.60-2d'W :4 .,<.1? :IE 897.72.18'5'6"DIP CLS2 WATER SERVICE l0 '1 __%�a�a - --- - / r / IE 89216 -SUMP I in': I IE:97.29.78"N I I :'I I- N y 11 ( 1. / - -�:. ! // 1 I 1's' {jjI IN 01 Irl III-.iIE 897.72-18"NE I (FIRE&DOMESTIC) -1-''�A, q� .-ISI I --------- _____ .& ' / // Bl' 21 -RCP I: IE 896.14.15' I:-i'iJ:'� 'y. _�----- CS __ Y1.. _ �r t_T.51'-4"PVC iA v / ':: I� IJ CONSTRUCT CBMH AV ! CL.3@0.20% I --Iq I I �!•- ` / ,�! \ I I n/ uas•?6 i i i i i i 1: I -: SC 4.40@2.0% i i : 10 n4 / !4 1:1 §� RCP FES W/ F 1 ' 156'-2d' PVC _.� / < IIE BLD=898.30 :'lu a - it 1 OVER IX.18'HOPE c 1 1 r r- \f TRASH GUARD I CLEANOUT ♦• SCH.40-0.20% ----HF.� I 1'. 1 I 1. @ j;' V e 11 (. " // IE 898.81 @ I 1 'll i-i.I-J-1__- -I. i...y_.L-I_J--1-.��' STM SWR & CONNECT. IE 897.70 G< / / ! PLACE I4 CY I 67'-4'PVC II I'.T RE 901.23 i 1 B4'-4'PVC 6"-45' 48'-18'HDPE 29'-4°PVC r� /p I+4, I I .I" RIPRAP CL III SCHAD@1.0% A �C SCH.40@1.0% BEND @0.25% BENDS SCH.40@20% 13T•18°PVC I 01.E 698.15-18'N , ;Y B'PVC IE@BLD=898.06 SCH.40@0.25% 11 I' 1 PR 898.06-18"SW i. CLEANOUT - 6 3 I 6'O 6' DIP CLS2 '14 t (MELD VERIFY) IE 896.61 'ly I:1 V . \\3 i' :39'-4"PVC I "1 I'C 10 d / 4 SCH.4' @1.0% RYL .' r q0 \ / ! ! \ 4T-4"PVC -� C- 4\SCHAO@1.0% _ 6"X 6" f I \ I j. 20'-6 PVC@2.00% 1T-6 PVC@2.00% 1THi PVC 5 TEE - PROPOSED !U EXISTING INFILTRATION BASIN CLEANOUT ?. IE 898.80 IE 899.13 @2.00% _ __ _ - _ 2 BUILDING BTM EL' 896.5 \ IE 897.02 { PROPOSED IS 899.73 - ry ._ _ p 7// kI \; / oVERFLOW:398.18 \ I 9 - - - 3 FIFE=903.5 _ BUILDING 11'-6"PVC tz b•Pvc ` o I r f / MPCA WATERQUALITY VOL HWL 897.1i \ 7 \\ @200$ 4 v 60-4"PVC 7� 4 17-61PVC@200% I I- J1 I 100 YR HWL: 898.7 IC897.13 - FFE=903.8 E894.38 --IE B99.82� C SCH.40@1.0% y I. / <` j� !U \ -- ---1 --�! CLEANouT S' -- _ IS 896.78 - - - - - - CB 108-- X4 RE 902.43 'r .ill f ;\ 0 'L \� 1��-F >� • e_- `�-------IE 896.20-7T'NW 6"DIPCL52 N :Iti ->>- / IE 8985-.8"NE - - e --' HDPE -- «---- - ------ _". 7 900. 00%11 - fl�ao\< 1 - 6.-45. 50'-15" vC@x. i 1 >>�-- / BEND @O.BO%_-- -- --IE 900A8 cLEANoor - - i- HE 899.50 - 1 1 - CLEANOUT 6'-4•PVC A IE 899.fi8--T- / \ SCH.40@2.0% 4 1 \ _HIE@BLD_897.14- _r_,n._ _ -- '1� I \ 1I 11'•4"PVC 6T-15"RCP- ,{ / fi° DIP CLS2 WATER SERVICE -' --. SCH.40@20% CLS@0.80% ^ ST-1YHDPE� 661 D0%C m A II A--- rq (FIRE&DOMESTIC) 6"-45' .700'8' �C IE0 BI.D-897.35 __ @0.50% ____ _ @ _----- -;!z �' FFF BENDS '' SCH.40 1.00% :HYDRANT W/ .. __ Rq}f 2 CROSS �+T TOW :RE 7: p/�_.r, `t (�8.,•/ n .F-G.V.8B0% F CROJ37 �Y N BLVD 4YY �ki1V:1 T R� �1. f�) E STM 98.5475'NW � IS 89B.ef1-12"SW ! ! 1 -� fi'X 6'TEE / ! n I _ _ - GND. EI_ 903.3 _ - - IS 898.54-1S SE IS 899.02-e°NE - --- - - -- __3 15" RCP FES IS 898.54.17 NE -- W/TRASHGUARD WA, IS - �z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEGEND EXISTING PROPOSED - ���� PROPERTY INE ------ ------ EASEMENT UNE TELEPHONE/DATA SERVICE LOCATION. BITUMINOUS PAVEMENT L-7--1----�.''.'..�'©'•'"•'...'.: '...c'0"•'. CONCRETE WALK/PATIO CON CRETE PAVEMENT CURB LINE --->--->- ��� SANITARY SEWER -----I- ��� WATER MAIN ---»- ->> STORM SEWER -�-- UNDERGROUND ELECTRIC UNDERGROUND CABLE -�/e- UNDERGROUND FIBER - u- OVERHEAD UTILITY SEE SURVEY 0 SANITARY MANHOLE ® ® STORM CATCH BASIN STORM MANHOLE STORM FLARED END SECTION HYDRANT N GATE VALVE SEESURVEY OTHER SYMBOLS BENCHMARK ANOKA COUNTY BENCHMARK NO. 2033 ELEVATION: 879.299 (NAVD 88) KEYNOTES lO. PRECASTGRAVITY GREASE INTERCEPTOR. ELEVATIONS OF GREASE TRAP AND PIPING TO BE CONFIRMED AT TIME OF CONSTRUCTION. 2 ELECTRIC SERVICE AND METER LOCATION. 3. 2' GAS SERVICE AND METER LOCATION. 4. TELEPHONE/DATA SERVICE LOCATION. UTILITY PLAN NOTES i. SANITARY SEWER, WATER MAIN, AND S7 ORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CITY$ STANDARD DETAIL SPECIFICATIONS AND THE MINNESOTA PLUMBING CODE. 2 AMINIMUM OF 7.5 FEET OF COVER SHALL BE REWIRED FOR ALL WATER MAIN AND FORCEMAIN. 3. FIRE HYDRANTS AND GATE VALVES SHALL BE IN ACCORDANCE WITH THE CrrYS REQUIREMENTS. 4. AMINIMUM OF 2.0 FEET OFVERTICAL SEPARATION SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS. S. USE SOLID -CORE SDR -35, ASTM D3034 POLYVINYL CHORIDE(PVC)PIPE FOR DESIGNATED PVC STORM SEWER AND SANITARY SEWER WITH APPROVED FITTINGS UNLESS OTHERWISE NOTED. 6. PVC PIPE DESIGNATED AS PVC SCHEDULE 40, SHALL MEET THE REQUIREMENTS OF ASTM D2665 FOR SCHEDULE 40. 7, ALL ROOF DRAIN DOWNSPOUT CONNECTIONS SHALL BE PVC SCHEDULE 40. S. ALLWATER MAIN WORK AND TESTING SHALL BE COORDINATED WITH THE CITY'S PUBLIC WORKS DEPARTMENT. 9. ALL WATER MAIN MUST HAVE A CON DUCTIVIT\' TEST, HYDROSTATIC TEST, AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED ON. 10. FINAL BUILDING UTILITY SERVICES AND DOWNSPOUT LOCATIONS SHALL BE VERIFIED WITH ARCHITECTURAL AND PLUMBING PLANS. 11. LOCATING WIRES SHALL BE INSTALLED ON ALL NONCONDUCTIVE STORM SEWER. SANITARY SEWER, AND WATER LINES IN ACCORDANCE WITH THE MINNESOTA RURAL WATER ASSOCIATION (MRWA) TRACE WIRE SPECIFICATION GUIDE AND DETAILS. 12 INSTALL METER BOX FRAME AND SOLID LID (NEENAH R-1914-0. OR APPROVED EQUAL) OVER ALL CLEANOUTS, STORM SEWER SCHEDULE STRUCTURE NO. SIZE NEENAH CASTING OR EQUAL CBMH -101 48" DIAMETER R -3067 -VB CBMH 102 48* DIAMETER R-2573- CBMH 103 48' DIAMETER R-2573'' CBMH 104 48•DIAMETER R -3067 -VB CBMH 105 4B'DIAMETER I R -3067 -VB STMH 10648' DIAMETER R-1642-' CB 107 24'X36' ZW67-VB CO 108 1 24"X 36' R -30" 7 -VB - INSTALL PRESERVER ENERGY DISSIPATER OR APPROVED EQUAL ON INLET PIPES '> TYPE C GRATE UTILITY CROSSINGSI Q CROSSING CLEARANCE I NOTES 1L� E j ATER BELOW SANITARY SEWER TO PROVIDE 24' CE2 3 113 0a 2 U 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME 00. UNDER MV DIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER MOM THE LAWS OF THE STATEOFMINNESOTA NAME JOSEPH T RAOACH PE SIGNATURE I DATE: 03/01/24 LIC,.. 45889 m e Q p W (M/ -J �I �I N I M I O I J JIS w Z 3 O C) o LZ > u 2oz Q o0 In -j c W r a > O C W v Q GO W U� N V) Z 0 SHEET NUMBER C3.1 a / I -------------------- "T I I 1 I 11 I I / / b'� �// /'/per •• - _x�,.,>' � I I I ; b __�>.-�� ��.a��� >' 77 V - , Ie /�_:� a / / // I YINIII I :iu S i A - `� I u.`\-\1i1fll�- OF . .\'���>' >' �' InS`Haly•I I -: 1�I\a I/ ..,._ate � _ T-771 177,-1 _ _7,-- - -' -- IY pl R II ,A� 1J -77 J" Pp, --1��� I'> i�>- -1� �l� I PP�i INSTALL BIO -ROILS INSTALL ROQI( :AFTER REMOVALS CONSTRUCTION >m m I" �F 4 ( - :,� 64T CEA - 4 1 1 f i 1 1 is �3?- i`� HEREBY CERTIFY THAT THIS PLAN. . / -'//`• I '\ 023-'OZQ -90' D20 I (}495?`!/ZZ \ tdz6:71 J``{l. I I :1 I I-. I I t �..i�`� '1 g SPECIFICATION OR DEPORT WAS ? PAVEMENT REMOVALS :.� I /'• % _ _2- - \T'�Ja l 169r '$�I PREPARED BY ME OR UNDER Y 77 7 1 �p1q -- -_ - DIRECT SUPERVISION AND THAT I AM 1 y IIS I' y --SSBI= =e , ``\`� A DULY LICENSED PROFESSIONAL V II i I.. .--I II I ___ __ __ __ _" 1____r ENGINEER UNDER THE L4WS Of THE . w- _ �" ! ,' °{ �•/ ( Oi.S `. '\ ^ 41I 19 �IPZDt 02xtl I 10261 . -: .I ! i L(311 .: I : -: �xQ?'f :I.:: ' 1 I Q?ll fC17/I III r STATED MINNESOTA S oqc • 1 _ I O=�' ,J /• / :I 1,-(•-�.-F-h s1,1'�. I -x- 1 i ., .. '1 _. ii pI V"`�JII I I'� I I : Y .I:. T:�p / 1}I 1 I NAME: JOSEPH T RADACH PE J ,q •/ •� G I 1 x/ {q �JY 1 I': I I -r t t I I' I I '.I 1 L 1 .- Jy I i I L"I 2 �%� I � �� I 0 9Y ' 1 I 1 1 I 4 �1 i I I O 1 I F 1 ;11 �qb i /11 I: I x�•l '�\ • � ICC `: lbI 1 1: 1 1 �.4 t`� ': I f I' I�S'�I I f n '�I(-,..! / �!I�1 -1 �x 11 SIGNATURE: I P �/ / / ° L 901 QZi . l Q 020 ®�Oe.l P21t OZ51: ':10j(p01 �%Q P261: :Yi 6� i ii 444��� ♦♦♦ii' • 9- �� _..ISI I:I L :I'ii / -� ;i' /\' / 023\ DATE: 03/01/24 LIC P 43889 / i ,J �' K • ° TIP -OUT CURBI Iy� I ('YP""""`) .I / I � �r� \1111 r _ '� p:-iti II`.� I L // / - • - 02.8 1 028 C 024 02 RIDGE 026 / 02,5 02 n 026 nnx 02.5 'l / ./ / ; ^ \ ®• ' _ \ � -m S,- 0 . > i C ------------- 01.9 IN� / ' / 89 \ • 90.7 I .t j I ®'� i hs . i ¢ 0 . 0 /Y `� 02 9 026�. INSTALL SILT FENCE • o� .,�.. 7 / LL �i�.��g t I 1 I '" I :�I IMMEDIATELY AFTER \ • ` .�. a C q02 BASIN GRADING \ s 1J j},Z.R? / 4 /y, / / •! _ 036 031 T03. G03.1 .GD3.t \ p -� G02.11 G02.85 E7(ISTINGINFILTRATIONBASIN \ ° i x•11 - PROP(�SEDd,9 ` < 01. < °< T03.33 PROPOSED l „IJ\ 14 4• / N \ / / / I / BTM 0.: 096.5 \ / ai .n. I 1 .B 02.7 G 02a5 / I020 I 1 . \ j'_ OVERFLOW: 898.15 \ • / BUILD IVIG \ �;, � � ,9n? � � �� ` BUILDING Di`�' + i ! \ Ir•� S b MPCA WATER QUALITY VOLHWL• 897.7 ° \ ✓ I I I I m �i /- FFE v 903\8 \ o FFE _ 903.5 �� o s g a / IIYD\:. 1WYR HWIL 899.] \ ° `> I 1 a 026./ T - I� :I ��_ r .. 14'\�I�3r� 030 1 \ I 0.23 02 023 �.. `\ `� 02 z.a • h t '� t i 1I - - - x � "� --- -- -- - � 0 029_ `.S 02.4 02E • i �'.. I` O 4-`�-3>�.i���z-_x--x_ s' � �-_'_�--�_ -• / /'. f / .. \. L - - 9D3- • gI1A27 I� y�- - m .. _"I�9_ .n.-�-„I�- .a... � T�- 1 0 7.6_ ^T^( m- T_90 -3 _\-� --- \-_ ,�_1=�-.:r �==-.�-. 903 -- «- __ --_ -� 9oz- - _� _�_ �• �illi 1 II1,)1I `\�I �� 1 - - - - - - - - - - ---- ZR mO ots I I I I j /01.35 ./ f / __ �� __�= �_- .• \ -.._ _. � i 01.7 i • , I! : \. �. -.. 0: � cV tri < vi � ,� LEGEND EXISTING PROPOSED ---� PROPERTY LINE _----- _----- EASEMENTUNE BITUMINOUS PAVEMENT CONCREfEWALK/PATIO --� CONCRETE PAVEMENT _--_-_ - - -_ CURB LINE --->--->- ->- SANITARY SEWER -----)- -�- WATER MAIN ---»- ->> STORM SEWER -u.- UNDERGROUND ELECTRIC -u•- UNDERGROUND CABLE -gym- UNDERGROUND FIBER - OVERHEAD UTILITY SEESURVEY SANITARY MANHOLE ®® STORM CATCH BASIN STORM MANHOLE STORM FLARED END SECTION HYDRANT N GATE VALVE SEE SURVEY OTHER SYMBOLS SCONTOUR V CONTOUR 57.1 SPOT ELEVATION E--�--j . (CURB ELEVATIONS ARE TO GUTTER LINE) a • • • • • - SILT FENCE 810 -ROLL RIPRAP BE ANOKA ......COUNTY BENCHMARK NO. 2033 ELEVATION: 879.299 (NAVD BB) GOVERNING SPECIFICATIONS 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION'STANDARO SPECIFICATIONS FOR CONSTRUCTION' AND THE CITY OF ANDOVER SPECIFICATIONS. 2 THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCO). 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. GRADING NOTES t. VEHICLE TRACKING REDUCTION DEVICE, SILT FENCE, AND EXISTING CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR VARIATIONS FROM THE PLAN. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENT TOPSOIL TO PROVIDEA MINIMUM OF 6' OF TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED. 4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDARS DAYS AFTER LAND -DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED. S. ALL SLOPES EQUAL TO OR STEEPER THAN 3:I SHALL HAVE MNDOT CAT.I EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL 6. STOCKPILES SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADI NG OR INACTIVITY. D 15 30 60 <SCALE IN FEET> CALL BEFORE YOU DID • ° Know whaes below. Call before you dig. w 3 O V O J J :'• v Z W �$Z a0 o d J W to > U C W H Q N LU Do N Z g Z a o W CD a 0Zo Z U < C � 3 Q v O N LLJ Z I= 0 U V SHEET NUMBER C4.1 M2 00y Id a z 0 r I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NAME: JOSEPH T RADACH PE SIGNATURE DATE 03/01/24 LIC B- 45889 a r 0 rn N - I' �j J] j jj,� __ __ u �— "�—�.'u' � M rA.=`Je iE2�w r- — — —_ _— _ _— �1—_ % .' w �?�_S—•_ —..i � - 1 Z ">,•4_------ uJ a LEGEND EXISTING PROPOSED —--- PROPERTY HE ------ ------ EASEMENTUNE BITUMINOUS PAVEMENT CONCRETE WALKIPATIO DONCRETEPAVEMENT ----------- CURB LINE --->--->- —>— SANITARY SEWER ------ —�— WATER MAIN — -->� —»— STORM SEWER —u.— UNDERGROUND ELECTRIC —uc— UNDERGROUND CABLE —um— UNDERGROUND FIBER —aw— OVERHEAD UTILITY SEE SURVEY SANITARY MANHOLE I ISO STORM CATCH BASIN STORM MANHOLE 1jI STORM FLARED END SECTION HYDRANT N GATE VALVE SEESURVEY OTHER SYMBOLS S' CONTOUR — — -:. — -- — AM — 1' CONTOUR SPOT ELEVATION (CURB ELEVATIONS ARE TO GUTTER LINE) a • • • • • - SILT FENCE 810 -ROLL RIPRAP BENCHMARK ANOKA COUNTY BENCHMARK NO. 2033 ELEVATION: 979.299 (NAVD 68) INSTALL SILT FENCE I j INSTALL INLET PERIMETER CONTROL I PROTECTION 0 15 30 60 <SCALE IN FEET, CALL BEFORE YOU Db gi- Know wnaEs below. Call before you dig. Z g a J ZZ ZU) 0 = L) CLZ 0 vi 0 a W SHEET NUMBER C5.1 PER THE CITY OF ANDOVER LANDSCAPE ORDINANCE, REQUIRED LANDSCAPE QUANTITIES FOR THIS PROJECT ARE DETERMINED BY USING THE FOLLOWING RATIOS: 1. SITE PERIMETER =1,469 LF. 2. LANDSCAPING REQUIRED AS FOLLOWS: • TOTAL TREES (1 per 75 LF) = 20 TREES • TOTAL SHRUBS (I per 30 LF) = 49 SHRUBS ADDITIONAL SHRUBS ARE REQUIRED BASED ON BUILDING PERIMETER. FOR THIS SITE, TWO BUILDINGS ARE CALCULATED AS FOLLOWS: • WEST BUILDING PERIMETER = 237 LF (1 per 15) = 16 SHRUBS • EAST BUILDING PERIMETER = 213 LF (1 per 15) =15 SHRUBS 3. LANDSCAPING FOR PARKING LOT ISLANDS REQUIRED AS FOLLOWS: • PARKING LOT ISLANDS TOTAL 947 SF • TREES (1 per 270 SF) = 4 TREES • SHRUBS (1 per 30 sl) = 32 SHRUBS 4. LANDSCAPING PROVIDED AS FOLLOWS: • DECIDUOUS OVERSTORY TREES = 9 TREES • ORNAMENTAL TREES = 6 TREES • CONIFEROUS TREES = 9 TREES • SHRUBS & PERENNIALS = 188 TOTAL (108 SHRUBS & 80 PERENNIALS) 5. TREES WILL BE PLANTED AT THE MINIMUM SIZES AS SHOWN ON THE PLANT SCHEDULE. PROPOSED MINIMUM SIZES ARE: • 1.5= CAL FOR DECIDUOUS TREES • 1.5' CAL FOR ORNAMENTAL TREES • 6' HEIGHT FOR CONIFEROUS TREES LANDSCAPE CALCULATIONS: LOOSEN ROOTS OF ALL CONTNNERIZED PLANTS. REFER TO PLAN SCARIFY BOTTOM AND SIDES OF ig HOLE PRIOR TO PLATING SHRUBS PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE, MULCH• 3' DEEP• SEE SPEC LANDSCAPE FABRIC - SEE SPEC. ' EDGING EVARIEERREFERTOIAL - SEE PLAN EDGEVARIES•REFERTOPLAN PLANTING SOIL- SEE SPEC, BUILDING WALL (TYP) 1 SHRUB PLANTING DETAIL L1-1 SCALE: 3M'=r-0' VARIES NOTES.71 SEE PLAN MULCH -3"DEPTH EDGER -SEE SPECS. //� EDGEVARIES-SEEPLAN - .:- ROCK MULCH 1.5" DIAMETE7CRUSHED GRANITE ROCK MULCH5NIA 12' DEPTHMIN.) LOAM PIANNIG $OIL — LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING 22PERENNIAL PLANTING Lf SCALE 314'=V-7 OC. RANT SPACING P=R= AREAPER PIANINSF= 17 IDs IB7 SF 15 121' 1.35 SF 1s tss 3.95 46SF AREA PER PLAT IT IDB' 3.968E T :7 T �, f Fz��,/ //\\ \ �CENTER OFPLANT " P = TYPICAL PAM SPACING - SEE PIAT SCHEDIAE R =P ANT ROW ASSUMING TRIANGULAR SPACING NUMBER OF AVMS =TOTAL ARENAREA PER PIAT OVERALL TREE PLANTING & LANDSCAPE PLAN: TREES SHALL BE PLUMB IN BOTH DIRECTIONS AFTER PLANTING. STAKING IS SUGGESTED, BUT IS AT THECDRMXTWS DISCRETION. THE TREE MJST BE MAINTAIN PLUMB THOUGH THEWARPAMY PERIOD AND CONFORM WITH ANA GLNEUNES FOR STANDARD LANDSCAPE PRACTICES CONIFEROUS TREES GROWN FOR COMMERCIAL CHRISTMAS TREE PRODUCTION CANNOT BE USED FOR THIS PROJECT. TREE SPECIMENS SHOULD HAVE NATURAL FORMS OTHER THAN LIMITED PRUNING FOR HEALTHY GROWTH AM PANT STRUCTURE PRUNE ANY DAMAGED OR CROSSING BRANCHES REMOVE ALL FAGGING ANO LABELING ANDDISPOBEFROMSITE INSTALL BACKFILL IN B-17 DEEP LAYERS & SATURATESC&WDHWATER. DONOT .. COMPACT MORE THAN NEEDED To MAJMAIN PLUMB SACKFUL SHALL FORM WATERING RING AT OUTER - - EDGE AND BE FLEDWITH WATER ATTIME OF MR PLANTING PRIOR TO MULCHING VERIFY ROOT FLARE ELEVATION AND RACE AT OR JUST ABOVE SURROUNDING GRADE . 4' 00 MULCH -NO MULCH IN 31RECT CONTACT WITH TRUNK - CUT BACK WIRE BASKET AND REMOVE BURLAP FROM TOP OF BALL SCARIFY BOTTOM *0 SIDES OF HOLE LOAM PLANTING SOB l CONTRACTOR SHALL FIELD TEST PERCOLATION UNDISTURBED NATIVE SOIL RATES PRIOR TO PLANTING AND NOTIFY . LANDSCAPE ARCHITECT IF POOR DRATNAGE 2 z ROOT BALL WIDTH is SUSPECTED REMOVE ALL FIAGTMNGAND LABELING AND DISPOSEFROMSITE INSTALL BACKFLL M &1 T DEEP LAYERS & SATURATE SOLWIIMWATER DONOT COMPACT MORE THAN REE])Ffl TO MAINTAIN PLUMB BACIffBLSHALL FORM WATERING RING AT OUTER EDGE AND BE FILLED WITH WATER AT TIME OF INMAL PLANTING PRIOR TO MULCHING TREE WR N TO FIRST BRANCH SAFETY FLAGGING IF STARING 6 USED VERIFY ROOT FLARE ELEVATION All PACE A70 RADE 4'NSURROUNDING EEP MULCH -NOMULCH INDIRECT CONTACT MITI TRUNK CONTRACTOR SHALL FIELD TEST PERCOLATION RATES PRIOR TO PANTING AND NOTIFY LANDSCAPE ARCHITECT IF POOR DRAINAGE IS SUSPECTED 9 - 1 PERENNIAL SPACING GUIDELINES 4'� CONIFEROUS TREE PLANTING DETAIL r5'� DECIDUOUS TREE PLANTING DETAIL L1-1 SCALE: 3/4"=1'-0" L1-1 SCALE 1R -=V -I" SCALE: IX V -T' L1-1 PLANTING DETAILS: TREE PLANTING SCHEDULE: Inside 0 utside Architecture Inc. 14165 hums Road - S6. 