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Home My WebLink AboutCC - May 3, 20221685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, May 3, 2022 Call to Order — 7:00 p.m. Pledge of Allegiance Recess to Board of Review (continued from April 18, 2022) a. Discuss/Consider Appellant Appeals Open from April 18, 2022 b. Close Board of Review Reconvene Regular City Council Meeting — Tuesday, May 3, 2022 Resident Forum Agenda Approval 2. Approval of Minutes (4/18/22 Board of Review; 4/19/22 Regular) Consent Items 3. Approve Payment of Claims — Finance 4. Approve Plans & Specs/Order Ad for Bids/22-18, Pine Hills North & South Parking Lot Paving/22-26, City Hall Parking Lot Reconstruction/22-29, Oak Bluff Park Basketball Court/22-32, Veterans Memorial Blvd. NW Parking Area/22-22, Dog Park Parking Lot & Trail Paving — Engineering 5. Approve JPA For Reconstruction of CSAH 7 at 1431 Avenue (Added Traffic Signal) in Andover and Anoka/21-45B —Engineering 6. Approve Resolution -Authorizing the sale of Winslow Cove 2' Add'n Lot 5 Block 3— Administration 7. Approve 2023-2025 Urban County Requalification for participation in CDBG and HOME Programs - Administration 8. Adopt Resolution Setting Annual Income Level for Senior Citizen and Disabled Individuals for Deferral of Assessments and Reduced Sewer Rates —Administration 9. Approve Appointment — Maintenance Worker —Administration 10. Approve Full-time Deputy Fire Chief Recruitment—Administration 11. Accept Proposals/Authorize Lease Negotiation/Community Center Concessions —Administration Discussion Items 12. Consider Rezoning Request — Rezone Property From R-1: Single Family Rural to R-4: Single Family Urban — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) - Planning 13. Consider Conditional Use Permit (CUP) / Planned Unit Development (PUD) Request — Nightingale Villas — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) - Planning 14. Consider Preliminary Plat Request — Nightingale Villas — PIN 22-32-24-24-0017 — Tamarack Land - Nightingale Villas, LLC (Applicant) - Planning Staff Items 15. Administrator's Report —Administration Mayor/Council Input Adjournment 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.AN DOVE RM N.GOV TO: Mayor and City Council CC: Jim Dickinson, City Admini FROM: Michelle Hartner, Deputy City Clerk SUBJECT: Approval of Minutes DATE: May 3, 2022 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration, and submitted for City Council approval: April 18, 2022 April 19, 2022 DISCUSSION The minutes are attached for your review. ACTION REQUIRED Board of Review Regular The City Council is requested to approve the above minutes. Respectfully submitted, Michelle Hartner Deputy City Clerk Attach: Minutes 0 I 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 ANDOVER BOARD OF REVIEW APRIL 18, 2022 —MINUTES The Annual Board of Review was called to order by Mayor Pro Tem Jamie Barthel at 7:00 p.m., Monday, April 18, 2022, at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Councilmembers present: Ted Butler, Valerie Holthus and Randy Nelson Councilmember absent: Mayor Sheri Bukkila Appointed Alternate Board Member: Jim Dickinson, City Administrator Also Present: Jason Dagostino, Anoka County Residential Supervisor James Hughes, Anoka County Commercial Appraiser Jake Stenzel, Anoka County Residential Appraiser Mayor Pro Tem Barthel read the public notice and reviewed the guidelines for the meeting. Mr. Dagostino indicated value notices were sent out March 22"d and 132 phone calls were received from residents. In 2021, 4 calls were received. Overall values are up an average of 23% in Anoka County. Mr. Dagostino indicated a majority of the calls were concerns regarding the valuation. Mr. Dagostino stated there were 550 sales in Andover during the 12 month sales study. He explained they follow the market; the values are based on the market