200A Rog ­,ALV 55374 Phage: 612-237-8355 �usideounidcamlur<rnun.mm Project Name: CLOCKTOWER COMMONS RESTAURANTS GRAPHIC IMATERIAl ON NOTES.71 - .:- ROCK MULCH 1.5" DIAMETE7CRUSHED GRANITE ROCK MULCH5NIA GRANITE COBBLE 4-a" DIAMETEOBBLE SOD BLUEGRASS GROUNDCOVER SCHEDULE: Andover, Minnesota COPI'RIGHT2024 t The plan a mpnghlzdaM shag he used Dory fp l pW shown iM anaB Wwlbe wave m rep,ae�adwlned wndm Pam,iasnn sag Irssle ahua nrdrnedere. NK. I hereby aruy tlu1 M plan was prepared by n .yd lsup-mmandUl- Re9lsw•11am=mHdN wde Me laws dde Glaleer A�tllae•M3 Name: Paul Kangas Registration #: 26017 O Anature I roject #: lPK Date: CITY SUBMITTAL 1 RP'? �ITY COMMENTS 1 Drawn By: Checked By: Sheet Tide: LANDSCAPE PLAN Sheet Number: L1-1 SYM I QTY I COMMON NAME SCIENTIFIC NAME SIZE I CONT I COMMENTS DECIDUOUS SHRUBS ANH 6 ANNABELLE HYDRANGEA Bran ea arborescens'Annabelle 24" HGT POT 4' O.C. AWS 16 ANTHONY WATERER SPIREM S 7aea x bumBida'Anihon Wateref 24" HGT POT 4' O.C. DBH 26 DWARF BUSH HONEYSUCKLE Diervilla 1, era 24" HGT POT 4' O.C. MKL 17 MISS KIM LILAC S do a atula'Miss Kim' 24' HGT POT 5' O.C. RTD 23 RED TWIGGED DOGWOOD Comus sedcea'Bailadeline 24" HGT POT CONIFEROUS SHRUBS ARI 6 ARCADIA JUNIPER Juni eros Babina'Arwdia' 3GAL POT 5'6.C. DFJ 12 DAUB'S FROSTED JUNIPER Juni erns chinensis'Daub's Frosted' 3GAL POT 1 5' O.C. SGJ 12 SEA GREEN JUNIPER Juni eros chinensis'Sea GreE I 5 GAL I POT 1 5' O.C. PERENNIALS AND GRASSES AJS 7 AUTUMN JOY SEDUM Sedum x'Autumn Joy' 1 GAL I POT 1 24" O,C. BES 4 BLACK EYED SUSAN RudbeClda qoldsturm 1 GAL I POT 1 24" O.C. HAM HOSTA -VARIEGATED Hosta x'Alba Marinata' 1GAL POT 24"O.C.. HGS 10 HOSTA - GOLD STANDARD Hosta x'Gold Standard' POT 24" OC. HSP 5 HOSTA-SUN POWER Hosta x'Sun Powel' L POT 30O.C. KFG 33 KARL FOERSTER GRASS Calama ros8s x acutiflora'Kad Foemfet ]GAL L POT 24" O.C. PUC 3 PURPLECONEFLOWEREchinacea u urea L POT 24" O.C. STD 11 STELLA d' ORO DAYLILY Hemerocallis x'StelladOro' L POT 1 B" O.C. WLC 10 WALKER'S LOW CATMINT Ne eta faassenii'Wa,F S Lout 1 GAL I POT 1 30" O.C. PLANTING SCHEDULE (THIS PAGE ONLY): 0 0 W,] FlAr ��. IN \av\AAVs, SHRUB & PERENNIAL PLANTING PLAN: THE CONTRACTOR SHALL: VISIT SITE PR13R TO SUBMITTING BIC TO INSPECT INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE SCOPE OF WOW, VERIFY THE LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE APCHITECT A14Y DISCREPANCIES THAT WOULD COMPROMISE THE DESIGN OR INTENT OF THE PROJECT LAYOUT. ASSURE COMPLIANCE' WITH ALL M CABLE CODES AND REGULATIONS GOVERNING THE' WORK OR P MATERIALS SUPPLIED. PROTECT ALL EXISTING FEATURES FROM DAMAGE DURING PLANT114G OPERATIONS. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER CALL PHER-ONE TO VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES M40 PROVIDE PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS. ESTABLISH TO THEIR SATISFACTION THAT SOIL ANO COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. UTILITIES, BACKGROUND INFORMATION, AND LAYOUT: ALL UNDERGROUND UTILITIES SHAT BE WD Sr THAT TRENCHES 00 NOT CUT THROUGH ROOT SYSTEMS OF ANY OUSTING TREES TO REMAIN. ADEQUATELY COMPACT ANY EXCAVATED AREAS TO AVOID FUTURE SETTLEMENT. EXISTING CONTOURS. TRAILS, VEGETATION, CURB/'UTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES THAT WOULD COMPROMISE THE DESIG14 INT94T PRIOR TO BEGINNING CONSTRUCTION. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS. TRAILS A14DOR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANOSCMEPRCHTIECi. LANDSCAPE INSTALLATION AND PHASING: COORDINATE THE LANDSCAPING AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE NO PLANTINGS SHAM BE INSTALLED UNDLGRADING AND CONSTRUCTION HAS BEEN COMPLETED W THE PUNTING AREAS. PLANT MATERIALS: ALL PLANT MATERIALSHPILCOMPLY WITH THE LATEST EDITION OF THE NURSERY STOCK STANDARDS AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (MLA). PLANTS SHALL NOT BE STOCK PMON SREANY LONGER THAN NECESSARY AND SHALL HAVE ADEQUATE WATERING AT ALL TIMES PRIOR TO PLANTING. PLANTS THAT SHOW OBVIOUS SIGNS OF DISTRESS FROM HEAT, OR LACK OF WATER, SHALL NOT BE INSTALLED. ROOT BILLS FOR ALL TREES SHAT BE COVERED WITH MULCH WHILE AWAITING PLANTING. UNLESS NOT® OTHERWISE, DECIDUOUS SHRUBS SHALL HAVEAT LEAST SCPNES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVENO V CROTCHES AND SKALLSEGIN BRANCHING NO LOWER THAN 3 ABOVE THE ROOT RAPE STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6 ABOVE THE ROOT FLARE. PINY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL HAVE A FULL, NATURAL FORM CONSISTENT WITH THE SPECIES. THE LANDSCAPE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEOULE E PINY DISCREPANCIES IN QUANTITIES EY.IST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING PRIOR TO ANY DIGGING. PLANTING NOTES: NO PLANT MATERIAL SUBSTITUTL14S WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT PRIOR TO THE SUBMISSION OF A BIO ANDAR QUOTATION. ADJUSTMENTS M LOCATION OF PROPOSED PLANT MATERIALS ARE OCCASIONALLY NEEDED N THE FIELD. SHOULD AN ADJUSTMENT BE REQUIRED, THE LA14DSCMS ARCHITECT MUST BE NOTIFIED N ADVANCE TO DISCUSS AN ACCEPTABLE MODIFICATION.. ALL PLAIT MAT ERIPLS SHALL BE FEP.TIUZED UPON INSTALLATION WITH DRIED SONE MEAL OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURERS INS T RUCTIONS OR MAY BE TREATED FOP. SUMMER AND FALL INSTALJATION WITH AN APPLICATION OF GRANULAR 62N20OF 1202 PER 2S CALIPER PER TREE A14D 50Z PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-10 IDTHE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS. ANDIOR VINES SHALL RECEIVE A MINI14UM OF T DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL. 45 PARTS PEA.COMPOST AND 10 PARTS SAND. ALL PLANTS SHALL BE INSTALLED PER THE PLANTING DETAILS WFAPPIWG MATERIAL SHALL BE CORRUGATED PVC PIPING t' GREATER IN CALIPER THPfI THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR TTHEIR PURPOSE WRAP Al]- DECIDUOUS TREES PLANTED IN THE FAL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 54. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT ANGOR INSTALLATION, EDGING AND MAINTENANCE STRIPS: BUCK POWDER COATED STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOO5EED UNLESS NOTED OTHERWISE MAINTENANCE STRIPS SHALL HAVE EDGER AND MULCH AS SPECIFIED OR AS INDICATED ON DRAWINGS - MULCHING: ROCK MULCH OR COBBLE SHAT BE CLEAN AND FREE OF ANY SIGNIFICANT DIRT, SOIL OR ORGANIC MATTERTHAT WILLPROMOTE WEED GROWTH. HIGH QUALITY GEOTEXTBE FABRIC, WITH EDGES OVERLAPPED AT LEAST 12', SHALL BE PLACED UNDER ALL ROCK MULCH. ALL SHRUB RED MASSES SHALL RECEIVE Y COMPACTED DEPTH LAYER OF BROWN SHREDDED WOOD MULCH WT H AUNIFORM TREATMENT OF PRE -EMERGENT HERBICIDE (PREEN OR EQUAL) APPLIED PRIOR TO MULCHING. ALLPERENNIAL PLANTING BEDS SHALL RECEIVE 3' COMPACTED DEPTH LAYER OF BROWN SHREDDED WOOD MULCH WITH A UNIFORM TREATMENT OF PRE -EMERGENT HERBICIDE (PREEN OR EQUAL) APPLIED PRIOR TO MULCHING. ALLTREEB SHALL HAVE A MULCH RING (MINIMUM 48- DIAMETER) OF 4' DER SHREDDED HARDWOOD MULCH WITH NONE N DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDED RATES UNDER ALL MULCHED AREAS INCLUDING TREE MULCH RINGS, IRRIGATION: VERIFf EMSTNIS PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM OMITS OF LRRIGATKIN PRIOR TO SUPPLYING SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE, THE IANOSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SHOP DRAWING AS.A PART OF THE SCOPE OF WORK WHEN BIDDING. THE IRRIGATION SHOP DRAWINGS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS OR INSTALLATION. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT ALL SODDED5EEDED AND PUNTED MEAS ARE IRRIGATED PROPERLY, INCLUONG THOSEAREAS DIRECTLY MOUND AND MUTING BUILDING FOUNDATION, TURF OR OTHER SEEDED AREAS SHALL BE ON DIFFERENT ZONES THAN PLANTING BEDS IN ORDER TO LO CONiR01-WATER FLOW TO DIFFERING PLANT SPECIES. IRPJGATION TRENCHES SHALL BE ADEQUATELY COMPACTED TO AVOID SETTLEMENT IN THE FUTURE, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER. WITH A WATERINGAAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. SEEDING AND SODDING: SEED ALL AREAS DISTURBED DUE i0 (BPA➢RIG OTHER THAN THOSE AREAS NOTED i0 RE:EIVE SOC, SEED SHALL BE INSTALLED AND MULCHED PER MNDOT SFECS UNLESS OTHERWISE NOTED. ALL SEEDED MEAS WITH SLOPES STEEPER THAN 4.1 SHAT HAVE STRAW MAE.OR OTHER SUITABLE EROSION CONTROL METHODS. N PUCE IMMEDIATELY AFTER SEEDING. WHERE SOD OR SEED ABUTS APAV D SURFACE. FINISHED GRACE SHALL BE HELD V BELOW SURFACE ELEVATION OF TRAIL SLAB, CURB. ETC. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. SOD MUST BE STAKED WITH WOOD LATH OR METAL STAKES ON SLOPES STEEPER THAN 3:1 OR IN DPANAGE SWALES. CALENDAR OR CLIMATIC RESTRICTIONS: THE PREFERRED SODDING WINDOW IS FROM AUGUST lah-OCTOBER 1511 HOWEVER, SOD MAY BE INSTALLED AT PINY TIME PROVIDED ADEQUATE IRRIGATION COVERAGE IS AVAILABLE IF NO IRRIGATION IS AVAILABLE. THE CONTRACTOR 15 RESPONSIBLE FOR SUPPLEMENTAL WATERING AS NEEDED FOR SOD ESTABLISHMENT. THE PREFERRED FALL SEEDING WINDOW FOR STIES WITHOUT IRWGATION, IS FROM AUGUST Let, SEPTEMBER 15h. DORMANT SEED114G MAY OCCUR AFTER SOIL TEMPERATURES ARE C94SISTENTLY BELOW 45 DEGREES AND SHOULD GENERALLY NOT OCCUR PRIOR TO NOVEMBER 1%4 LANDSCAPE PLANTING SHOULD GENERALLY OCCUR FROM MAY i9 - JUNE 151h OR FROM SEPTEMBER Id-OCTOBERteh PUNTING OUTSIDE THESE DATES IS NOT RECOMMENDED, BUT CAN OCCUR WITH PROPER CARE OF NURSERY STOCK ON SITE AND WITH AMPLE WATEFNG, PUNTING SHALL NOT OCCUR IF TEMPERATURES ARE HIGHER THAN 85 F. DEGREES. ORIF WINDS EXCEED IS NPH DURING PL NTINGOPERATIONS. PROTECT All EXISTING OAKS ON SITESCHEOULED TO REMAIN. IF EXISTING OAKS APE GAMAGED IN A14Y MANOR, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, A4 ASPHALTIC TREE PRUNING PAINT SHOULD BEAPFUED IMMEDIATELY AFTERWOUNDRIG. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15th AND JULY W. OWNER ACCEPTANCE AND WARRANTY REQUIREMENTS THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR OWNER ACCEPTANCE INSPECTION OF.ALL LANDSCAPE AND SITE IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ON GCXNG WINTE14ANCE OF ALL NEWLY INSTALLED MATERMLS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY U MITER TO, PRUNING, FERTILIZATION AND DISEASEPEST CONTROL AT AMNIMUM. THE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIA. THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE THE WARRANTY DNCLUOINGT AT LEAST ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF FLAMING OF ALL WAL JDKAPE MATERIALS PARTIALACCEPTANCE WILL NOT BE CONSIDERED. REPRODUCIBLE AS BUILT OFAWING(S) OF ALL LANDSCAPE INSTALLATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. Il )FJ 0 B' 16' 32' FF %7"-� QA SCALE: 1/16" = 1'-0" NORTH Inside (1 utside /Architecture InL. 14165 lames Rand - Lube 200.4 Rogers, \LV 55174 Phone: 612-157-8355 AAww.uuideouaidearclureclue.com Project Name: CLOCKTOWER COMMONS RESTAURANTS Andover, Minnesota COPF•[UGHT3034 £ This plan o mppghk "shd ba used only fw Lha P *A shown"' shall Mt be wPi ar lgxW—dwilhoutwdhen —osmn Qom has Outside ArnlNtsqure, Inc. I herebyc fy Ilial Ars plan wm Prepared by RDodsmydaeRAAOPdm WW tlW Ias eoslsretlLerdaIAthe Ia. dIMS-.fM-SMNoIM'mnessla. Name: Paul Kangas Registration #: 26017 C nature roject #: IPK Date: CITY SUBMITTAL 103-14-2024 RPylreiTY COMMENTS Drawn By: hecked By: Sheet Title: SHRUB & PERENNIAL PLANTING PLAN Sheet Number. L1-2 STINSON electric inc 1Wwwwstlnsoneleehicina.com aCKTOWER COMMONS RESTAURANTS ANDOVER, MINNESOTA 'j� 1 *4 . I �. 7 1.4 1.7 2.2 1.;' 1 5.7 4.3 3.5 3.0 2.8 2.6 2.4 2.3 2.3 2.5 2.6 6 2.5 DATE: 04-12-2024 1.5 2.0 2.6 .5 2.1 2.7 1.6 2.0 2.6 1.6 1.9 2.3 1.5 1.8 2.3 1.5 1.9 2.4 1.4 1.9 3.5 1.3 1.7 2.3 1.2 1.4 1.0 1.3 1.6 0.9 1.0 1.4 1 b.9 . .7 1 2 b, 0.7 0.9 b6 0.4 0.5 - - - ----------------0 *3 - 0.3 10 - 4 ------- b.1 I. F2-0.2 .3 6.8 4 3.0 .5 .1 4.0 5. 0. 3.9 5. 3 b 1 i.2 *2 .2 '2 .1.9 .1.6 1.3 *1 0 *0 8 0.6 b.4 -0.4 0.3 HEREBY CERTIFY THAT THIS PLAN 1 -2 J-� 1.1 JA 1.1 1.6 1 .8 .8 1 5 1 0 0 1 2.3 2.6 2 .9 �.l 3.1 �.l 9 7 . 3 0.9/ *1. 1 .5 1.6 SPECIFICATION OR REPORT WAS 0.9 1 1.3 1.6 1.9\J,.0 2.0 1.9 '--2- 0.7 Y. 0 'I . 2 *1 . 5 *1 9 2 3 2\2 2.2 2.0 THE LAWS OF THE STATE OF MINNESOTA. 0.6 014 1.1 1.3 1.7 *2 2.4 2.4 2.4 2.3•\ 2 1.9 2.1 1.8 'I . 5 *1 .3 1.1 1-0 9 5 .4 5.8 1 4 *2 *2 8 *2 *2 *3 3 *3 6 '3 7 *3 1 *2 5 '2 *2 1 *2 2 3 *2 4 *2 6 2.9 *3 2 *3 6 3.9 *3 9 3.6 3.4 0 6 2.2 1.9 . 6 *1. 4 4 1. 3 '1 . 1 5 ROBERT ARCHAMBAULT 9 9 8 8 .9 .3 0.7/ 1.0 1.2 1.5 1.9 2.4 2.6 2.6 2.6 2.5 2.4\\ 2.1 1.7 1.6 *3 .7 *4 . 0 *3 1 1 '2 . 1 12 .1 '2 .3 2 .4 2.7 *3 . 0 13. 4 +3 . G 13 .8 *3 .9 *3 .7 *3 .3 8 *2.5 *2 .2 *2. 0 *1 .7 *1 - 6 *1 - 7 1-8 1.5 1 1 11 i 0 0 OA 1.1 4 6 0 5 *2 8 a '2 . 1 '2 . 7 5 2 �i 9 1.7 1.5 0 .9 1.2 5 1.8 '2 .2 2.7 *3 0 *2 .9 *2 9 2.8 5 2.2 *2 0 1.7 5 1.0 1.3 1,7 *2 0 2.5 *3 1 *3 3 *3 0 *2 9 12 .7 *2 5 2.3 *2 1 *2 0 1 8\\*1 7 *1 6 *1 5 �.l 1.4!', 8 *3 7 *3 7 *3 1 8 *2 6 4 2.3 *2 2 1 0 \�1.8 I.8 1.2 ''7 1.5'1.9„5 3.3 4.6 4.6 �A 3.1 6 12 . 5 *2 .3 2.2 1 2.1 2.b *2 2 2 STINSON electric inc 1Wwwwstlnsoneleehicina.com aCKTOWER COMMONS RESTAURANTS ANDOVER, MINNESOTA 'j� 1 *4 . I �. 7 1.4 1.7 2.2 1.;' 1 5.7 4.3 3.5 3.0 2.8 2.6 2.4 2.3 2.3 2.5 2.6 6 2.5 DATE: 04-12-2024 1.5 2.0 2.6 .5 2.1 2.7 1.6 2.0 2.6 1.6 1.9 2.3 1.5 1.8 2.3 1.5 1.9 2.4 1.4 1.9 3.5 1.3 1.7 2.3 1.2 1.4 1.0 1.3 1.6 0.9 1.0 1.4 1 b.9 . .7 1 2 b, 0.7 0.9 b6 0.4 0.5 - - - ----------------0 *3 - 0.3 10 - 4 ------- b.1 I. F2-0.2 .3 6.8 4 3.0 .5 .1 4.0 5. 0. 3.9 5. 3 *2 .2 '2 .1.9 .1.6 1.3 *1 0 *0 8 0.6 b.4 -0.4 0.3 HEREBY CERTIFY THAT THIS PLAN 1 -2 J-� 1.1 JA 1.1 1.6 1 .8 .8 1 5 1 0 0 1 2.3 2.6 2 .9 �.l 3.1 �.l 9 7 . 3 SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT ' '--2- .6 .61 0, -0.4 SUPERVISION AND THAT I AM A DULY LICENSED MASTER ELECTRICIAN UNDER THE LAWS OF THE STATE OF MINNESOTA. .7 7'1 1.8 .2 .0 .9 .8 .8 .9 3.2 .4 ).4 *3 0 2.6 2.2 2.1 2.2 *2 .4 2.5 2.7 3.0 .6 .5 '3 .3 0 *2. 6 2.1 1.8 'I . 5 *1 .3 1.1 1-0 9 5 .4 5.8 1 4 *2 *2 8 *2 *2 *3 3 *3 6 '3 7 *3 1 *2 5 '2 *2 1 *2 2 3 *2 4 *2 6 2.9 *3 2 *3 6 3.9 *3 9 3.6 3.4 0 6 2.2 1.9 . 6 *1. 4 4 1. 3 '1 . 1 5 ROBERT ARCHAMBAULT 9 9 8 8 .9 .3 REGISTRATION NO: AMS92332 5.7 4.0 *3 .3 *2 .8 *2 '2 . 8 '2.8 .7 .2.8 '3 .2 + *3 .7 *4 . 0 *3 1 1 '2 . 1 12 .1 '2 .3 2 .4 2.7 *3 . 0 13. 4 +3 . G 13 .8 *3 .9 *3 .7 *3 .3 8 *2.5 *2 .2 *2. 0 *1 .7 *1 - 6 *1 - 7 1-8 1.5 1 1 11 i 0 0 '1 9 *1 31 *1-0 b.6 CTTKjQf%KI 1 A -•Inc. '3 6 '3 5 1 6 4 2.2 2.0 1-B .9 .3 4.3 6. 1 *4 .4 5 2.9 '2 .7 1 .7 *2 .7 *2 B 3.4 4.1 4.9 3.0 2.1 0 *2 0 *2 1 *2 3 *2 .4 '2 .7 3.1 3.4 3.5 3.6 612.788.0244 750 4th St. NW IV,% .6 New Brighton, MN 55112 19 e- �.o .6 1 -7 .7 1 01 *.3 .2 0 1 2 .3 6 *3 .3 �9- .9 .5 .3 1 1 -3 - * 'I. 1 .3 L .0 .9 .9 1 .5 .7 .3 -1. 1� -1.3 9 h� 4.9 .7 .9 .9 '2 3 .4 .6 .3 z .9 4. 9 .6 .4 .3 .3 .4 3 2 'a .0 .6 .9 .9 31 b.9 .7 .6 3.6 5.1 8 9 2 .3 2.9 2.1 .3 .4 2.6 2. .2 rl. .0 o b.o o b.o b.o 0.0 t.5 -0.8 .0 .2 *1 8 .8 .6 .5 -3.7 b.o b.o b.o 'o . o 'b . o *0 0 *0 0 1 -4 0 -4 *2 .5 2.6 L 2' 2.2 .9 -0. 6 -0.5 .6 b.. b.� 0.0 4 5 .7 .5 1.3 .0 .4 H 9 .6 0.0 0.0 *b o *b o *b o 0.0 0.0 0.0 �!.O 12 .`2.9 2.8 '2 .2 -2-2 *2 .3 *2 .5 12. 6 2.7 2.9 3. b.o b.� 2 2.6 .3 3 '2 .5 8 2.8 .8 .6 *0 0 *0 0 *0 0 *0 0 *0 0 0.. .9 b.71 0.5 .4 b. 0.0 0. 2.5 3 '11. 7 1.5 .3 b.4 b.3 3. A: .1. 0 - 2 4 j 1.5 *2. 1 2.1 1 6 -1,� -2� 0 3 b.B .7 0.5 .7 *3 5 -2 .7 7 .3 .0 3 16 77 1.0 5 7 1.3 1.8 12 - 5 8 2.4 1.8 1.4 1.5 1.5 5 *1 6 .9 0.7 0.6 .5 0.91 0.3 0.3 o ;b 9 'o 7 6 *0 4 b .31 2 2 2 '1 2 1.7 9 1 6 0.3 0.3 0.6 'o . a o 0.6 *0 0 .1.2 .1.4 .2 0.8 0.6 8 *0 8 9 .9 0 1 .3 8 *2 .2 0 1.7 5 1.3 1.3 1.3 1.0 1 1. 1 2 1 DATE: 04-12-2024 -70 9---e-6= 4- - -.5 - A�iJ b -i -i DESIGN DEVELOPMENT - /.' i6F b.3 b.6 3' 'o '0 A d 4 .4 .4 10.2 oT o.� b.2 b.1 b.1 b.i .1 .1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.1 b.2 b.2 0.2 0.2 0.3 .0.4 .0.5 0.4 .0.4 0.3 0.3 0.3 0.3 0.3 0.1 0.2 0.3 0.4 0.3 0.2 �-olo b -. o.0 0.0 o b -O .1 . b.o b.o 'o . o 0-1 0.1 0.1 0.1 b.i o.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 b.2 0,2 0.2 0.2 0.2 b.2 0.1 0.1 0.2 10.2 b., 0.1 0.1 0.1 0.0 b.o 0.0 'o . o b.o b.o 0.0 rl-'\ PHOTOMETRIC k,p-l) 1/16'= l' -O" im-lip PROEM No-. C2 - CAD NG RL. ORWR BY. CW CHWD BY. BA COPYRIGHT, PHOTOMETRIC .E5.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.1 b.2 b.2 0.2 0.2 0.3 .0.4 .0.5 0.4 .0.4 0.3 0.3 0.3 0.3 0.3 0.1 0.2 0.3 0.4 0.3 0.2 �-olo b -. o.0 0.0 o b -O .1 . b.o b.o 'o . o 0-1 0.1 0.1 0.1 b.i o.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 b.2 0,2 0.2 0.2 0.2 b.2 0.1 0.1 0.2 10.2 b., 0.1 0.1 0.1 0.0 b.o 0.0 'o . o b.o b.o 0.0 rl-'\ PHOTOMETRIC k,p-l) 1/16'= l' -O" im-lip PROEM No-. C2 - CAD NG RL. ORWR BY. CW CHWD BY. BA COPYRIGHT, PHOTOMETRIC .E5.1 ARCHITECTURAL FLOOR PLAN I1 SGALL: 1/4"=1'-0" GENERAL NOTES - FLOOR PLAN A. SAFETY GLAZING SHALL BE FRO14DED AT HAZARDOUS LCCATIONS, INCLUDINIR OT LIMITED TO, GLAZING WITHIN 16" OF WALKING SURFACE, GLAZhNG IN DOORS AND AT WADJACENT !TO DOORS. B '.DIMENSION NOTES: 'A). - ALLSTRUCTURAL GRID DIMENSIONS ARE FROM CE NTERLINEOFEXISTICTURAL ELEMENTS UNLESS NOTED OTHERWISE ALL DIMENSIONS ARE TAKEN TO OUTSIDE FACE OF SHEATHING OF WALBLY UNLESS - C ANY NEW EXTERIOR LANDINGS SHALL BE FLUSH WITH THE INTERIOR FINISHESLAB ANDSLOPE AWAY FROM THE FACE OF THE BUILDING TO PROVIDE POSITIVE DRAISBETWEEN WEMBLIES ANDFOUNDATIONS, BETWEEN WALL AND ROOF ASSEMBLIES, BETWEEN WALLS PT:PENETRATIONS FOR UTIUTY SERVICES, FLOOR ASSEMBLIES AND ROOF ASSOR ANY OTHER OPENING IN THE EXTERIOR ENVELOPE SHALL BE SEALED, CAULKED, GASKETED ANDIOR �WEATHER-STRIPPED TO UMIT AIR LEAKAGE. E,PROVIDE VERTICAL AND HORIZONTAL CONTROL JOINTS IN GYPSUM BOARD SURFACES AT 30'-0" ON F. GENERAL CONTRACTOR TO INSTALL METAL CORNER BEADS AT OUTSIDE CORNERS bf GYPSUM ;BOARD SURFACES, UNLESS NOTED OTHERWISE. G. ;USE ONLV NON -CORROSIVE FASTENERS ON PRESSURE TREATED LUMBER. ._.__._._. . _. ,LAP WEATHER RESISTANT BARRIERS AND THRU-WALL FLASHING IN A WATER SHEDDING FASHION. 'TAPE ALL EXPOSED EDGES. I. ;REFER TO STRUCTURAL SHEETS FOR STUD FRAMING CONFIGURATIONS, SIZES ANO SPACING. J. FLASHINGANOSEAMSBETWEEN SHEATHINGIN COMPOSITE WOOD STUD WALL CONSTRUCTION CONDITIONS TO BETAPED AND SEALED WITH TAPE SEALANT K -:ALL EXTERIOR WOOD BLOCKING TO BE MOISTURE RESISTANT PRESERVATIVE TREATED (P.T.). LIGHTING FIXTURE SCHEDULE_ , LTEM QTY._ MOUNT DESCRIPTION MANUFACTURER MODEL _. _ .l - - —.___ .__. El 4 :VARIOUS 'IWHITE EXIT UGHT- STANDARD RED '4EXITRONIX !CLEDL-WH _.- B i E2 SURFACE !EMERGENCY LIGHT -SINGLE HEAD EXITRONIX CLED-BL-WP with PMC- - MounSng Plate SURFACE ,WALL PACK - RAB LIGHTING IWPLEDIOY _ INTI_._ r _.— . E4 -4 'SURFACE ILED CHANNEL LIGHT 'PARAOIG0.9 LEO �PL,_EXSI r KEYNOTE LEGEND 1 ;EXTENTS OF SLAB LEAVE -OUT -REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL j INFORMATION. 2 12" EXPANSION JOINT TO BE INSTALLED AROUND ENTIRE PERIMETER AT TIME OF SLP.BPOUR - :CUT EXPANSION JOINT DOWN 12 MINIMUM AND PROVIDE ROD AND CAULK TO SEAL 3,jCONCRETE SP LASH BLOCK 4 INTERIOR OVERFLOW ROOF DRAIN LEADER WITH STAINLESS STEEL COWS TOUNGE __ —_ 5 -INTERIOR ROOF DRAIN LEADER STORM SEWER CONNECT TO BELOW GRADE 6FROST PROOF WALL HYDRANT. T PREFINISHED DARK BRONZE ALUMINUM PASS-THRU WINDOW WITH INTEGRATED INTERIOR AIR **CURTAIN, TRANSOM AND SIDEUTES CAULK AROUND ENTIRE PERIMETER OF OPENING. 6 :THERMALLY BROKEN ANODIZED ALUMINUM STOREFRONT SYSTEM WITH 1"INSULATED GLAZING - CAULK AROUND ENTIRE PERIMETER OF OPENINGS. 9 (LOCATION OF GAS METER - COORDINATE W ATH CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. '.LOCATION OF INCOMOING TELECOMMUNICATION ENTRY POINT COORDNIATE WITH CIVIL -- 10 DRAWINGS FOR ADDITIONAL INFORMATION. 11 LOCATION OF GREASE WASTE ENTRY POINT -COORDINATE WITH CML DRAWINGS FOR ADDITIONAL INFORMATION 'LOCATION OF SANITARY SEWER ENTRY POINT COORONIATE WITH CNIL DRAWINGS FOR 12 .ADDITIONAL INFORMATION. ON TINT_NEC 13 ;ELECTRICAL METER AND DISCT. 14 'EXTERIOR ROOF LADDER WITH LOCKING GATE T._. �._.__-_.___.._.__. __._..._ .._ __ ____ - 15 CAST -IN-PLACE C. - RETE ENTRY STOOP -LIGHT BROOM FINISH -SLOPE STOOP AWAY AT I/4" APER 12" AWAY FROM FACE OF THE PROPOSED BUILDING TO ENSURE POSITIVE DRAINAGE. ...-------_.._ NT_.__D_E.... .LOCATION OF FUTURE TENANT ELECTRICAL PANELBOARDS - GENERAL CORACTOR TO PROVI .CONDUCTORS TO LOCATION. TITIN..-_.- __.._—_.-.___.______ _._..-__-_._.. tt (DASHED UNE INDICATES LOCATION OF OPEN CEILING ABOVE __ _...... _ _ _. __. - _. . _.__.R 16 ;L0 ATION OF DOMESTIC WATER SERVICE ENTRY POINT -COORDINATE WITH CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. WILKUS ARCHITECTS 2C DEVELOPMENT PAUL TUCCI 11985 TECHNOLOGY DRIVE SUITE 9110 EDEN PRAIRIE, MN 55344 REVISION GATE rnF FLOOR PLAN sxaer runaet: A-210 Z W J m Z V% -_ Z Zm - L[) -� Z W ZLu 0 O co 0 c 3: Z o T) - 0 U aEu V® PROJECT NO. 2023-0520 DRAWNBY TRC CHECKED BY KAM ISSUE DATE ENTITLEMENTS 02113/2024 REVISION GATE rnF FLOOR PLAN sxaer runaet: A-210 FINISHED FLOOR III T 1W 0. TYP. 11 i 1 EXTERIOR ELEVATION T 1W 0. 11 13 1 EXTERIOR ELEVATION 119'-4" (MTL-1 3 ,L T.O. PARAPET LADDER W 116' SCALE: 1/4" = V-0" m TOWER PARAPET (M L-2) 12�T0. P - y" - - - - - - - - - - - - - // cn M 23 BR -2 T.O. PARAPET - - - - - - - - - - - - - - - - -------- ----- - - - - - - - - - 2 L('2 119'-4" Z Zw \W _J / 0 PT -1 1 I I Q I� > Z 12 Q N EQ EXT SOFFIT FRAMING 0 110' ' T.O. STOREFRONT 110' - 0" � BR -1 10 - A FINISHED FLOOR 10x-0" 2 EXTERIOR ELEVATION SCALE. 114"=V-0" ,L 121'T.O.TOWERPARAPET - 2 lJ TVP. T.O. PARAPET 3 119'-d" IMTL-2 BR -1 10 BR•2 22 --� B.O,L. _ -. EXTSOFFR FRAMING Y 110'-8" �T.O. STOREFRI. ila-a^ A B.O. CANOPY 107'2p 7 EXTERIOR ELEVATION 0 SCALE: 1/4"=l -HO" Li A T.O. TOWER PARAPET Z J T.O. PARAPET 119'-4" (MTL-1 3 ,L T.O. PARAPET LADDER W 116' - A B.Oq SOFFITFRAMING 110' - 8 A FINISHT FLOOR -' 1 10x-0 EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" EXT. ELEV GENERAL NOTES METAL CANOPY IS AVAILABLE FROM AMERICAN PRODUCTS. INC. (API), PHONE: (813)-925-0144, E-MAIL A. BIDSO MERICANPROD.COM KEYNOTE LEGEND 1 EIFS-REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2 EIFS JOINT -REFER TO MANUFACTURER'S RECOMMENDATION FOR SPACING REQUIREMENTS. 3 24 GAUGE PREFINISHED METAL COPING. 4 PREFINISHED METAL CANOPY W/ INTEGRAL LIGHTING. 5 PRE FINISHED DARK BRONZE ALUMINUM PASS-THRU WINDOW WITH INTEGRATED INTERIOR AIR CURTAIN, TRANSOM AND SIDEUTES -CAULK AROUND ENTIRE PERIMETER OF OPENING. 6 B" CONCRETE SAFETY BOLLARD. 7 WALL PACK LIGHT (X6). 8 STAINLESS STEEL COW TOUNGE OVERFLOW ROOF DRAIN DISCHARGE. 9 CONCRETE SPLASH BLOCK 10 FACEBRIC K VENEER -RUNNING BOND -REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION, 11 THERM ALLY BROKEN ANODIZED ALUMINUM STOREFRONT SYSTEM WITH I"INSULATEDGLAZING - CAULKAROUND ENTIRE PERIMETER OF OPENINGS. HATCHED AREA INDICATES EXTENTS OF BLOCKING TO BE PROVIDED BY GENERAL CONTRACTOR - 12 PROVIDEELECTRICAL ACCESS AS REQUIRED -COORDINTE ADDITIONAL REQUIREMENTS WITH TENANT SIGNAGE VENDOR 13 EXTERIOR EMERGENCY LIGHT (E2). _. 14 6^ HIGH VINYL BUILDING ADDRESS NUMBERS -COORDINATE REQUIREMENTS WITH AUTHORITIES HAVING JURISDICTION. -15 FROST PROOF WALL HYDRANT. -- - 16 INSULATED HOLLOW METAL DOOR AND FRAME -CAULK AROUND ENTIRE PERIMETER OF OPENING. 17 ELECTRICAL METER. !. 18 ELECTRICAL FUSED DISCONNECT SWITCH.. 19 EXTERIOR ROOF LADDER WITH LOCKING GATE. 20 GAS METER 21 DOOR BELL - MOUNT BETWEEN 36" AND 48' ABOVE GRADE. 22 FACEBRICK VENEER -SOLDIER COURSE REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AT ALL RAISED PARAPET CONDITIONS, TWO (2) ROWS OF SOLDIER COURSING TO OCCUR AT TOP OF WALL CONDITION. EXTERIOR FINISH SCHEDULE FINISH MATERIAL COLOR REMARKS BRA 4"BRICKVENEER TBD BR -2 4 BRICK VENEER MTL-1 PREFINISHED METAL COPING PPG#1010-270G" TO MATCH ADJACENT FINISH MTL-2 PREFINISHED METAL COPING PPG#1001-6'KNIGHT'S ARMOR" TO MATCH ADJACENT FINISH PTAPAINT PPG#1010.2"FOG" FLAT FINISH PT -2 PAINT PPG #100"KNIGHT'S ARMOR" FLAT FINISH 3 MTL-2 23 BR -2 10 BRA WILKUS A R C H I T E C T S 2C DEVELOPMENT PAULTUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 PROJECT NO. 2023-0520 DRAWN BY TRC CHECKED BY KAM SSUE DATE ,ENTITLEMENTS 02/13/2024 JA REVISION DATE EXTERIOR ELEVATIONS �UA-700 Z J J > W m 2� Z O // cn M Z Z Q� - 2 L('2 Z Zw \W _J / 0 _ �O coo Q I� > Z 0 F Q N 0 U PROJECT NO. 2023-0520 DRAWN BY TRC CHECKED BY KAM SSUE DATE ,ENTITLEMENTS 02/13/2024 JA REVISION DATE EXTERIOR ELEVATIONS �UA-700 -tn F-5, 5 w L U 01 3 O y m SLOPE 10 L� LJJ > L v DUMPSTER T O PSEALEDEE -10 3'-0"MAN � B DOOR -10 2'-8' 4'-0' OPNG VERIFY WITH STRUCTURAL q TRASH ENCLOSURE PLAN I SCALE: 1/4"= 1'-0" _ _ — — _ _ — y 10'-6' MIN, MY DUTY CONCRETE APRON REFER TO CML / / 13 / / 2 -101 I ENCLOSURE FINISH SCHEDULE MATERIALCOLOR/FINISH CMU TO MATCH PPG "KNIGHTS ARMOR" CMU - PRIMER REFER TO PAINT SPECIFICATIONS PREFINISHED METAL COPING TO MATCH PPG "KNIGHTS ARMOR" CORRUGATED METAL & DOOR FRAMES TO MATCH PPG "KNIGHTS ARMOR° GREASE FITTING e" X 16' BLOCK, AT EACH HINGE REFER TO POINT FINISH 6' DIA. SCHEDULE 40 STL SCHEDULE BOLLARD GROUT SOLID & Z co QLo Lf) ROUND & TROWEL @ PAINTED METAL TOP. EMBED 3'8' INTO CHANNEL W/2" CONCRETE PIER RETURN BOTH T' DIA. SCHEDULE 80 x,'-0" SIDES STEEL PIPE PIVOTS mz m CENTERED ON CMU WALL- 2' X 2" X 12" PROVIDE STL SHIM 6' ANGLE BOLT TO BETWEEN PIVOT & BOLLARD - WELD PIVOT TO GREASE FITTING AT EACH HINGE BLOCK I DOOR. U PAINTED METAL CHANNEL —� e W/ 7 RETURN BOTH SIDES -70 7 ENLARGED MAN DOOR PIVOT DETAIL SCALE: 1 1/2" = V-0" FINISH TOP W/ ROUNDED CONC. FORM. 8" DIA. SCHED, 40 STEEL POST FILLED WI CONC.- SEE SPEC FOR PAINT TRASH ENCLOSURE DOOR HASP 2 TRASH ENCLOSURE ELEVATION SCALE: 1/4"= V-0" PREFINISHED METAL COPING, REFER TO FINISH SCHEDULE TRASH ENCLOSURE DOOR, REFER TO FINISH SCHEDULE 8"X I 6' BLOCK REFER TO FINISH SCHEDULE BOLLARD AND PREFINISHED 8" X 16' BLOCK. METAL COPING. REFER TO REFER TO FINISH FINISH SCHEDULE SCHEDULE 3 TRASH ENCLOSURE ELEVATION SCALE: 1/4" = T-0" PREFINISHED e" X 16' BLOCK, METAL COPING, REFER TO REFER TO FINISH FINISH SCHEDULE SCHEDULE SOLLARD & PIVOT `fl PREFINISHED METAL COPING AND HOLD II DOWN CUPS W/ 11 CONTINUOUS DRIP II EDGES @ EACH SIDE GROUTTOP II COURSE SOLID II B" BLOCK, SEE PLAN FOR II REINFORCEMENT II 6" CONCRETE SLAB II W/ #4 BAR @18' C/C II EACH WAY OVER COMPACTED GRANULAR FILL - II SLOPE TOWARDS I� DOORSTO ENSURE POSITIVE DRAINAGE �I DOWELS TO MATCH VERTICAL WALL g ��I REINFORCING OR m II II FULL HEIGHT BARS AT CONTRACTOR'S ISI II CHOICE I N #5 CONTINUOUS SII GRADE -REFER TO CIVIL DRAWINGS- -.— SLOPE AWAY FROM ' ENCLOSURE #5 W24" LEGS @ 16" O.C. 1-� 3°CLRTYP 2-#5 CONTINUOUS 4 TRASH_ ENCLOSURE ELEVATION TRASH RASH_ENCLOSURE ELEVATION G TYP.3ENCLOSURE SECTION MAGNETIC CATCH� I / I' STEEL PLATE XU WELDED TO FRAME ANGLE W TH HANDLE 8 MAN DOOR LATCH DETAIL SCALE: 1 1/2" = V-0" G TRASH ENCLOSURE DOOR: 9" DIA SCHEDULE 80 STEEL PIPE PIVOT - TILES & I'. 2" x V4" STEEL ANGLE S- S � m PROVIDE STEEL SHIM BETWEEN PIVOT & RAILSWITH 1-12" 22 GA PAINED Z co QLo Lf) = BOLLARD �I CORRUGATED METAL DECKING "C" ZLuLu �M >o 0 mz m PANELS & 1-114" x 1-1/4" x 3/16' STEEL f O a GREASE FITTING AT EACH HINGE ANGLE BRACE- SHOP PRIME ANGLES O (Y U POINT & PAINT G® T' DIA SCHEDULE 80, V -T STEEL PIPE PIVOTS - PROVIDE STEEL SHIM 2" x 2' x 1/4" STL ANGLE DOOR FRAME BETWEEN PIVOT & BOLLARD -WELD (STILES & RAILS) -WELD TO DOOR PIVOT TO DOOR. SHOP PRIME ANO PIVOT -SHOP PRIME&PAINT PAINT GREASE FITTING FITTING AT 8" DIA. SCHEDULE 40 STEEL BOLLARD EACH HINGE POINT GROUT SOLID & ROUND & TROWEL @ TOP. ENCASE IN 12" DIA CONCRETE BASE 36" DEEP 2" GALVANIZED e RETURN _._.._.. . WALL BEYOND TRASH ENCLOSURE DOOR I I_ 2" x Tx 1/4" STEEL ANGLE STILES & RAILS W/ 1-12", 22 GA 6" DIA. SCHEDULE 40 STEEL PAINTED CORRUGATED METAL DECKING "C" PANELS & 7-114"x 1-1/4" X 3/16" STEEL ANGLE BRACE - SHOP PRIME BOLLARD GROUT SOLID & ROUND & ANGLES&PAINT TROWEL TOP. EMBED T-e'INTO _I CONCRETE PIER — 9 TRASH ENCLOSURE MAN DOOR PIVOT TRASH ENCLOSURE GATE PIVOT 10 SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" W DIA SCHEDULE 40 BOLLARD CENTERED ON CMU WALL, GROUT SOLID. ROUND AND TROWEL AT TOP. ENCASE IN 1701A CONCRETE BASE 36' DEEP S' SCHEDULE 80 STEEL PIPE PIVOT- PROVIDE 8" STEEL SHIM BETWEEN PIVOT & BOLLARD INFORMATION PAINTED METAL CHANNELWI2" GREASE FITTING AT EACH HINGE POINT RETURN BOTH TO PREVENT CRACKING IN SLAB SIDES WRAP PIPE W/3 -LAYERS OF 30# FELT PAPER FROM Y' ABOVE T.O. ✓ !' SLAB DOWN TO T.O. FTG.. CUT OFF EXCESS FELT ABOVE SLAB AFTER CURE FINISHED CONC. TO SLOPEAWAY FROM BOLLARD. BASTING CONCRETE L. I: SLAB ia__ 1. I 18" 0 CONCRETE L FOOTING 11 TYP. BOLLARD DETAIL -SCALE: = i'-0" -10 2" X T' X 114" STL ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT 1.12", 22 GA PAINTED CORRUGATED METAL DECKING "C" PANELS (LEAVE RAW) -WELD TO DOOR FRAME AS SHOWN 7 ENLARGED GATE PIVOT DETAIL L SCALE: 1 11T = 1'-0" 4 n TYPICAL CANE BOLT DETAIL J SCALE: 11/2"=1'-0" DJACENT DOOR SHOWN HIDDEN FOR CLARITY /8" BAR IN "ZEE' PROFILE, V WIDE - PROFILE TO 1CCEPT CANE BOLT -WELD TO FRAME (RASH ENCLOSURE DOOR: P X 2" X 114" STEEL ANGLE STILES & RAILS WITH 1-11Z'22 GA PAINTED CORRUGATED METAL DECKING "C' PANELS & 1.114!'x i-1/4" x 3116" STEEL ANGLE BRACE PIPE SLEEVE- WELD TO FRAME. PAINTED FINISH BOTTOM OF GATE 3/4" DIAMETER STEEL CANE BOLT CONCRETE SLAB - REFER TO STRUCT FOR SLAB DEPTH 1-12" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING- PROVIDE AT CLOSED AND FULLY OPEN POSITION. TYPICAL i seA r__ we WILKUS ARCHITECTS 2C DEVELOPMENT PAULTUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 PROJECT NO, 2023-0520 DRAWN BY TRC CHECKED BY KAM ISSUE DATE ENTITLEMENTS 02/132024 REVISION DATE DUMPSTER PLAN & DETAILS A-101 z J � m z Z Z co QLo Lf) = Z_ ZLuLu �M >o 0 mz m W I7� f O a - - O (Y U G® PROJECT NO, 2023-0520 DRAWN BY TRC CHECKED BY KAM ISSUE DATE ENTITLEMENTS 02/132024 REVISION DATE DUMPSTER PLAN & DETAILS A-101 SHELL BUILDING UTILITY REQUIREMENTS WATER SERVICE. ONE It) Z INDEPENDENT DOMESTIC WATER METER, HATH SHUT-OFF VALVES ON EITHER SIDE AND BYPASS VALVING FOR MAINTENANCE. PROVIDE ONE (1) 2" COPPER DOMESTIC WATER LINE STUBBED INTO THE PREMISES. MATER SERVICE PRESSURE SHOULD BE A MINIMUM OF 50 PSI (345 KPA) AND NO GREATER THAN 60 PSI (448 KPA) RESIDUAL PRESSURE AT THE LOCATION WHERE THE WATER SERVICE ENTERS THE PROJECT SPACE. GC TO ADD A BOOSTER PUMP IS WATER PRESSURE IS UNDER 50 PSI AT POINT OF ENTRANCE. SANITARY SEWER SERVICE: 4° SANITARY SEWER WASTE UNE DEDICATED FOR TENANTS USE. THE MINIMUM INVERT ELEVATION AT THE FURTHEST POINT OF CONNECTION SHALL BE 24" BELOW FINISHED FLOOR, AND MAINTAIN A MINIMUM SLOPE OF 0-Y°' PER UNEAL FOOT. GAS SERVICE EXTEND SERVICE TO A LOCATION 5-0" INSIDE OF PREMISES AT TENANTS BACK OF HOUSE WITH SHUT OFF VALVE AND TEE THE MINIMUM NATURAL GAS SERVICE SIZE IS 1 W (38.1 MM) WITH LOW PRESSURE (T WC OR LESS). PROVIDE PRESSURE REGULATOR(S) FOR MEDIUM OR HIGH PRESSURE AS SUPPUED BY THE GAS UTILITY COMPANY. PIPING SIZE SHALL BE BASED ON PRESSURE DISTRIBUTION, LOCAL AVAILABIUTY AND SHALL BE COORDINATED WITH STORE GAS DEMAND, BASED ON EQUIPMENT INPUT AND PRESSURE REQUIREMENTS. GAS DISTRIBUTION TO RTUS WILL BE RUN THROUGH THE CEILING CAVIT, Y. GAS PIPING SHALL BE HELD TIGHT TO UNDERSIDE OF STRUCTURE AND EXTENDED THROUGH ROOFING ADJACENT TO TENANT UNITS. TERMINATE LINES AT INDIVIDUAL RTUS WITH APPROVED SHUT-OFF VALVES. ELECTRICAL SERVICE. FEEDERS: LANDLORD SHALL FURNISH AND INSTALL; CONCEALED BELOW GRADE, ELECTRICAL FEEDERS FROM UTILITY SERVICE POINT TO TENANT'S MAIN PANEL ON PREMISES. STANDARD ELECTRIC SERVICE SHALL BE 600 AMP, 20BY/120V, 3 PHASE, 4 WIRE. WHERE THESE ELECTRICAL SERVICE CHARACTERISTICS CANNOT BE MET DUE TO SITE CONDITIONS, LANDLORD SHALL NOTIFY TENANT AND PROVIDE MODIFICATIONS REQUIRED TO THE ELECTRICAL GEAR TO ACCOMMODATE THE DIFFERENCES IN VOLTAGE, AND/OR PHASE. ELECTRICAL PANELS: FURNISH AND INSTALL ELECTRIC PANELS (SQUARE 0 OR EQUAL) NEMA PEI, TYPE 1 - (1) SODA MCS PANEL, (1) 400 AMP SUB -PANEL WITH FEED THRU LUGS, AND (11400 AMP SUB -PANEL WITH SUB -FEED BREAKERS, EACH WITH LOCKABLE, HINGED DOOR4N-DOOR CONSTRUCTION. FEEDER ENTRY SHALL BE CONCEALED IN WALL THROUGH STUB -UPS. ALL PANELS SHAD- BE RECESSED IN WALL CAVITY, MOUNTED ON 3/4" THICK PLYWOOD BACKER BOARD, WITH PANEL DOOR FLUSH TO FINISH WALL AND WITH 36" (MINIMUM) CLEARANCE IN FRONT OF PANELS. TENANT TO SPECIFY LOCATION IN THE BACK OF HOUSE. EACH PANEL SHALL BE FURNISHED WITH 42 POLES AND EACH 400 AMP SUB -PANEL TO INCLUDE ALLGFCI BREAKERS PER TENANT'S CONSTRUCTION DOCUMENTS AND PANEL SCHEDULE. PANELS SHALL HAVE AMPS INTERRUPTING CURRENT (A1C) RATING SUFFICIENT TO WITHSTAND FAULT CURRENT AT THE ELECTRICAL SERVICE ENTRY. METERING. PROVIDE METERED SERVICE AND DISCONNECT FOR TENANTS USE ONLY. HOSE BIBBS: PROVIDE (2) LOCKABLE RECESSED FROST -FREE BIBBS. FINAL LOCATION SHALL BE COORDINATED WITH TENANT'S PLANS PRIOR TO INSTALLATION. HOSE BIBBS SHALL BE CONNECTED TO A 0-W INSULATED COPPER PIPE, RUN THROUGH WALL LEAVE PIPING EXPOSED AND VISIBLE FOR TENANTS FUTURE CONNECTION. IF SYSTEM IS PRESSURIZED PROVIDE Y TURN SHUT OFF VALVE. PLUMBING VENTS: FURNISH, ENGINEER, AND INSTALL ALL PLUMBING VENTS REQUIRED FOR TENANTS FUTURE CONSTRUCTION. SITE ELECTRICAL DISTRIBUTION: GENERAL FURNISH AND INSTALL ALL UNDERGROUND ELECTRICAIJDATA CONDUITS, LABELED WITH PULL STRINGS, FROM THE ELECTRICAL PANELS AND LOW VOLTAGE DISTRIBUTION POINTS TO THE SITE, AND DRIVE-THRU COMPONENTS. PROVIDE MINIMUM 2 OR EXTERIOR OUTLETS LOCATED PER TENANTS PLANS, SITE SIGNAGE: ONE (1) 1" CONDUIT FOR EACH DIRECTIONAL SIGN TO ELECTRICAL PANELS IN BOH, (MAXIMUM THREE (3) DIRECTIONAL SIGNS SERVED BY A SINGLE CIRCUIT) ONE (1) 1" CONDUIT FROM MONUMENTIPYLON SIGN TO ELECTRICAL PANEL PRE -ORDER MENU: ONE (1)1" CONDUIT FROM PRE -ORDER MENU BOARD TO ELECTRICAL PANELS IN BOH ONE (1) 1" SPARE CONDUIT FROM PRE -ORDER MENU BOARD TO ELECTRICAL PANELS IN BOH DIGITAL ORDER SCREEN: ONE (1) 1" CONDUIT FROM DIGITAL ORDER SCREEN TO ELECTRICAL PANELS IN BOH TWO (2) 1" CONDUIT FOR DATA FROM DIGITAL ORDER SCREEN TO THE INTERIOR OF THE DRIVE THRU "BUMP-OUT'ONE (1) 1" CONDUIT EMBED IN DRIVE THRU LANE FOR VEHICLE DETECTOR LOOP. CENTER CONDUIT ON SPEAKER POST. DRIVE THRU WINDOW: ONE (1) 1" CONOUIT FOR EACH TWO TENANT-FURNISHEDOETECTOR LOOP SETS IN COORDINATION WITH TENANTS CONSTRUCTION DOCUMENTS. ONE (1)1" SPARE V CONDUIT TO BE RUN THROUGH FOUNDATION WALL OUT REAR OF BUILDING, CAPPED AND TERMINATED ABOVE CEILING. VERIFY LOCATIONS FOR SNP UP WITH TENANTS REPRESENTATIVE. SITE INTERNET & VOICE SYSTEMS: PROVIDE [2) T CONDUIT PATHWAYS, [11 FOR VOICE CABLING, AND [1) FOR INTERNET CABLING FROM LEC AND CABLE MPOE TO TENANTS SPACE. LEC ANF CABLE MPOE MAY NOT BE CO -LOCATED. TERMINATE CONDUIT IN TENANTS SPACE AT THE CEILING ABOVE THE MANAGER'S WORKSTATION IN THE BACK OF HOUSE, OR AS OTHERWISE DESIGNATED BY TENANT. PROVIDE MINIMUM 4" CONDUIT FOR SERVICE ENTRANCE, OR SIZE PER REQUIREMENTS OF LOCAL SERVICE PROVIDER. GREASE ABATEMENT: LANDLORD TO PROVIDE EXTERIOR UNDERGROUND GREASE ABATEMENT DEVICE APPROVED BY TENANT AND SOZED BASED ON MINIMUM DRAINAGE REQUIEMFNTS. TENANTS APPROVED FOG INTERCEPTOR MANUFACTURER IS SCHER AND LANDLORD SHOULD USE STARBUCKS NATIONAL PURCHASING PROGRAM FOR ASSISTANCE. IRRIGATION SYSTEM: GC TO FURNISH AND INSTALL IRRIGATION SYSTEM IN COMPLIANCE WITH LOCAL REGULATIONS. IRRIGATION SYSTEM SHALL BE TYPE DRIP OR MICRO SPRAY WITH WEATHER AND SOIL MOISTURE SENSOR AND SMRT LOGIC INTERNET COMPATIBLE. 'REFER TO LOI (WORK LETTER) FOR FULL UST OF BUILDING SERVICE REQUIREMENTS 1 1.1 2 2.1 2.9 3 7p 4 j 14'-61/Y 12'-fi° m 0 O co 2 56'-111/2" Z = Ln 06 z 13'-9114° 11'-111/2" 56'-111/2" z� 1/4" 31/4° 3 31/4' 11 5 J0 I m �\ A J t. t8a t �_i r A.1 FT±_ I I � 17 — 5'-23/4" I 4 54 9 Id'-0EAAIHO1/2" A GLD) CLEAR (HOLD) m CLEAR(HOI.DI - -803 701 1 10 — 7 B C o it 18 O 7 ^ � 7 4 t'.11/4° 803 B.7 — C 4 O 19 16 w T -1 1 14 3 T 803 I I 37' 0" 2 73 7 7 GEAR(HOLD) � CF803 2 9 I 4 d° 4" 11'-0" -� 4" 4'-T 2 3 5-0" I 1' 7e 2 &'-�".D •: i 5' 11'-8" I1 B4' -D" 003 1.8 2.8 70 3.2 3.4 .� ARCHITECTURAL FLOOR PLAN SCALE: 1/4"=1'-0" FLOOR PLAN GENERAL NOTES A SAFETY GLAZING SHALL BE PROVIDED AT HAZARDOUS LOCATIONS, INCLUDING BUT NOT LIMITED TO GLAZING WITHIN 78" OF WALKING SURFACE, GLAZING IN DOORS AND AT WINDOWS ADJACENT TO DOORS, B. DIMENSION NOTES: a. ALL STRUCTURAL GRID DIMENSIONS ARE FROM CENTERLINE OF STRUCTURAL ELEMENTS UNLESS NOTED OTHERWISE. b ALL DIMENSIONS ARE TAKEN TO OUTSIDE FACE OF SHEATHING OF WALL ASSEMBLY UNLESS NOTED OTHERWISE C, INTERIOR (HOLD) DIMENSIONS ARE TAKEN FROM FACE OF STUD FRAMING. C. ANY NEW EXTERIOR LANDINGS SHALL BE FLUSH WITH THE INTERIOR FINISHED FLOOR SLAB AND SLOPED AWAY FROM THE FACE OF THE BUILDING TO PROVIDE PO SITIVE DRAINAGE. D. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL AS 5EMBUES AND FOUNDATIONS, BETWEEN WALL AND ROOF ASSEMBLES, BETWEEN WALL PANELS, AT PENETRATIONS FOR UTWTY SERVICES, FLOOR ASSEMBLIES AND ROOF ASSEMBLIES OR ANY OTHER OPENING IN THE EXTERIOR E WELOPE SHALL BE SEALED, CAULKED, GASKETED AND/OR WEATHER STRIPPED TO LIMIT AIR LE HORIZONTAL E. PROVIDE VERTICAL ANO HORIZONTAL CONTROL JOINTS IN GYPSUM BOARD SURFACES AT 30'-0" ON CENTER MAXIMUM. F GENERAL CONTRACTOR TO INSTALL METAL CORNER BEADS AT OUTSIDE CORNERS OF GYPSUM BOARD SURFACES UNLESS NOTED OTHERWISE. G. USE ONLY NON -CORROSIVE FASTENERS ON PRESSURE TREATED LUMBER. H. LAP WEATHER RESISTANT BARRIERS AND THRU-WALL FLASHING IN A WATER SHEDDING FASHION. TAPE ALL EXPOSED EDGES, L REFER TO STRUCTURAL SHEETS FOR STUD FRAMING CONFIGURATIONS, SIZES AND SPACING. J. FLASHING AND SEAMS BETWEEN SHEATHING IN COMPOSITE WOOD STUD WALL CONSTRUCTION CONDITIONS TO BE TAPED AND SEALED WITH TAPE SEALANT. K. ALL EXTERIOR WOOD BLOCKING TO BE MOISTURE RESISTANT PRESERVATIVE TREATED (P.T.). L PROVIDE WALL ANCHORAGE FOR ALL EXTERIOR TENANT FURNISHED ITEMS, DESIGNED TO RESIST VERTICAL AND LATERAL LOADS WITH SAFETY FACTOR 2. I \ /^\ I COORDINATE ALL ROUGH -IN WALL CONDUITS, PLUMBING, AND BLOCKING WITH TENANT PRIOR TO INSTALLATION OF GYP SO. INTERIOR WALLS SHALL BE LEVEL 4 FINISH PRIMED WHITE- WALL HITEWALL PENETRATIONS FOR TENANT PROVIDED FIXTURES, INCLUDING BUT NOT LIMITED TO; BUILDING SIGNAGE, SCONCE LIGHTING, AND EXTERIOR SPEAKERS SHALL BE PROVIDED. PENETRATION z O LOCATIONS SHALL BE COORDINATED WITH TENANT PRIOR TO INSTALLATION AND SHALL BE PROPERLY WATERPROOFED AND FLASHED. JUNCTION BOXES WITH CONDUITS AND PULL STRING SHALL BE STUBBED INTO TENANTS SPACE FOR FUTURE CONNECTIVITY. WILKUS ARCHITECTS 2C DEVELOPMENT PAUL TUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 wwEcr nrroFn+rnau z W j m 0 O co W\ Z = Ln 06 z z� Z 5 J0 m U COO PROJECT NO. 2023-0521 DRAWN BY TRC CHECKEDBY KAM ISSUE DATE ENTITLEMENTS 02173/2024 6 -PACK 031002024 REVISION DATE nne FLOOR PLAN �A-210 EXTERIOR MATERW-8 FOR THE BURJMG TOTAL ND SF BRICK AND GLASS -2,737 SF 58% EIFS AND WOOD PANELS -1,977 SF 42% A T.O. CLOCKTOWER W I L K U S 12712T-1� A R C H I T E C T S A T.O. PARAPET _ 120' 9 p 2C DEVELOPMENT PAULTUCCI A TRUSSBEARING _ 4 £ j H 11985 TECHNOLOGY DRIVE 113'113'x— SUITE LOG r" -- - •'``` * •I = #-'"" `= EDEN PRAIRIE, MN 55344 T.O. STOREFRONT z o�Ec. r.rov.n iov J z —: cn 0 � I� T FINISHED FLOOR ___ _r,.. _Lx z= -T`a, �. _x,� x... r r _ .�x�s _ .:.. —rr;,— _'r .: _ W �w _ co L l 100' - 0" _ / Z 15 18 15 7 i6 12 ib 3 2 EXTERIOR ELEVATION ED EQ 9'-0" TYp O rte' 13 «s 1 SCALE: 1/4" = V-0" V Z EXTERIOR MATERIALS TOTAL 1.681 SF Q Q BRICK AND GLASS - 967SF EIFS AND WOOD PANELS -714SF 7 M= J Q f� W 'z Q � �a _ 0 U) � U vu ` TO.UOUT 11 sK G T.O. PARAPET 120' U0�, i 1 76' 3 1 S NR PROJECT NO. 2023-0521 W0.1 -rr� _fir DRAWN BY TRC CHECKED BV KAM __ •,;; TRUSSBEARING 1 ISSUE DATE ENTITLEMENTS 02113/2024 rPACK 03/06,2024 - r— >•,�r�r= r' � _ - _ � �r`x _ � �' ? REVISION DATE — _— rs FINISHEDFLOOR J, — 300' - 0- 0" 2 15 3 d 11 17 13 15 EXTERIOR ELEVATION EQ YP EO EXTERIOR Y SCALE: 1/4"= 1'-0" ELEVATIONS EXTERIOR MATERIALS TOTAL 1.681 SF BRICKAND D WOODGLASS PANELS_ 6 ` VA 700 EIFS AND WOOD PANELS-657SF EXTERIOR ELEVATION GENERAL NOTES A. METAL CANOPY IS AVAILABLE FROM AMERICAN PRODUCTS, INC. (API) PHONE: (813) 925-0161 b. EMAIL: BIDS®P.MERICANPROD.COM EXTERIOR FINISH SCHEDULE TAG MANUF. COLOR REMARKS SB IB BK-1 WESTLAKE PH: MOROCCANSAND RUNNING BOND (MORTAR GC GC 773-675.7786 COLOR: SM100 GRAY I HANDMADE BRICK C-1 INCRETE SYSTEMS SOFT GRAY CAST-IN-PLACE BOARD FORMED GC GC FREE OF ROCK POCKETS AND BURNOUT MARKS EIFS DRVVIT PH: SW 7502 DRV DOCK SANDBLAST TENURE GC GC 730-276-0404 MTL-1 LOCALLY SOURCED TO MATCH SW7502 PRE-FINISHED GC GC DRV DOCK W61 NEW TECH PH: HAWAIVW BELGIAN BOARD GC GC 832-8103970 CHARCOAL KEYNOTE LEGEND 1 DRWIT EIFS SYSTEM, SANDBLAST TEXTURE, COLOR TO MATCH SW 7030 ANEW GRAY 2 WESTLAKE MOROCCAN SAND RUNNING BOND, SM770 SABLE COLORED MORTAR 3 WALL SCONCE - PROVIDE BLOCKING AS REQUIRED 4 PREFINISHED METAL CANOPY. COLOR -AWNEX PATIO BRONZE. 5 ROOF OVERFLOW SCUPPER TO MATCH CANOPY 6 PREFINISHED METAL COPING. COLOR TO MATCH SW7502 DRV DOCK 7 VINYL ADDRESS DECALS e _ WOOD CLADDING, NEW TECH HAWAIIAN CHARCOAL, 1/16 REVEAL SEALED FACE 9 AND BACKSB THICKX7-1/4 WIDE. ALUMINUM TRIM POWDER COATED TO MATCH CLADDING. BLOCKING FOR FUTURE TENANT SIGNAGE, COORDINATE ALL FINAL LOCATIONS 10 WITH TENANT SIGNAGE VENDOR SHOP DRAWINGS. GC TO PROVIDE J-BOX W/ PULL STRING FOR FUTURE BUILDING SIGNAGE. GC TO PROVIDE SIGNAGE DISCONNECT ON INSIDE FACE OF WALL. 11 ROOF DRAIN DISCHARGE AT GRADE, COLOR TO MATCH RA1k7021 MATTE BLACK 12 ROOF DRAINS CONNECTS TO UNDERGROUND STORM DRAIN TVP COLOR TO MATCH RALk7021 MATTE BLACK READY ACCESS2751/4' TEMPERED PICK-UP WINDOW WITH AIR CURTAIN, COLOR 13 TO MATCH RALIi7021 MATTE BLACK WINDOW SHELF. ALL DRIVE-THRU WINDOW EQUIPMENT (WINDOW, AIR CURTAIN, AND SHELF) ARE TO BE READY ACCESS MODELS.... _...... 14 EXTERIOR EMERGENCY LIGHT 15 PREFINISHEDALUMINUM STOREFRONT SYSTEM TVP.,COLOR-KAWNEER BLACK ANODIZED. _.. 16 PREFINISHED ALUMINUM 9-0' DOOR COLOR TO MATCH RALk7021 MATTE BLOCK 17 PREFINISHED BRAKE METAL COLOR TO MATCH KAWNEER BLACK ANODIZED /8 LOCKABLE FROST FREE HOSE BIBS EXTERIOR MATERW-8 FOR THE BURJMG TOTAL ND SF BRICK AND GLASS -2,737 SF 58% EIFS AND WOOD PANELS -1,977 SF 42% A T.O. CLOCKTOWER W I L K U S 12712T-1� A R C H I T E C T S A T.O. PARAPET _ 120' 9 p 2C DEVELOPMENT PAULTUCCI A TRUSSBEARING _ 4 £ j H 11985 TECHNOLOGY DRIVE 113'113'x— SUITE LOG r" -- - •'``` * •I = #-'"" `= EDEN PRAIRIE, MN 55344 T.O. STOREFRONT z o�Ec. r.rov.n iov J z —: cn 0 � I� T FINISHED FLOOR ___ _r,.. _Lx z= -T`a, �. _x,� x... r r _ .�x�s _ .:.. —rr;,— _'r .: _ W �w _ co L l 100' - 0" _ / Z 15 18 15 7 i6 12 ib 3 2 EXTERIOR ELEVATION ED EQ 9'-0" TYp O rte' 13 «s 1 SCALE: 1/4" = V-0" V Z EXTERIOR MATERIALS TOTAL 1.681 SF Q Q BRICK AND GLASS - 967SF EIFS AND WOOD PANELS -714SF 7 M= J Q f� W 'z Q � �a _ 0 U) � U vu ` TO.UOUT 11 sK G T.O. PARAPET 120' U0�, i 1 76' 3 1 S NR PROJECT NO. 2023-0521 W0.1 -rr� _fir DRAWN BY TRC CHECKED BV KAM __ •,;; TRUSSBEARING 1 ISSUE DATE ENTITLEMENTS 02113/2024 rPACK 03/06,2024 - r— >•,�r�r= r' � _ - _ � �r`x _ � �' ? REVISION DATE — _— rs FINISHEDFLOOR J, — 300' - 0- 0" 2 15 3 d 11 17 13 15 EXTERIOR ELEVATION EQ YP EO EXTERIOR Y SCALE: 1/4"= 1'-0" ELEVATIONS EXTERIOR MATERIALS TOTAL 1.681 SF BRICKAND D WOODGLASS PANELS_ 6 ` VA 700 EIFS AND WOOD PANELS-657SF EXTERIOR ELEVATION GENERAL NOTES A. METAL CANOPY IS AVAILABLE FROM AMERICAN PRODUCTS, INC. (API) PHONE: (813) 925-0161 b. EMAIL: BIDS®P.MERICANPROD.COM EXTERIOR FINISH SCHEDULE TAG MANUF. COLOR REMARKS SB IB BK-1 WESTLAKE PH: MOROCCANSAND RUNNING BOND (MORTAR GC GC 773-675.7786 COLOR: SM100 GRAY I HANDMADE BRICK C-1 INCRETE SYSTEMS SOFT GRAY CAST-IN-PLACE BOARD FORMED GC GC FREE OF ROCK POCKETS AND BURNOUT MARKS EIFS DRVVIT PH: SW 7502 DRV DOCK SANDBLAST TENURE GC GC 730-276-0404 MTL-1 LOCALLY SOURCED TO MATCH SW7502 PRE-FINISHED GC GC DRV DOCK W61 NEW TECH PH: HAWAIVW BELGIAN BOARD GC GC 832-8103970 CHARCOAL KEYNOTE LEGEND 1 DRWIT EIFS SYSTEM, SANDBLAST TEXTURE, COLOR TO MATCH SW 7030 ANEW GRAY 2 WESTLAKE MOROCCAN SAND RUNNING BOND, SM770 SABLE COLORED MORTAR 3 WALL SCONCE - PROVIDE BLOCKING AS REQUIRED 4 PREFINISHED METAL CANOPY. COLOR -AWNEX PATIO BRONZE. 5 ROOF OVERFLOW SCUPPER TO MATCH CANOPY 6 PREFINISHED METAL COPING. COLOR TO MATCH SW7502 DRV DOCK 7 VINYL ADDRESS DECALS e _ WOOD CLADDING, NEW TECH HAWAIIAN CHARCOAL, 1/16 REVEAL SEALED FACE 9 AND BACKSB THICKX7-1/4 WIDE. ALUMINUM TRIM POWDER COATED TO MATCH CLADDING. BLOCKING FOR FUTURE TENANT SIGNAGE, COORDINATE ALL FINAL LOCATIONS 10 WITH TENANT SIGNAGE VENDOR SHOP DRAWINGS. GC TO PROVIDE J-BOX W/ PULL STRING FOR FUTURE BUILDING SIGNAGE. GC TO PROVIDE SIGNAGE DISCONNECT ON INSIDE FACE OF WALL. 11 ROOF DRAIN DISCHARGE AT GRADE, COLOR TO MATCH RA1k7021 MATTE BLACK 12 ROOF DRAINS CONNECTS TO UNDERGROUND STORM DRAIN TVP COLOR TO MATCH RALk7021 MATTE BLACK READY ACCESS2751/4' TEMPERED PICK-UP WINDOW WITH AIR CURTAIN, COLOR 13 TO MATCH RALIi7021 MATTE BLACK WINDOW SHELF. ALL DRIVE-THRU WINDOW EQUIPMENT (WINDOW, AIR CURTAIN, AND SHELF) ARE TO BE READY ACCESS MODELS.... _...... 14 EXTERIOR EMERGENCY LIGHT 15 PREFINISHEDALUMINUM STOREFRONT SYSTEM TVP.,COLOR-KAWNEER BLACK ANODIZED. _.. 16 PREFINISHED ALUMINUM 9-0' DOOR COLOR TO MATCH RALk7021 MATTE BLOCK 17 PREFINISHED BRAKE METAL COLOR TO MATCH KAWNEER BLACK ANODIZED A T.O. PARAPET _ 120' TRUSSBM — 113' - 0" .L T.O. STOREFRONT _ 113'113' ,L FINISHED FLOOR 300lU0' 4 EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" A T.O. CLOCKTOWER 127' — A T.O. PA0.APET _ 12 ,L T.O.WALLATIADDER 115, 10 .L TRUSS BEARING _ 113'113'S T.O— 111' -0 A FINISHED FLOOR 100' EXTERIOR MATERIALS TOTAL 682 SF BRICK AND GLASS - 395 5F EIFS AND WOOD PANELS -287 SF n EXTERIOR ELEVATION L SCALE: 1/4" = 1'-0" EXTERIOR MATERIALS TOTAL 670 SF BRICK AND GLASS - 351 SF EIFS AND WOOD PANELS - 319 SF Zvi-se4 WILKUS A R C H I T E C T S 2C DEVELOPMENT PAULTUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 EXTERIOR ELEVATION GENERAL NOTES A. METAL CANOPY IS AVAILABLE FROM AMERICAN PRODUCTS, INC. (API) J PHONE: (813) 925-0144 SSUE 0. EMAIL: BIDSOAMERCANPROD.COM ENTITLEMENTS EXTERIOR FINISH SCHEDULE TAG MANUF. COLOR REMARKS SB IB BK -1 WESTLAKE PH: MOROCCAN SAND RUNNING BOND I MORTAR GC GC O 773.875-7788 COLOR: SM100 GRAY I ♦/� HANDMADE BRICK C-1 INCRETE SYSTEMS SOFT GRAY CAST -IN-PLACE BOARD FORMED GC GC Z FREE OF ROCK POCKETS AND Y BURNOUT MARKS EIFS ORYVIT PH: SW 7502 DRY DOCK SANDBLAST TEXTURE GC GC W 7342760404 MTL-1 LOCALLY SOURCED TO MATCH SW7502 PRE -FINISHED GC GC =M O DRY DOCK WD -1 NEW TECH PH: HAWAIUW BELGIAN BOARD GC GC IS32.810.9970 CHARCOAL KEYNOTE LEGEND 1 INSULATED HOLLOW METAL SERVICE DOOR AND FRAME, PAINT TO MATCH RAL#7021 MATTE BLACK 2 LOCKABLE FROST FREE HOSE BIBB 3 WESTLAKE MOROCCAN SAND RUNNING BOND, SM770 SABLE COLORED MORTAR 4 DRYVIT EIFS SYSTEM, SANDBLAST TEXTURE COLOR TO MATCH SW 7030 ANEW U GRAY 5 EXTENTS OF SLAB LEAVE -OUT- REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. WOOD CLADDING. NEW TECH HAWAIIAN CHARCOAL, 1/16 REVEAL, SEALED FACE 6 AND BACK 5/8 THICK X 7-1/4 WIDE. ALUMINUM TRIM POWDER COATED TO MATCH CLADDING. 7 PREFINISHED METAL COPING, COLOR TO MATCH SVV7502 DRV DOCK 8 PREFINISHED ALUMINUM 3'-0" DOOR, COLOR TO MATCH RAL#7021 MATTE BLACK BLOCKING FOR FUTURE TENANT SIGNAGE, COORDINATE ALL FINAL LOCATIONS 9 WITH TENANT SIGNAGE VENDOR SHOP DRAWINGS. GC TO PROVIDE J -BOX W1 PULL STRING FOR FUTURE BUILDING SIGNAGE. GC TO PROVIDE SIGNAGE DISCONNECT ON INSIDE FACE OF WALL. 10 EXTERIOR EMERGENCY LIGHT 11 DOOR BELL REFER TO DOOR HARDWARE 12 GAS METER 13 PREFINISHED METAL CANOPY COLOR- AWNEX PATIO BRONZE ROOF DRAINS CONNECTS TO UNDERGROUND STORM DRAIN TYP., COLOR TO 14 MATCH RAL97021 MATTE BLACK 15 ELECTRICAL METER 16 ELECTRICAL FUSED DISCONNECT SWITCH Zvi-se4 WILKUS A R C H I T E C T S 2C DEVELOPMENT PAULTUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 °° PROJECT NO. 2023-0521 z J o SSUE WJ ENTITLEMENTS 021132024 2 m Z O W ♦/� M Z Q Lo Ln V, Z O Y Qco Z� v W Z =M O �JM�J jQ QO> C/) /F—� O ry V/ U °° PROJECT NO. 2023-0521 DRAWNBV TRC CHECKED BY KAM SSUE DATE ENTITLEMENTS 021132024 &PACK 03/062024 �A REVISION DATE EXTERIOR ELEVATIONS A-701 A T.O.CLOCKTOWER 13x6 -- EXTERIOR ELEVAT10N GENSRAL NOTES EXTERIORMA7ERIALS FOR THE BUILDING - -'-- TOTAL 4.714 SF A. METAL CANOPY IS AVAILABLE FROM AMERICAN PRODUCTS, INC. (API) BRICK AND GLASS -2,737 SF 58% a. PHONE (813) 9254144 EPS AND WOOD PANELS -1,977 SF 42% i 6. EMAIL: BIDSCAMERICANPROD.COM EXTEMOR FINISH SCHEDULE SMA &i SK -1 WESTLAKEPH: MOROCCAN SAND RUNNING BOND I MORTAR G I 773-975.7785 COLOR: SM100 GRAY I I SCALE: 11,V'= T-0" DOCK P11._0,92IOh1A GH 2 :DRYVIT EIFS SYSTEM, SANDBLAST TEXTURE, COLOR TO MATCH SW 7830 ANEW GRAY i 3 _WESiLAI(E MQROCCAN SAND RUNNING BOND, SM770 SABLE COLORED MORTAR I 4 -WALLSCORCE-PROVIDEBLOCKINGASREQUIRED S PREFINISHED METALC_ANOPY, COLOR AWNEX PATIOSRONZE. e ;ROOF OVERFIGW SCUPPER TO MATCH CANOPY _. . 7 VINYLA_DDRESSDECALS..__ 1 _ IWOOD CLADDING, NEW TECH HAWIANAICHARCOAL, 1(18 REVEAL SEALED FACE 9 -AND SACK 518 THICK X 7-114 WIDE. ALUMINUM TRIM POWDER COATED TO MATCH _ _:CLADDING. _ BLOC KING FOR FUTURE TENANT SIGNAGE, COORDINATE ALL FINAL LOCATIONS 10 WITH TENANT SIGNAGE VENDOR SHOP DRAWINGS. GC TO PROVIDE.LBOX Wl PULL STRING FOR FUTURE BUILDING SIGNAGE. GC TO PROVIDE SIGNAGE DISCONNECT ;ON INSIDEFACEOF WAU_ i 11. IROOF DRAIN DI3CHARGE AT GRADE Gq-OR TO MATCH RAL#T021 MATTE BUCK 12 . ROOF DRAINS CONNECTS TO UNDERGROUND STORM DRAIN YF., COLOR TO :MATCH RAL#7021 MATTE BLACK I .. iHAPWIND .READY ACCES32751/4 TEMPEREDPI&K-UOW WITIR CURT AI N. COLOR TO MATCH RALN7021 MATTE BLACK WINDOW SHELF. ALL DRIVE-THRU WINDOW 13 -EQUIPMENT(WINDOW, AIR CURTAIN, AND SHELF) ARE TO BE READY ACCESS j iMOOELS. __ 14 EXTERIOR EMERGENCY LIGHT , mm MA7ERULL9 TOTAL 1.8813E i 15 ,PRE FINISHED ALUMINUM STOREFRONT SYSTEM TVP COLOR -KAWNEER BLACK BRICKANOGLASS-987SF ,ANODIZED EIFS AND WOOD PANELS -714SF 18 PREF INISHED ALUMINUM 3 0' DOOR COLOR TO MATCH RAL97021 MATTE BLACK 17 ypgEFINSSHED BRAKE_METAL, COLOR TO MATCH KAWNEER &ACK ANODIZED _ _ .. . 18 ,LOCWIBLE FROST FREE HOSE BIBS L SCALE: 1/,V'= 1'-0" EXTERIOR MATERIALS TOTAL 1.881 SF BRICK AND GLASS -1,024SF EIFS AND WOOD PANELS -BWSF - 0 WILKUS ARCHITECTS 2C DEVELOPMENT PAULTUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 PROJECT NO. 2023-0521 DRAWN BY TRC CHECKED BY KAM SSUE GATE ENTITLEMENTS 021132024 B -PACK 03/082024 nne EXTERIOR ELEVATIONS A-700 Z 0 m o O O Lu zt� Z co Ln / = z z Vi ® C , � Q ® zV LLJ 0> Z � � cc Q z O a p U PROJECT NO. 2023-0521 DRAWN BY TRC CHECKED BY KAM SSUE GATE ENTITLEMENTS 021132024 B -PACK 03/082024 nne EXTERIOR ELEVATIONS A-700 PAflAPET 120'120'- p� A TRUSS BEARING _ 113'113' ,L T.O.STOREFRONT _ 111'P 0" 'Y FINIS -0 'H ED FLOOR 1&' ! 1 EXTERIOR ELEVATION 1 SCALE: 1/4"=1'-0" i .L r.o. nocKrow=R —-- III A T.O. PARAPET 120 0' — . A T.OALLATLADOER 115.W115'' A TRUSS BEARING 113P _ ,L T.O.SREFRONT _ Y 111'-0'TO 'FI RNISHED FLOOR _ 100'-0" I EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" EXTERIOR MATERIALS TOTAL BB2 SF BRICK AND GLASS - 395 SF EIFS AND WOOD PANELS -287 SF EXTERIOR MATERIALS TOTAL 670 SF BRICK AND GLASS - 351 SF EIFS AND WOOD PANELS - 319 SF EXTERIOR ELEVATION GENERAL NOTES - A METAL CANOPY IS AVAILABLE FROM AMERICAN PRODUCTS INC. (API) a PHONE (813) 925-0144 b. EMAIL BIDSQAMERICANPROO.COM EXTERIOR FINISH SCHEDULE A3 I MAN10. 1 PE MARKS Sts IIS BK -1 IWESTLAKE PH: MOROCCAN SANG RUNNING BOND I MORTAR GC GC n3-37S-n8e COLOR: DEB GRAY( HANDMADE BRICK C-1 INCRETE SYSTEMS SOFT GRAY CAST -IN-PLACE BOARD FORMED GC GC FREE OF ROCK POCKETS AND BURNOUT MARKS EIFS ORYVIT PH:- SW 7502 DRY DOCK SANDBLAST TEXTURE GC GC 734278-0404 MTL-1 LOCALLY SOURCED TO MATCH SW7502 PRE -FINISHED GC GC DRY DOCK WD -1 NEW TECH PH: HAWAIIAN BELGNN BOARD GC GC 832$10-3970 CHARCOAL KEYNOTE LEGEND 1 HULA H OW MFi.AL Rr0 FRAME, PAINT TO MATCH MAUh021 MATTE BLACK 2 LOCKABLEFROSTFREEHOSESIBB 3 ;WESTLAKE MOROCCAN SAND RUNNING BOND, SM770 SABLE COLORED MORTAR 4 �DRYVIT EIFS SYSTEM, SANDBLAST TEXTURE, COLOR TO MATCH SW 7030 ANEW ;GRAY 5 EXTENTS OF SLAB LEAVE -OUT • REFER TO STRUCTURAL DRAWINGS FOR iADaTIONAL INFORMATION. WOOCi CLADDING, NEW TECH HAWAIIAN CNARCOAL,1/16 REVEAL, SEALED FACE e AND BACK 518 THICK X 7.1/4 WIDE ALUMINUM TRIM POWDER COATED TO MATCH CIADaNG.. 7_ �PRLFINISHED METAL COPING, COLORTOMATCH SW7502 DRY DOCK _ 8 .PREFlNISHED ALUMINUM 3'47 DOOR, COLOR TO MATCH RAL#7021 MATTE BLACK !BLACKING FOR FUTURE TENANT SIGNAGE, COORDINATE ALL FINAL LOCATIONS 9 'WITH TENANT SIGNAGE VENDOR SHOP DRAWING$. C3C TO PROVIDE J -BOX WI PULL (STRING FOR FUTURE BUILDING SIGNAGE. GC TO PROVIDE SIGNAGE DISCONNECT ION INSIDE FACEOF WALL. 10 'EXTERIOREMERGENCYUGHT­ t1- ;OCOR BELLREFERTO DOOR HARDWARE _ _ _ _ . 12 ldAS METER 13 IPRERNISHED MEULCANOPY_COLOR-AWN EX PATIO BRONZE- _ 14 ROOF DRAINS CONNECTS TO UNDERGROUND STORM DRAIN TYP., COLOR TO _MATCH RALS7021 MATTE BLACK IS _ELECTRICAL FUSED DISCONNECT SWITCH 17_ 'CLOCK ELEMENT,FINALDESIGNTOCOCRDINATEgWITHLANDLORD- 18 'METAL HIP ROOF TO MATCH PREFINISHED METAL COPING CLOCNTOWER 3 EXTERIOR ELEVATION SCALE: 1W'= V-0" I I pDoRp WILKUS ARCHITECTS 2C DEVELOPMENT PAUL TUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 PROJECT NO. 2023.0521 DRAWN BY TRC CHECKED BY KAM ISSUE DATE ENTITLEMENTS 02/132024 6FAC1( 031082024 REVISION DATE n E EXTERIOR ELEVATIONS sir xuMem: A-701 Z J W o •--I �N/ f.L- 2 m Z co W�/1 Vj Z Z Q L1J Z oLu �oz Z Q M// 03 cam lig Q O c) U PROJECT NO. 2023.0521 DRAWN BY TRC CHECKED BY KAM ISSUE DATE ENTITLEMENTS 02/132024 6FAC1( 031082024 REVISION DATE n E EXTERIOR ELEVATIONS sir xuMem: A-701 M -cD 12'- 7 SlB° 4 •10 ENCLOSURE FINISH SCHEDULE MATERIAL COLOR/FINISH CMU SM100 GRAY - .... .. CMU - PRIMER REFER TO PAINT SPECIFICATIONS f BOLLARD AND PREFINISHED METAL COPING �TO MATCH CMU PIVOT CORRUGATED METAL & DOOR FRAMES TO MATCH BUILDING STOREFRONT • ° 1 TRASH ENCLOSURE PLAN ^ SRASH_ENCLOSURE ELEVATION SSCALE: 3 O TRASH ELEVATION G TYP.ENCLOSURE SECTION SCALE: 4' DIA. SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STEEL SHIM BETWEEN PIVOT &i BOLLARD GREASE FITTING AT EACH HINGE POIM T' xT x 114" STL ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT 8" DIA SCHEDULE 40 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ - TOP. ENCASE IN IT DIA CONCRETE b BASE 36" DEEP TRASH ENCLOSURE DOOR 2" x T x 114" STEEL ANGLE STILES & RAILS Wl 1-12", 22 GA PAINED CORRUGATED METAL DECKING "C" PANELS &Nt 1-114!'x t-114" X 3/16" STEEL ANGLE BRACE - SHOP PRIME ANGLES & PAINT i 10 TRASH ENCLOSURE GATE PIVOT SCALE: 1 1/2" = V-0" _.. _.. ._._... _...._ FINISH TOP WI _._.. .. ....... .... _.. _.. ._.. -__... _.._ _ 8" DIA SCHEDULE 40 BOLLARD CENTERED ON _.. .... _. _. __. .. _._... .. .... _. _.... __ _.. _. .. ...... _. .._.._.. .. _..- _.. _. .. .. ......._. ROUNDED CONC. CMU WALL GROUT SOLID, ROUND AND TROWEL FORM. AT TOP. ENCASE IN 17 DIA CONCRETE BASE 36' DEEP ADJACENT DOOR SHOWN HIDDEN FOR CLARITY 6" DIA SCHEO, 40 STEEL 9" SCHEDULE 80 STEEL PIPE PIVOT- PROVIDE POST FILLED W/ AI NC.- STEEL SHIM BETWEEN PIVOT & BOLLARD I SEE SPEC FOR PAINT INFORMATION PAINTED METAL RETURN CHANNEL W2' - _ - _ . _ . _ _ GREASE FITTING AT EACH HINGE POINT BOTH TO PREVENT CRACKING IN SLAB RETURN SIDES 718" BAR IN "ZEE" PROFILE, i" WIDE - b WRAP PIPE FIR AVERSOF306 - - I b I I PROFILETOACCEPTCANEBOLT- FELT PAPER FRONT ABOVE T.O. F. �- .. WELD TO FRAME SLAB DOWN TO T.O. FTG.. CUT - / / OFF EXCESS FELT ABOVE SLAB I AFTER CURE FINISHED CONC. I I / TO SLOPE AWAY TRASH ENCLOSURE DOOR: FROM BOLLARD. /• f PIPE SLEEVE - WELD TO / / T Y X 114" STF_EI-ANGLE STILES & FRAME, PAINTED FINISH / RAILS WITH 1-12' T2 GA PAINTED CORRUGAT ED META EXISTING _ - _ , _ _ _ _ , J . J PANELS & 114". 3118" STEEL CONCRETE I; 30 B° ANGLEBRACE SLAB 314' DIAMETER STEEL CANE HASP 2 TRASH ENCLOSURE ELEVATION SCALE: 1/4" = V-0" PREFINISHED 8"X16 -BLOCK, METAL COPING, REFER TO ^ J FINISH REFER TO 12'-0' MIN. I SCHEDVLE REFER TO FINISH HEAVY DUTY CONCRETE APRON / FINISH REFER TO CML / REFERTO FINISH SCHEDULE z Q LL) SCHEDULE U U TRASH ENCLOSURE ELEVATION SCHEDULE 3 SCALE: 1/4" = V-0" Z 13 � SLOPE _ m Q 2 -t0 JDUMPSTER O cn F0 PAD TO BE SEALED 7 \ 1T-0" 7-77771 12'- 7 SlB° 4 •10 ENCLOSURE FINISH SCHEDULE MATERIAL COLOR/FINISH CMU SM100 GRAY - .... .. CMU - PRIMER REFER TO PAINT SPECIFICATIONS f BOLLARD AND PREFINISHED METAL COPING �TO MATCH CMU PIVOT CORRUGATED METAL & DOOR FRAMES TO MATCH BUILDING STOREFRONT • ° 1 TRASH ENCLOSURE PLAN ^ SRASH_ENCLOSURE ELEVATION SSCALE: 3 O TRASH ELEVATION G TYP.ENCLOSURE SECTION SCALE: 4' DIA. SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STEEL SHIM BETWEEN PIVOT &i BOLLARD GREASE FITTING AT EACH HINGE POIM T' xT x 114" STL ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT 8" DIA SCHEDULE 40 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ - TOP. ENCASE IN IT DIA CONCRETE b BASE 36" DEEP TRASH ENCLOSURE DOOR 2" x T x 114" STEEL ANGLE STILES & RAILS Wl 1-12", 22 GA PAINED CORRUGATED METAL DECKING "C" PANELS &Nt 1-114!'x t-114" X 3/16" STEEL ANGLE BRACE - SHOP PRIME ANGLES & PAINT i 10 TRASH ENCLOSURE GATE PIVOT SCALE: 1 1/2" = V-0" _.. _.. ._._... _...._ FINISH TOP WI _._.. .. ....... .... _.. _.. ._.. -__... _.._ _ 8" DIA SCHEDULE 40 BOLLARD CENTERED ON _.. .... _. _. __. .. _._... .. .... _. _.... __ _.. _. .. ...... _. .._.._.. .. _..- _.. _. .. .. ......._. ROUNDED CONC. CMU WALL GROUT SOLID, ROUND AND TROWEL FORM. AT TOP. ENCASE IN 17 DIA CONCRETE BASE 36' DEEP ADJACENT DOOR SHOWN HIDDEN FOR CLARITY 6" DIA SCHEO, 40 STEEL 9" SCHEDULE 80 STEEL PIPE PIVOT- PROVIDE POST FILLED W/ AI NC.- STEEL SHIM BETWEEN PIVOT & BOLLARD I SEE SPEC FOR PAINT INFORMATION PAINTED METAL RETURN CHANNEL W2' - _ - _ . _ . _ _ GREASE FITTING AT EACH HINGE POINT BOTH TO PREVENT CRACKING IN SLAB RETURN SIDES 718" BAR IN "ZEE" PROFILE, i" WIDE - b WRAP PIPE FIR AVERSOF306 - - I b I I PROFILETOACCEPTCANEBOLT- FELT PAPER FRONT ABOVE T.O. F. �- .. WELD TO FRAME SLAB DOWN TO T.O. FTG.. CUT - / / OFF EXCESS FELT ABOVE SLAB I AFTER CURE FINISHED CONC. I I / TO SLOPE AWAY TRASH ENCLOSURE DOOR: FROM BOLLARD. /• f PIPE SLEEVE - WELD TO / / T Y X 114" STF_EI-ANGLE STILES & FRAME, PAINTED FINISH / RAILS WITH 1-12' T2 GA PAINTED CORRUGAT ED META EXISTING _ - _ , _ _ _ _ , J . J PANELS & 114". 3118" STEEL CONCRETE I; 30 B° ANGLEBRACE SLAB 314' DIAMETER STEEL CANE HASP 2 TRASH ENCLOSURE ELEVATION SCALE: 1/4" = V-0" PREFINISHED 8"X16 -BLOCK, METAL COPING, REFER TO ^ REFER TO FINISH FINISH REFER TO SCHEDULE SCHEDVLE REFER TO FINISH z z FINISH Z M REFERTO FINISH SCHEDULE z Q LL) SCHEDULE U U TRASH ENCLOSURE ELEVATION SCHEDULE 3 SCALE: 1/4" = V-0" m '-' - -- BOLLARD& -r B"X 16"BLOCK PIVOT :. .. ..... REFER TO FINISH .. SCHEDULE ' SLOPE F. SLOPED TREATED WOOD TOP PLATE PREFINISHED METAL COPING AND HOLD DOWN CUPS W/ CONTINUOUS DRIP EDGES @ EACH SIDE GROUTTOP COURSE SCUD 8" BLOCK SEE STRUCTURALFOR REINFORCEMENT cl WHEELSTOP CURS CONCRETE SLAB OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS DOORS TO ENSURE POSITIVE DRAINAGE GRADE -REFER TO CIVIL DRAWINGS - SLOPE AWAY FROM ENCLOSURE 1, 1 18"0 CONCRETE L :J FOOTING 11 TYP. BOLLARD DETAIL SCALE: 112" = T-0" -10 2" X 2" X 114" STL ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PHOT -SHOP PRIME & PAINT 7.72", 22 GA PAINTED CORRUGATED METAL DECKING "C"PANELS (LEAVE RAM. WELD TO DOOR FRAME AS SHOWN 1 2 ENLARGED GATE PIVOT DETAIL SCALE: 1 112" = V-0" BOLT PREFINISHED e" X 16" BLOCK ^ PREFINISHED METALCOTNG, REFER TO FOR SLAB DEPTH METAL COPING. REFER TO FINISH z z FINISH Z M REFERTO FINISH SCHEDULE z Q LL) SCHEDULE C6 m Q SCHEDULE Z US o> Z n >_o m Q m '-' - -- BOLLARD& -r B"X 16"BLOCK PIVOT :. .. ..... REFER TO FINISH .. SCHEDULE ' SLOPE F. SLOPED TREATED WOOD TOP PLATE PREFINISHED METAL COPING AND HOLD DOWN CUPS W/ CONTINUOUS DRIP EDGES @ EACH SIDE GROUTTOP COURSE SCUD 8" BLOCK SEE STRUCTURALFOR REINFORCEMENT cl WHEELSTOP CURS CONCRETE SLAB OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS DOORS TO ENSURE POSITIVE DRAINAGE GRADE -REFER TO CIVIL DRAWINGS - SLOPE AWAY FROM ENCLOSURE 1, 1 18"0 CONCRETE L :J FOOTING 11 TYP. BOLLARD DETAIL SCALE: 112" = T-0" -10 2" X 2" X 114" STL ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PHOT -SHOP PRIME & PAINT 7.72", 22 GA PAINTED CORRUGATED METAL DECKING "C"PANELS (LEAVE RAM. WELD TO DOOR FRAME AS SHOWN 1 2 ENLARGED GATE PIVOT DETAIL SCALE: 1 112" = V-0" BOLT BOTTOM OF GATE 1-12" I.D. x 6" LONG STEEL PIPE ^ SLEEVE FLUSH WITH TOP OF CONCRETE SLAB -REFER TO STRUCT PAVING - PROVIDE AT CLOSED FOR SLAB DEPTH AND FULLY OPEN POSITION, TYPICAL = 1 TYPICAL CANE BOLT DETAIL SCALE: 1" = 1'-0" I SDC, WILKUS ARCHITECTS 2C DEVELOPMENT PAUL TUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 PROJECT NO, 11-121 DRAWN BY TRC CHECKED BY KAM [ISSUE W ENTITLEMENTS 02/132024 = z z cn Z M W / �V+ � z Q LL) C6 m Q ' 1Z U Z US o> Z n >_o m Q Q O cn F0 U PROJECT NO, 11-121 DRAWN BY TRC CHECKED BY KAM [ISSUE DATE ENTITLEMENTS 02/132024 6 -PACK 03MGrZ024 DUMPSTER PLAN & DETAILS a4ET x�uOpt A-103 T Y 0 F I?,, NDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor & Councilmembers CC: Jim Dickinson, City Administrat r "l Joe Janish, Community Developm t i for FROM: Jake Griffiths, Associate Planner SUBJECT: Consider City Code Amendments & Summary Ordinance for Publication — Title 12: Zoning Regulations, Title 11: Subdivision Regulations, Title 9: Building Regulations, and Title 13: Planning and Development — City of Andover (Applicant) - Planning DATE: May 7, 2024 BACKGROUND In administering the City Code, City staff will periodically come across issues of clarity, consistency or relevance that likely need to be addressed through a City Code amendment. Additionally, throughout the year various ideas for amendments are proposed by City staff, Council and Commission members, and residents that City staff will bring forward for review. At the March 26, 2024 City Council Workshop, the Council discussed the proposed amendments and expressed support in moving forward with amending the City Code. A summary of the City Code Amendments and their rationale is included in this report, and the attached draft resolution of approval contains draft amendment language for review. DISCUSSION Fence Height City staff are proposing to amend City Code 12-7-4: Fence Height to clarify that fence posts may exceed six (6) feet in height by a maximum of six (6) inches. The reason for this amendment is that in 2023 a resident filed a complaint with the City that a neighbor's fence exceeded six feet in height and was in violation of City Code requirements. When City staff conducted the inspection they found that the portion of the fence the resident was complaining about was a typical fence post cap that was only a few inches above the fence panel. This is a very common type of fence construction, in fact, it would be difficult to find a fence where the post height does not exceed the panel height. Therefore, City staff are proposing this amendment in order to clarify the City Code's existing fence height policy. Reapplication after Denial Language Several applications including Conditional Use Permits, Interim Use Permits and Rezonings have language in the City Code that states, "no previously denied application may be considered by the City Council for a period of one year from the date of its denial". City staff are proposing to extend this language to the requirements for Variance applications, which currently does not have any reapplication after denial language. Access Drive Fire Code Discrepancy The City Code relative to Access Drives is currently inconsistent with the requirements of the Minnesota State Fire Code. City staff are proposing to amend the City Code to align it with the State Fire Code requirements. This would clarify that pursuant to Minnesota State Fire Code Section 503, an access drive is not required to one or two homes no matter the setback distance from the main road. Interim Use Permit Approval Requirements Currently, City Code 12-15-8-C states that approval of an Interim Use Permit shall require a four-fifths vote of the City Council. The four-fifths vote requirement is inconsistent with how the vast majority of cities approve Interim Use Permits. Typically, Interim Use Permits are approved by a simple majority of the City Council or a three-fifths vote. City staff are proposing to change the approval threshold in the City Code from a four-fifths vote to a three-fifths vote, this would align Interim Use Permit requirements with Conditional Use Permit requirements. Street Setback Definition The definition of a "street" in the City Code does not include streets dedicated through a roadway easement. City staff are proposing to amend the City Code to clarify that it doesn't matter how a street is dedicated (right-of-way, easement, etc.), the setbacks are applied in the same manner as if it were dedicated with right-of-way. Soil Boring Depth Requirements City staff are proposing to amend City Code 11-4-10: Geotechnical Report to align it with the current policy as noted on the Lot Split application form. The current policy is that for lot splits a geotechnical report must be submitted by a licensed geotechnical engineer. The submitted report is required to include: any site-specific recommendations, SCS soil types and depths, boring logs with actual (not assumed) elevations, seasonal high-water mark (used to determine minimum allowable low floor elevations), and any other pertinent information. A minimum of one (1) soil boring is required at the building pad location. The minimum depth of the soil boring is twenty (20) feet, or as approved by the City Engineer. If unsuitable soils are encountered below minimum depth, continue boring to two (2) feet below suitable soil elevation or to a maximum depth of twenty-five (25) feet. Expansion of Administrative Lot Split Process Under the current City Code, Lot Split applications can be approved administratively by City staff if all divided lots are at least five (5) acres in size, are at least three hundred (300) feet in width and have frontage on an approved right-of-way. Lot line adjustments can also be approved administratively. Over the last several years numerous lot split applications have come forward to the Planning & Zoning Commission and City Council under the traditional public hearing process, all of which met City Code requirements, and all of which were approved with little to no discussion. The only reason they could not be approved administratively was because they were creating a lot less than 5 acres, but more than or equal to the minimum lot size in their respective zoning district. City staff are proposing to expand the administrative lot split process so that lot splits which meet the minimum City Code requirements could be approved administratively by City staff. This would include lot splits utilizing City Code 12-3-5-A relative to the 90% rule, where lot splits may be allowed with lot sizes that cannot meet the minimum district requirements provided that certain criteria are met. In situations where the minimum City Code requirements could not be met, a Variance would be required and along with it a full public hearing process would be conducted. New State Law - Sacred Settlements During the 2023 legislative session, the Legislature passed a bill authorizing religious institutions and faith communities to create "sacred settlements" on religious institution property. Beginning January 1, 2024, cities must allow faith communities to place micro housing units on religious property to house chronically homeless individuals, extremely low-income individuals, and volunteers. An overview of the bill from the League of Minnesota Cities and a copy of the bill's language from Minnesota State Statute is attached for review. The City's role in regulating sacred settlements is heavily restricted by the State Statute and only allows the City to verify that a proposed sacred settlement meets the minimum requirements established by the state statute. Meaning that if a sacred settlement meets state law requirements, the City must allow it. Under the state law sacred settlements default as conditional uses, regulated by a conditional use permit, unless a City changes their City Code to make sacred settlements a permitted use. However, since the City cannot put additional restrictions or conditions on their use beyond state statute the conditional use permit process may not make as much since as one would think. In response, at their March 26, 2024 Workshop, the City Council provided feedback to City staff to move forward with amending the City Code to make sacred settlements a permitted use. Planning & Zoning Commission Review The Planning & Zoning Commission held a public hearing on the proposed City Code amendments at their April 23, 2024 meeting and recommended approval to the City Council (5 -yes, 0 -no, 2 -absent). There were no public comments received prior to or during the public hearing. A recording of the meeting can be viewed at Andover Planning Commission 04-23-2024 (gctv.org). ACTION REQUESTED The City Council is requested to consider the recommendation of the Planning & Zoning Commission and make a decision on the City Code amendments and summary ordinance for publication. pectfully subed, / e'12 Jake Griffiths Associate Planner Attachments Draft Resolution of Approval Draft Summary Ordinance for Publication League of Minnesota Cities — Sacred Settlements Sacred Settlements State Statute Language CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. XX THE CITY COUNICL OF THE CITY OF ANDOVER HEREBY ORDAIN AS FOLLOWS: AMENDMENTS TO CITY CODE TITLE 12: ZONING REGULATIONS, TITLE 13: PLANNING AND DEVELOPMENT, TITLE 11: SUBDIVISION REGULATIONS, AND TITLE 9: BUILDING REGULATIONS Amendment 1 12-7-3: Fence Height: D. Fence post caps may exceed the maximum height of a fence by up to six inches (6"). Amendment 2 12-15-9: Variances: F. Reapplication after Denial: No previously denied application for a Variance may be considered by City Council for a period of one year from the date of its denial. Amendment 3 12-2-2: Definitions: Access Drive: n .with.e. of at least st t enty feet, oa b , Fire A uua :t ; at " Code-, 6errstfueted of material that eun provide a4l weather- driying capabilities emergeney e ehie . A Fire Apparatus Access Road as defined by Minnesota State Fire Code 502. 1, as amended. 12-4-2: Lot Provisions: B. Aeeess Prive. An aeeess rive, as defined by Sestier 1''�rthis eede�-b provided t o. ipal building that is thfee t,und-oa feet (300') o fner-e f.,..., d ^, oif ro ^r- strop+. Access drives shall be provided and maintained in accordance with Minnesota State Fire Code Section 503, as amended. Amendment 4 12-15-8: Interim Use Permits: C. Procedures: The public hearing, public notice and procedural requirements for interim use permits shall be as provided in 12-14-8. The City Council shall act upon the interim use permit within sixty (60) days from the date of submission of a complete application unless an extension has been provided pursuant to Minnesota Statutes 15.99. Approval of a request shall require a Cquf fifts three-fifths (3/5) vote of the entire City Council. Amendment 5 12-2-2: Definitions: Street: A public or private roadway or roadway easement intended to be used for the passage or travel by vehicles, pedestrians, bicyclists and related maintenance activities. Streets may be local, collector, or arterials as defined by the Comprehensive Plan. (Amended Ord. 314, 10-4-2005). Amendment 6 11-4-10: Geotechnical Report: 8 soil t-�Tes, mottled soil elevations or- highest antieipated water- table, existing groundwater- elevation, and soil bo -in mss to a minimum depth of 20 feet. (Amended 9/18,/07 Ord. 355) The subdivider shall submit a geotechnical report prepared by a licensed geotechnical engineer. The submitted report shall include: any site-specific recommendations, SCS soil types and depths, boring logs with actual (not assumed) elevations, seasonal high-water mark (used to determine minimum allowable low floor elevations), and any other pertinent information required by the City Engineer. A minimum of one (1) soil boring is required at the building pad location. The minimum depth of the soil boring is twenty (20) feet, or as approved by the City Engineer. If unsuitable soils are encountered below minimum depth, continue boring to two (2) feet below suitable soil elevation or to a maximum depth of twenty-five (25) feet. Amendment 7 CHAPTER 1 A SPLITTING LOTS, PARCELS OR TRACTS OF LAND GENERALLY SECTION: 13-1A-1: Definition 13-1A-2: Minimum Lot Requirements 13-1-3: Frequency Of Splitting Lots 13-1A-4: Application For Lot Split 13-1A-5: Fees 13-1A-6: Review And Reeenffnendations 13-1A-7: Variances 13-1A-8: Compliance With Provisions 13-1A-9: Application And Term Of Provisions; Conflicts 13 -IA -10: Enforcement And Penalty 13-1A-1: DEFINITION: A "lot split" is any division of a lot, parcel, or tract of land into not more than two (2) parcels when both divided parcels meet or exceed the minimum requirements for platted lots in the applicable zoning district. (Amended Ord. 40,8-16-1977) 13-1A-2: MINIMUM LOT REQUIREMENTS: No lot, parcel or tract of land shall be divided unless the resultant lots have at least the minimum width, depth and square footage as required for any parcel of land in the zoning district wherein the lot is located. (Amended Ord. 40, 8-16-1977) 13-1A-3: FREQUENCY OF SPLITTING LOTS: No owner may utilize this method of land division on any parcel more than one time in any three (3) year period. A three (3) year waiting period for a lot split is required on all lots, parcels or tracts from the date they were created by previous lot splits under this chapter. (Amended Ord. 40, 8- 16-1977) A. Exceptions. A lot split may be applied for within the three (3) year waiting period provided the following conditions are met: 1. The property owner has owned the property for more than five years. 2. A one year waiting period shall be required between splits. 3. A maximum of three lots shall be created including the original lot. 4. City infrastructure and utilities such as sanitary sewer, storm sewer, water main and streets are in place. 5. Grading, drainage and erosion control plans shall be prepared that properly address how drainage will be handled on the site as well as the affect on adjacent properties to the satisfaction of the City. (Amended 431, 10-15-13) 13-1A-4: APPLICATION FOR LOT SPLIT: The applicant shall provide the following information: A. The scale and north direction. B. Dimensions of the property. C. Names and locations of adjacent streets. D. Location of existing buildings on and within one hundred feet (100') of subject property. E. Current zoning and legal description. F. Sufficient proof that the lot has not been split within the last three (3) years. G. Such other information as may be required to fully represent the intent of the lot split. (Amended Ord. 40, 8-16-1977) 13 -IA -5: FEES: All applicable fees shall be paid as required by the City of Andover Fee Schedule. 13-1A-6: REVIEW AND RECOMMENDATIONS: 2See of ,hcen+inn 9 J_Z(_ of thio GE)de. 91MAXWEAMP-M. MIN 13-1A-6: REVIEW AND RECOMMENDATIONS: 2See of ,hcen+inn 9 J_Z(_ of thio GE)de. W WIN A. Review of Lot Split: The City Administrator or their designee shall have the authority to administratively approve lot split applications which meet the minimum requirements established by the Andover City Code and accept dedication of easements required by the City Code or the City Engineer on behalf of the City Council. The City Administrator or their designee shall also have the authority to administratively deny lot split applications which do not meet the minimum requirements established by the Andover City Code. -E.B. Record Of Lot Split: The lot split, together with a certified copy of the resolution, shall thereafter be filed with the County Recorder's office. E.C. Time Limit On Implementing Lot Split: If the City Council determines that the MMOF INNIM MAW IT W WIN A. Review of Lot Split: The City Administrator or their designee shall have the authority to administratively approve lot split applications which meet the minimum requirements established by the Andover City Code and accept dedication of easements required by the City Code or the City Engineer on behalf of the City Council. The City Administrator or their designee shall also have the authority to administratively deny lot split applications which do not meet the minimum requirements established by the Andover City Code. -E.B. Record Of Lot Split: The lot split, together with a certified copy of the resolution, shall thereafter be filed with the County Recorder's office. E.C. Time Limit On Implementing Lot Split: If the City Council determines that the A. Review of Lot Split: The City Administrator or their designee shall have the authority to administratively approve lot split applications which meet the minimum requirements established by the Andover City Code and accept dedication of easements required by the City Code or the City Engineer on behalf of the City Council. The City Administrator or their designee shall also have the authority to administratively deny lot split applications which do not meet the minimum requirements established by the Andover City Code. -E.B. Record Of Lot Split: The lot split, together with a certified copy of the resolution, shall thereafter be filed with the County Recorder's office. E.C. Time Limit On Implementing Lot Split: If the City Council determines that the conditions of approval are not met within twelve (12) months, the lot split will be null and void. (Amended Ord. 40, 8-16-1977) 13-1A-7: VARIANCES: Variances from the requirements of this title, Title 11: Subdivision Regulations, and Title 12: Zoning Regulations, may be granted by the City Council as provided in City Code 12 14-7 12-15-9, except that any variance request shall be made as a part of the lot split approval process. (Amended Ord. 407, 6-21-11) 13-1A-8: COMPLIANCE WITH PROVISIONS: A. The effect of this chapter shall not work to preclude compliance with utilities hookup, payment of levied and pending assessments, and performance of any other requirements of the ordinances of the city. B. The owner, or agent of owner, of any parcel shall not divide any lot or parcel for the purpose of sale, transfer, or lease with the intent of evading the provisions of this chapter. C. The owner, or agent of owner, of any parcel shall not sell or otherwise convey said parcel with the intent of evading the provisions of this chapter or circumventing attempts to plat acreage or otherwise subdivide tracts of land within the city. (Amended Ord. 40, 8-16-1977) 13-1A-9: APPLICATION AND TERM OF PROVISIONS; CONFLICTS: A. This chapter shall apply to and govern the entire city during the period for which it is in effect. This chapter, during its effective period, shall replace and supersede provisions in all other ordinances and regulations applicable to the city which are in conflict or inconsistent with the provisions herein. All ordinances and provisions therein which are not in conflict with the terms and conditions of this chapter shall continue in full force and effect. 13-1A-10: ENFORCEMENT AND PENALTY: Any person, firm or corporation violating any of the provisions of this chapter shall be guilty of a misdemeanor and, upon conviction thereof, shall be punished as defined by state law. The lot splitting not in accordance with the requirements of this chapter may be enforced by mandamus, injunction, or any other appropriate remedy in any court of competent jurisdiction. (Amended Ord. 40, 8-16-1977) 11-1-5: EASEMENTS TO BE DEDICATED: C. Necessity of Easement Determined: In the case where the land subdivision is to be approved administratively and the city determines that an easement is necessary as stated in this section, the City Engineer shall Getmeil shall aet on the s4ro determine the need and extent of the easement to be dedicated. The subdivider shall furnish the City with all easements found to be necessary by the City Engineer Wil. Amendment 8 CHAPTER 6 MANUFACTURED HOME PARKS; MOBILE HOMES; SACRED COMMUNITIES AND MICRO -UNIT DWELLINGS SECTION: 9-6-1: Purpose 9-6-2: Definitions 9-6-3: Manufactured Home Park Standards 9-6-4: Covenants And Bylaws 9-6-5: Temporary Mobile Homes 9-6-6: Sacred Communities and Micro -Unit Dwellings 9-6-67: Exemptions From Provisions 9-6-78: Violation; Penalties 9-6-1: PURPOSE: The purpose of this chapter is to allow manufactured home parks in permitted zoning districts in the city with appropriate design and site requirements. (Amended Ord. 201, 2-18-1997) 9-6-2: DEFINITIONS: The following words and terms shall have the following meanings in this chapter: DWELLING UNIT: A residential building or portion thereof intended for occupancy by a family and it shall include manufactured homes. MANUFACTURED HOME: A dwelling unit, transportable in one or more sections, that is eight feet (8) or more in width or forty feet (40) or more in length, or when erected on site complies with the minimum floor area requirements as stated in the zoning ordinances, and which is built on a permanent chassis and designed to be used as a dwelling with or without a permanent foundation when connected to the required utilities, and includes the plumbing, heating, air conditioning, and electrical systems contained therein; except, that the term includes any structure which meets all the requirements and with respect to which the manufacturer voluntarily files a certificate required by the Secretary of the United States Department of Housing and Urban Development and complies with the standards See section 12-2-2 of this code, definition of "manufactured home". established under the Minnesota State Building Code. MANUFACTURED HOME PARK: Any premises (minimum acreage 20 acres, which is contiguous) that has facilities (public sewer and public water) to accommodate more than one occupied manufactured home on a parcel of land and is properly zoned for such use. MICRO UNIT: A mobile residential dwelling providing permanent housing within a sacred community that meets the requirements established by Minnesota State Statute. SACRED COMMUNITY: A residential settlement meeting the requirements established by Minnesota State Statute that is located on or contiguous to the grounds of a religious institution's primary worship location primarily for the purpose of providing permanent housing for the following groups of individuals as defined by Minnesota State Statute: chronically homeless persons, extremely low-income persons, and designated volunteers. UNIT: A section of ground in a manufactured home park that meets the minimum lot area per dwelling unit and other minimum requirements as stated in the zoning ordinance and complies with all other requirements as stated in this chapter. No more than one manufactured home shall be placed on any single lot or unit. (Amended Ord. 201, 2-18- 1997; amd. 2003 Code) 9-6-3: MANUFACTURED HOME PARK STANDARDS: A manufactured home park plan shall show and comply with the platting ordinance which establishes regulations and procedures for the subdivision and platting of land in the city 1 and all other applicable city ordinances. The manufactured home park plan shall also include and comply with the following site requirements and design standards: A. Minimum Setback Requirements: 1. Minimum distance between manufactured homes is thirty feet (30'). 2. Where a manufactured home park abuts a commercial, industrial or residential zoning district, there shall be a setback of at least one hundred feet (100') that shall be landscaped and maintained (landscaping and design to be approved by City Council). ' See title 11 of this code. B. Decks And Patios: A concrete patio (4 inch thickness) or deck shall be constructed on the ground not less than five feet (5') from each manufactured home. The patio or deck shall not be less than two hundred (200) square feet in area. C. Landscaping: 1. At least one tree shall be placed and maintained on each lot (tree type and location to be approved by the city). 2. Each lot shall be sodded and maintained with grass with the exception of areas covered by the home, patios, sidewalks, decks, parking areas and off street parking areas. D. Access, Parking And Garages: 1. An off street parking area of at least two hundred twenty (220) square feet and a garage (minimum 220 square feet) shall be provided for each manufactured home lot. The parking area shall be asphalt or concrete and meet city construction and design standardsl. 2. Two (2) or more parking areas (guest/overflow parking) shall be provided in the manufactured home park. One space for each manufactured home lot shall be provided. 3. Each manufactured home shall have driveway access to a street. E. Screening Of Refuse Containers: All refuse containers that are shared by the residents in the park shall be screened from view of adjacent properties and roads by a wood fence or other material approved by the city. F. Enclosed Storage Of Boats And Trailers: All boats and trailers located in the park shall be stored within enclosed structures. G. Parks/Open Space: A minimum of ten percent (10%) of the total manufactured home park shall be devoted to park and recreation and/or open space. (Amended Ord. 201, 2-18-1997) H. Facility Buildings: Each manufactured home park shall contain one or more enclosed facility buildings with space devoted to office, emergency services shelter (basement), laundry, sanitary and recreational facilities. The building shall be designed to accommodate at least fifteen (15) square feet of space per manufactured home lot, but in no case shall the building be less than two thousand five hundred (2,500) square feet. (Amended Ord. 201, 2-18-1997; amd. 2003 Code) See chapter 3 of this title. 9-6-4: COVENANTS AND BYLAWS: The owner of the manufactured home park shall furnish a copy of covenants, restrictions and bylaws of the manufactured home park to the city. (Amended Ord. 201, 2-18-1997) 9-6-5: TEMPORARY MOBILE HOMES: The Building Official may issue a permit for a mobile home to be placed on a single-family residentially zoned lot outside the Metropolitan Urban Service Area only when the principal structure has been damaged by a disaster. The mobile home shall be used for temporary dwelling purposes and shall be removed from the residential lot within one hundred eighty (180) days from the date the permit was issued. (Amended Ord. 201, 2-18-1997) 9-6-6: SACRED COMMUNITIES AND MICRO -UNIT DWELLINGS: Micro -units must comply with the requirements established by Minnesota State Statute and with the City's setback requirements for manufactured homes. This includes meeting all applicable setbacks for the zoning district in which sacred communities are located and having a minimum distance between micro -units of thirty feet (30'). 9-6-67: EXEMPTIONS FROM PROVISIONS: The provisions contained in this chapter shall not apply to manufactured homes or travel trailers that are used for office space by construction companies or firms while in the process of working on projects approved by the city. Such units shall not be allowed to be utilized for the purposes of habitation and shall be allowed for a period not to exceed six (6) months. (Amended Ord. 201, 2-18-1997; amd. 2003 Code) 9-6--78: VIOLATION; PENALTIES: Any person who violates any provision of this chapter shall be guilty of a misdemeanor and shall be subject to applicable fines and imprisonment defined by state law. In addition to the penalties imposed by this chapter, the city may exercise, with or separately from such penalties, all and any other legal and equitable remedies then available to the city by this chapter, or by statute, or by other ordinance of the city, or by applicable rules or regulations, to enforce this chapter, including, without limitation, injunction. (Amended Ord. 201, 2-18-1997) City Code 12-2-2: Definitions SACRED COMMUNITY: A residential settlement meeting the requirements established by Minnesota State Statute that is located on or contiguous to the grounds of a religious institution's primary worship location primarily for the purpose of providing permanent housing for the following groups of individuals as defined by Minnesota State Statute: chronically homeless persons, extremely low-income persons, and designated volunteers CHAPTER 11 RESIDENTIAL PERMITTED, PERMITTED ACCESSORY, CONDITIONAL, INTERIM AND PROHIBITED USES P — Permitted Use R-1 Single Family Rural M-1 Multiple Dwelling Medium Density PA — Permitted Accessory Use R-2 Single Family Estate M-2 Multiple Dwelling High Low Density C — Conditional Usei R-3 Single Family Suburban M-3 Multiple Dwelling High Density I — Interim Use R-4 Single Family Urbana M-2 PUD — Planned Unit Development R-5 Single Family Medium Low Density X — Prohibited Use RR Single F ily Rural Reserve If Use Not Specifically Listed or Provided for Elsewhere in the City Code, It Is Prohibited Uses Zo ing Districts ANIMALS RR R-1 R-2 R-3 R-4 R-5 M-1 M-2 M-3 Animal Therapy Facility -on properties larger than five acres in size C C C C X X X X X Commercial animal training (2.5 -acre minimum residential lot size C C C C X X X X X Commercial riding stables C C X X X X X X X Dog kennel license - Private (2.5 -acre minimum lot size required) in compliance with C C C C C C C C C City Code 5 -IA Dog kennel license - Commercial (minimum 2.5 -acre lot size) in compliance with City Code C C C C C X X X X 5 -IA Domestic animals in compliance with City Code Title 5 PA PA PA PA PA PA PA PA PA Farm animals up to 5 per acre, plus one additional farm animal per acre above 5 acres on residential properties 5 acres or greater up P P P P X X X X X to a maximum of 20 animals' and definition under City Code 12-2 Farm animals greater than allowed as a permitted use on residential properties 5 acres or greater in compliance with City Code Title 54 C C C C X X X X X and definition under City Code 12-2 Feedlots, except Anoka Independent Grain and Feed Inc. which is a permitted use that predates X X X X X X X X X the adoption of this ordinance. Pleasure/recreation animals on residential properties at least 2.5 acres in size in compliance with City Code Title 5 and PA PA PA PA PA X X X X definition under City Code 12-2 Poultry on residential properties with neither municipal sewer or water in compliance with City Code Title 5 and definition under City P P P P X X X X X Code 12-2 Roosters on residential properties 5 acres or greater in size with neither municipal sewer or water in compliance with City P P P P X X X X X Code Title 5 and definition under City Code 12-12 DWELLINGS RR R-1 R-2 R-3 R-4 R-5 M-1 M-2 M-3 Accessory Dwelling Unit (ADU) C C X X X X X X X Manufactured homes and modular homes located in manufactured home parks. X X X X X X PUD PUD PUD Multiple dwellings X X X X X X PUD PUD PUD Relocated dwelling units in compliance with City Code 9-11 C C C C C C C C C Single-family residential buildings detached P I P P I P I P I PUD PUD PUD PUD Single-family residential buildings (attached) and townhouses X X X X X X PUD PUD PUD Sacred Communities meeting Minnesota State Statute and City Code re uirements.s P P P P P P P P P Temporary Family Health Care Facility X X X X X X X X X Two-family home conversions (splits) in compliance with City Code 12-8-1 X X X X X X C C C HOME OCCUPATIONS RR R-1 R-2 R-3 R-4 R-5 M-1 M-2 M-3 Home occupations within principal structure in compliance with City Code 12-9 PA PA PA PA PA PA PA PA PA Home occupations in accessory structure on a parcel of land three (3) acres or larger utilizing an accessory structure and/or exterior storage in I I I I I I I I I compliance with City Code 12-9 Barbershops and beauty salons I I I I I I I I I Bed and breakfast I I I I I X X X X Boarders or roomers, up to two persons, by a resident family, with no private cooking PA PA PA PA PA PA PA PA PA facilities Cabinet making/wood working (home occupation) in compliance with City Code 12-9 I I X X X X X X X Commercial greenhouse I I I I X X X X X Daycare Centers- Home Occupation (12 or fewer children P P P P P P P P P Daycare Centers -Home Occupation (13 or more children P P P P P P P P P Daycare Facility -Group Family P P P P P P P P P Farm Wineries subject to City Code 12-9-12 I I I I X X X X X Group Homes as regulated by State Statute P P P P P P P P P Office in compliance with City Code 12-9 PA PA PA PA PA PA PA PA PA Therapeutic massage establishment (as a home occupation offering on site massage services) as regulated by chapter 9 of this title and title 3, I [ I I I I I I I chapter 6 SCHOOLS RR R-1 R-2 R-3 R-4 R-5 M-1 M-2 M-3 K-12 Schools P P P P P P X X X Post -secondary Schools C C C C C C X X X Schools exceeding height maximum up to 45 feet in height C C C C C C X X X Subordinate Classroom Structures (when located on a licensed Primary and/or Secondary I I I I I I I I I schoolproperty) Subordinate Classroom Structures (when located on a property where there is a religious I I I I I I I I I institution as the principal use UTILITIES RR R-1 R-2 R-3 R-4 R-5 M-1 M-2 M-3 Private utilities (gas, electric, phone, cable, etc.) in Compliance with City Code 8-2 P P P P P P P P P Private utility structures and/or uses (electrical transmission lines, gas pipelines, etc. C C C C C C C C C Public utility uses for local services P P P P P P P P P OTHER RR R-1 R-2 R-3 R-4 R-5 M-1 M-2 M-3 Agricultural uses- rural (outside MUSA bounds only) P P P P X X X X X Agricultural uses- urban P P P P P P P P P Antennas in excess of thirty-five feet (35') in height in compliance with City Code 9-12 C C C C C C C C C Buildings (Principal) exceeding height maximum subject to City Code 12-3-5 C C C C C C C C C Bulk fuel storage (tanks greater than 1,000 - gallon storage capacity) in compliance with C C X X X X X X X City Code 12-8-5 Campgrounds, gun clubs and ranges, archery ranges, racetracks C C X X X X X X X Cemeteries C C C C C C C C C Daycare centers within legally conforming i religious institutions and schools. PA PA PA PA PA PA PA PA PA Daycare centers within subordinate classroom structures. X X X X X X X X X Religious Institution C C C C C C X X X Clubs and lodges C C C C C C C C C Crafts and antique businesses in buildings designated as historical sites by a county, state, X X X X X X X X X or nationally recognized historical organization Garages and Accessory Structures in compliance with City Code 12-6 PA PA PA PA PA PA PA PA PA Golf courses and driving ranges C C C C C C C C C Highway construction materials (temporary processingand storage) I I I I I I I I I Marinas C C C C C C C C C Mixed-use commercial space integrated within a legally conforming multi -family structure containing 100 or more dwelling units. Said commercial space shall not exceed 20% of the foundation area of the multi -family structure. X X X X X X X C X All commercial uses shall be as regulated by the requirements of the SC - Shopping Center zoning district. Publicly owned and operated property except as P P P P P P P P P herein amended Resorts C C C C C X X X X Solar Energy Systems (ground mounted) subject to Citv Code 9-15 PA PA X X X X X X X Solar Energy Systems (roof mounted) subject PA PA PA PA PA PA PA PA PA to City Code 9-15 Swimming pools and recreation areas or structures PA PA PA PA PA PA PA PA PA Uses which may be detrimental to the health, safety, and welfare of persons residing or X X X X X X X X X working in the vicinity. Wind Energy Conservation Systems (WECS) as defined in and in compliance with Title 9, C C C C C C C C C Chapter 13 of this code. WECS are prohibited on WDE site. Activities involving the storage, utilization or manufacture of materials or products such as X X X X X X X X X TNT or dynamite. Notes: 1. Conditional use permits for uses not listed herein shall not be granted except where the city council determines that said uses are similar in character to those listed herein. Within any of the following districts, no land or structure shall be used for the following uses by districts except by conditional use permit and in accordance with the criteria as stated in subsection 12-15-7 of this title. 2. Private sewer and water systems shall only be permitted on every other lot, or no more frequently than one private system for each forty thousand (40,000) square feet where large lots are established. This shall not apply to lots of record at the time this title is adopted. On each new plat, the lots are to be developed in accordance with this chapter and shall be so designated. 3. Private sewer and water systems shall only be permitted to replace systems on existing lots when municipal sewer and water is not available. (Amended Ord. 314, 10-4-2005) 4. Farm operations in existence on April 18, 2006 are exempt from this provision. See also City Code 12-4-4. 5. Sacred settlements are required to be located on or contiguous to the grounds of a religious institution's primary worship location. CHAPTER 11 COMMERCIALANDUSTRIAL PERMITTED, PERMITTED ACCESSORY, CONDITIONAL, INTERIM AND PROHIBITED USES P — Permitted Use NB — Neighborhood Business PA — Permitted Accessory Use SC — Shopping Center C — Conditional Use' GB — General Business I — Interim Use I - Industrial PUD — Planned Unit Development NB X — Prohibited Use GB If Use Not Specifically Listed or Provided for Elsewhere in the CityCode It Is Prohibited Uses Zoning Districts AUTO RELATED USES NB SC GB I Automobile service stations in compliance with City Code 12-124 C3 C2 C C Car wash automated X C X X Car wash self service X X P P Car wash, accessory to automobile service station X P P P School bus terminal X X X P Transportation terminals or motor freight terminals X X X X Vehicle sales new in Compliance with City Code 3-8 X X C C Vehicle sales used in Compliance with City Code 3-8 X X C C LIQUOR NB SC GB I Liquor licenses in compliance with City Code 3-1 C6 C C C Liquor License, On -Sale Wine in compliance with City Code 3-1 C C C C Liquor stores, off -sale in compliance with City Code 3-1 C6 C C X RETAIL TRADE AND SERVICES NB SC GB I Adult use business as defined in Title 3, Chapter 7 of the City Code X X C C Barbershops and beauty salons P P P X Campgrounds, gun clubs and ranges, archery ranges, racetracks X X X X Christmas tree sales I I I I Commercial recreation, indoors P P P P Commercial recreation outdoors C C C C Commercial riding stables X X X X Crematorium in compliance with definition under City Code 12-2 X X C C Daycare centers Commercial P P P P Daycare centers(drop in PA PA PA PA Drive in businesses or businesses with a drive through window C C C C Dry Cleaning Processing (Amended Ord. 323, 2-7-2006) in compliance with definition under City Code 12-2 X X C C Financial institutions P P P P Hotels and motels C C C C Lumberyard X X X C Medical and dental clinics P P P P Medical clinic - continuous operation C C C C Mortuaries and funeral homes without crematorium P P P P Pawnbrokers- as defined in Title 3, Chapter 4 of the City Code X C C C Precious metal dealers -as defined in City Code 3-4 X C C C Professional studios P P P P Recreational vehicle, boat, and marine equipment sales X P P P Rental businesses (Equipment) I I P P Repair services as defined in City Code 12-2 P P P P Resorts X X X X Restaurants/cafes P P P P Restaurant with live entertainment X C C X Retail trade and services P P P C Secondhand goods dealers as defined in Title 3, Chapter 4 of this code X C C C Theaters Indoors X P P P Theaters Outdoors X X X X Veterinary clinics no outside pens or animal storage) C C P P SCHOOLS NB SC GB I K-12 X X X X Post -Secondary Schools C C C C Schools exceeding height maximum up to 45 feet in height C C C C STORAGE NB SC GB I Bulk fuel storage (tanks greater than 1,000 -gallon storage capacity) in compliance with City Code 12-8-2 C C C C Highway construction materials (temporary processing and storage) in compliance with City Code 12-16 compliance I I I I Mini storage indoor storage only) X X C C Outdoor display, storage, and sales C C C C Outdoor display, storage, and sales- during. operating hours only C C C C Tires - Exterior storage of waste tires X X X X Tires - Interior storage of more than eight 8 waste tires C C C C Toxic waste storage X X X X UTILITIES NB SC GB I Private utilities as, electric, phone, cable, etc. in Compliance with City Code 8-2 P P P P Private utility structures and/or uses electrical transmission lines gas pipelines, etc. C C C C Public utility uses for local service P P P P OTHER NB SC GB I Any incidental repair, processing, and storage necessary to conduct a permitted commercial or industrial principal use but not to exceed thirty percent (30%) of the floor area space of the principal building. PA PA PA PA Antennas in excess of thirty-five feet (35') in height in compliance with City Code 9- 12 C C C C Buildings (Principal) exceeding height maximum subject to City Code 12-3-5 C C C C Contractors' Shops and Storage Yards5 C5 X P P Religious Institution X C C X Sacred Communities meeting Minnesota State Statute and City Code requirements. P P P P Clubs and lodges X X P X Continuous operation of a business P P X4 XQ Excavation (Mining) greater than 400 cubic yards when no building permit has been issued in compliance with City Code 12-13 I I I I Golf courses and driving ranges X X X X Group Homes as regulated by State Statute X X X X Junkyards X X X X Land Reclamation in compliance with City Code 12-13 I I I I Landfills X X X X Manufacturing X X P P Marinas X X X X Offices P P P P Publicly owned and operated property except as herein amended P P P P Research laboratories X X P P Swimming pools and recreation areas or structures PA PA PA PA Uses which may be detrimental to the health, safety, and welfare of persons residing or working in the vicinity X X X X Wholesale businesses X X P P Wind Energy Conversion Systems (WECS)-as defined in and in compliance with Title 9, Chapter 13 of this code. WECS are prohibited on WDE site. C C C C Solar Energy Systems (ground mounted) X X X X Solar Energy Systems (roof mounted) PA PA PA PA Activities involving the storage, utilization or manufacture of materials or products such as TNT or dynamite. I I I I Notes: 1. Conditional use permits for uses not listed herein shall not be granted except where the city council determines that said uses are similar in character to those listed herein. Within any of the following districts, no land or structure shall be used for the following uses by districts except by conditional use permit and in accordance with the criteria as stated in subsection 12-15-6D of this title. 2. Provided a minimum of twenty-five thousand (25,000) square feet of retail floor space is constructed, except as otherwise approved as part of a Planned Unit Development. 3. After a minimum of two thousand (2,000) square feet of retail floor space is constructed, provided the site is two (2) acres or larger. 4. Sec 12-2-2 for definitions of "Continuous Operation and Non -continuous Operation". From November 15th to January 1st continuous operation will be allowed in the General Business and Industrial Zoning District. 5. Contractors' Shops and Storage Yards within NB — Neighborhood Business districts shall be located on properties outside of the Metropolitan Urban Service Area (MUSA) boundary. 6. Provided the use is located within a contiguous NB -Neighborhood Business District that is at least 5 -acres in size. (Amended Ord. 552,5-2-23) 7. Sacred settlements are required to be located on or contiguous to the grounds of a religious institution's primary worship location. All other Titles, Chapters, and Sections of the City Code shall remain as written and adopted by the Andover City Council. Adopted by the City Council of the City of Andover this 7th day of May 2024. ATTEST: CITY OF ANDOVER: Michelle Hartner, City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. XX SUMMARY AN ORDINANCE ORDAINING AMENDMENTS TO CITY CODE TITLE 12: ZONING REGULATIONS, TITLE 13: PLANNING AND DEVELOPMENT, TITLE 11: SUBDIVISION REGULATIONS, AND TITLE 9: BUILDING REGULATIONS STATUTORY AUTHORIZATION AND POLICY Statutory Authorization This ordinance amendment is adopted pursuant to the authorization and policies contained in Minnesota Statute 412. Policy The purpose of the Ordinance is to protect the public health, safety, morals and welfare of residents of the City of Andover. The amendments address issues of clarity, consistency and relevance in the City Code relative to fence height, reapplication after denial for variance requests, access drives, interim use permit approval requirements, street setbacks, soil boring requirements for subdivision, administrative lot splits, and sacred settlements. GENERAL PROVISIONS AND DEFINITIONS Jurisdiction The provisions of this ordinance shall apply to the City of Andover. Enforcement The City Administrator or his/her designee shall have the authority to enforce the provisions of this ordinance. Interpretation Interpretation of the provisions of this ordinance shall be held to be the minimum requirements and shall be liberally construed in the favor of the governing body. A printed copy of this ordinance is available for inspection by any person during regular hours of the City Clerk. Adopted by the City Council of the City of Andover on this 7th day of May, 2024. ATTEST: CITY OF ANDOVER Michelle Hartner, City Clerk Sheri Bukkila, Mayor Q LMCLEAGUE 0 MINNESOTA CITIES Focus on New Laws: Sacred Settlements September 5, 2023 Beginning Jan. 1, 2024, cities must allow faith communities to site micro units on religious property to house chronically homeless individuals, extremely low-income individuals, and volunteers. During the 2023 legislative session, the Legislature passed a bill authorizing religious institutions beginning Jan. 1, 2024, to site micro -unit dwellings on religious institution property. It also requires cities to permit sacred settlements of micro units either via a permitted use or conditional use. The bill was signed into law as Chapter 53 in 2023 Session Law. The language can be found in Chapter 53, Article 11, Section 57. Micro -unit eligibility Micro -unit dwellings within sacred settlements are intended to provide an additional means for faith communities to serve chronically homeless individuals, designated volunteers, and extremely low-income individuals in accordance with their religious vocations. • An individual who meets the definition of being chronically homeless is someone who is unhoused and lives or resides in a place not meant for human habitation, a safe haven, or in an emergency shelter for at least one year, or on at least four separate occasions in the last three years. • An individual who meets the definition of being extremely low income has an income that is equal to or less than 30% of the area median income. • A designated volunteer is an individual who has not experienced homelessness and is approved by the religious institution to live in the sacred settlement as their sole form of housing. • The language defines a religious institution to include a church, synagogue, mosque, or religious organization organized under Minnesota Statutes Chapter 315. Micro -unit requirements There are myriad of requirements and minimum standards in the statutory language that address both the standards for the micro units themselves as well as requirements and restrictions for faith communities that chose to establish a sacred settlement of micro units on their religious property. Under the new law, micro units must meet certain building requirements and standards to be allowed for placement in a sacred settlement on religious property. All micro units must be built to the requirements of the American National Standards Institute (ANSI) Code 119.5, which includes standards for heating, electrical, fire, and life safety. Additionally, micro units are subject to inspection for compliance with statutory standards and must meet the following minimum requirements: • Be no more than 400 gross square feet. • Be built on a permanent chassis and anchored to pin foundations with engineered fasteners. • Have exterior material compatible in composition, appearance, and durability to materials used in standard residential construction. • Meet minimum framing standards and insulation ratings for doors and windows and include a dry, compostable, or plumbed toilet meeting Minnesota Pollution Control Agency rules. • Include smoke and carbon monoxide detectors and comply with municipal setback requirements if established by ordinance or be set back on all sides by at least 10 feet if no ordinance exists. • Have access to water and electric utilities either by connecting the units to the principal building or by providing access to permanent common kitchen facilities and common facilities for toilet, bathing, and laundry consistent with boarding house requirements under Minnesota Rules, part 1305.2902. Minimum standards for settlements In addition to the requirements for individual units, the law establishes minimum standards for the religious institution's operation of the settlement itself, which will be important to reference if a city choses to permit settlements and units via a conditional use permit to ensure compliance. Minimum standards for settlements include: • Appropriate level of insurance and have between one-third and 40% of the micro units occupied by designated volunteers. • Adherence to all laws governing landlord and tenants under Minnesota Statutes Chapter 504B. • A written plan provided to the city in which the settlement is approved by the religious institution's governing board that includes: • Plans for disposal of water and sewage if not plumped and septic tank drainage if plumped units are not connected to the primary worship location's system. • Adequate parking, lighting, and access to units by emergency vehicles. • Protocols for security and addressing conduct within the settlement as well as safety protocols for severe weather. • Authorization by a municipality as either a permitted use or conditional use without the application of additional standards not included in the bill. Further considerations The League recommends that cities be in communication with the religious institutions in Additionally, consider specific parameters in a conditional use permit or ordinance to ensure compliance for micro units and sacred settlements that are outlined in statute leading up to the effective date of Jan. 1, 2024. The League will continue to closely monitor the impacts of this language and continue to help provide guidance to cities on this new law. Read more news articles Your LMC Resource Daniel Lightfoot IGR Representative & Federal Relations Manager (651) 281-1295 or (800) 925-1122 dli h foot@lmc.org Sec. 57. [327.30] SACRED COMMUNITIES AND MICRO -UNIT DWELLINGS. Subdivision 1. Definitions. (a) For the purposes of this section, the following terms have the meanings given. (b) Chronically homeless" means an individual who: (1) is homeless and lives or resides in a place not meant for human habitation, a safe haven, or in an emergency shelter; (2) has been homeless and living or residing in a place not meant for human habitation, a safe haven, or in an emergency shelter continuously for at least one year or on at least four separate occasions in the last three years; and (3) has an adult head of household, or a minor head -of -household if no adult is present in the household, with a diagnosable substance use disorder, serious mental illness, developmental disability, post-traumatic stress disorder, cognitive impairments resulting from a brain injury, or chronic physical illness or disability, including the co -occurrence of two or more of those conditions. (c) "Designated volunteers" means persons who have not experienced homelessness and have been approved by the religious institution to live in a sacred community as their sole form of housing. (d) "Extremely low income" means an income that is equal to or less than 30 percent of the area median income, adjusted for family size, as estimated by the Department of Housing and Urban Development. (e) "Micro unit" means a mobile residential dwelling providing permanent housing within a sacred community that meets the requirements of subdivision 4. (f) "Religious institution" means a church, synagogue, mosque, or other religious organization organized under chapter 315. (g) "Sacred community" means a residential settlement established on or contiguous to the grounds of a religious institution's primary worship location primarily for the purpose of providing permanent housing for chronically homeless persons, extremely low-income persons, and designated volunteers that meets the requirements of subdivision 3. Subd. 2. Dwelling in micro units in sacred communities authorized. Religious institutions are authorized to provide permanent housing to people who are chronically homeless, extremely low-income, or designated volunteers, in sacred communities composed of micro units subject to the provisions of this section. Each religious institution that has sited a sacred community must annually certify to the local unit of government that it has complied with the eligibility requirements for residents of a sacred community in this section. Subd. 3. Sacred community requirements. (a) A sacred community must provide residents of micro units access to water and electric utilities either by connecting the micro units to the utilities that are serving the principal building on the lot or by other comparable means, or by providing the residents access to permanent common kitchen facilities and common facilities for toilet, bathing, and laundry with the number and type of fixtures required for an R-2 boarding house under Minnesota Rules, part 1305.2902. Any units that are plumbed shall not be included in determining the minimum number of fixtures required for the common facilities. (b) A sacred community under this section must: (1) be appropriately insured; (2) have between one-third and 40 percent of the micro units occupied by designated volunteers; and (3) provide the municipality with a written plan approved by the religious institution's governing board that outlines: (i) disposal of water and sewage from micro units if not plumbed; (ii) septic tank drainage if plumbed units are not hooked up to the primary worship location's system; (iii) adequate parking, lighting, and access to units by emergency vehicles; (iv) protocols for security and addressing conduct within the settlement; and (v) safety protocols for severe weather. (c) Unless the municipality has designated sacred communities meeting the requirements of this section as permitted uses, a sacred community meeting the requirements of this section shall be approved and regulated as a conditional use without the application of additional standards not included in this section. When approved, additional permitting is not required for individual micro units. (d) Sacred communities are subject to the laws governing landlords and tenants under chapter 5046. Subd. 4. Micro unit requirements. (a) In order to be eligible to be placed within a sacred community, a micro unit must be built to the requirements of the American National Standards Institute (ANSI) Code 119.5, which includes standards for heating, electrical systems, and fire and life safety. A micro unit must also meet the following technical requirements: (1) be no more than 400 gross square feet; (2) be built on a permanent chassis and anchored to pin foundations with engineered fasteners; (3) have exterior materials that are compatible in composition, appearance, and durability to the exterior materials used in standard residential construction; (4) have a minimum insulation rating of R-20 in walls, R-30 in floors, and R-38 in ceilings, as well as residential grade insulated doors and windows; (5) have a dry, compostable, or plumbed toilet or other system meeting the requirements of the Minnesota Pollution Control Agency, Chapters 7035, 7040, 7049, and 7080, or other applicable rules; (6) have either an electrical system that meets NFPA 70 NEC, section 551 or 552 as applicable or a low voltage electrical system that meets ANSI/RVIA Low Voltage Standard, current edition; (7) have minimum wall framing with two inch by four inch wood or metal studs with framing of 16 inches to 24 inches on center, or the equivalent in structural insulated panels, with a floor load of 40 pounds per square foot and a roof live load of 42 pounds per square foot; and (8) have smoke and carbon monoxide detectors installed. (b) All micro units, including their anchoring, must be inspected and certified for compliance with these requirements by a licensed Minnesota professional engineer or qualified third -party inspector for ANSI compliance accredited pursuant to either the American Society for Testing and Materials Appendix E541 or ISO/IEC 17020. (c) Micro units that connect to utilities such as water, sewer, gas, or electric, must obtain any permits or inspections required by the municipality or utility company for that connection. (d) Micro units must comply with municipal setback requirements established by ordinance for manufactured homes. If a municipality does not have such an ordinance, micro units must be set back on all sides by at least ten feet. EFFECTIVE DATE. This section is effective January 1, 2024. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Administrator Administrator's Report May 7, 2024 Administration & Department Heads present at the meeting will provide a brief verbal update on various items of interest to the City Council and to the residents at the meeting. Listed below are a few areas of interest: 1. City Department Activities 2. Update on Development/CIP Projects 3. Meeting reminders Upon receipt of the meeting packet, if a member of the Council would like an update on a particular item, please notify me so an adequate update can be made.