trend. Mr. Dagostino indicated two properties will be revisited for valuation and those properties need to be read into the minutes: • 28-32-24-34-0057 • 35-32-24-22-0086 From the sign -in sheet, Mr. Dagostino invited Mr. William Corn to the podium. William Corn, 3001 1515` Lane (21-32-24-31-0007) stated he does not agree with the 26% valuation increase of his property. He indicated he spoke with Mr. Stenzel and does not agree with the three comps that Mr. Stenzel used. Mr. Corn found his own comps closer to his home. He doesn't understand why his valuation is so high. Mr. Dagostino suggested he take a look at Mr. Corn's property. He explained the assessor's job is to make sure the property is fair market value. The property will be re-evaluated. 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 Andover Board of Review Meeting Minutes—April 18, 2022 Page 2 Councilmember Holthus asked if the value changes if on a cul-de-sac. Mr. Dagostino indicated it does, but there are many other factors to consider. Each one is looked at individually. Councilmember Nelson asked with interest rates rising and house sales slowing, will the values change. Mr. Dagostino stated the sales study for valuations is done October through September. Mr. Dagostino asked for the record to show the following eight parcels have been revisited and their valuations have changed: • 28-32-24-34-0057 $358,300 $341,700 • 09-32-24-44-0005 $359,600 $429,400 • 17-32-24-11-0017 $436,500 $402,700 • 27-32-24-33-0037 $427,600 $390,000 • 06-32-24-32-0009 $518,400 $497,500 • 35-32-24-21-0030 $481,800 $396,400 • 36-32-24-12-0074 $519,800 $502,600 • 23-32-24-21-0034 $446,400 $420,800 RECESS BOARD OF REVIEW Motion by Holthus, Seconded by Butler, to recess the Board of Review meeting until the May 3, 2022 Regular City Council Meeting. Motion carried 4 ayes and 1 absent (Bukkila). The meeting adjourned at 7:26 p.m. Respectfully submitted, Michelle Hartner Recording Secretary 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 REGULAR ANDOVER CITY COUNCIL MEETING — APRIL 19, 2022 MINUTES The Regular Bi -Monthly Meeting of the Andover City Council was called to order by Mayor Sheri Bukkila, April 19, 2022, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Councilmembers present: Valerie Holthus, Jamie Barthel, Ted Butler, and Randy Nelson Councilmembers absent: None Also present: City Administrator, Jim Dickinson Community Development Director, Joe Janish City Attorney, Scott Baumgartner Others PLEDGE OFALLEGL9NCE RESIDENT FORUM No one appeared before the Council. AGENDA APPROVAL Motion by Nelson, Seconded by Holthus, to approve the Agenda as presented. Motion carnes unanimously. APPROVAL OF MINUTES March 29, 2022 Workshop Meeting Minutes April 5, 2022 Regular Meeting Minutes Motion by Barthel, Seconded by Nelson, to approve the March 29, 2022 Workshop Meeting minutes and the April 5, 2022 Regular Meeting minutes as presented. Motion carries unanimously. Regular Andover City Council Meeting Minutes April 19, 2022 Page 2 1 CONSENT ITEMS 2 3 Item 2 Approve Payment of Claims 4 Item 3 Approve Resolution Revoking Accessory Dwelling Unit Conditional Use Permit - 4815 5 159`h Ave. NW (See Resolution R033-22) 6 Item 4 Approve Massage Therapist License 7 Item 5 Accept Contribution/Denny Madden/Andover YMCA Community Center (See 8 Resolution R034-22) 9 Item 6 Approve 2023 Budget Development Guidelines 10 Item 7 Receive March 2022 City Investment Reports 11 Item 8 Approve Park Exclusive Use Permit 12 13 Motion by Barthel, Seconded by Nelson, to approve the Consent Agenda as read. Motion carries 14 unanimously. 15 16 ANOKA COUNTYSHERIFF'S OFFICE MONTHLYREPORT 17 18 Commander Lenzmeier provided a monthly report for March 2022, reporting 963 calls for service 19 and 47 CSO calls. He reported 42 thefts for a year-to-date total of 104, an increase of 38 from last 20 year. He reported 32 misdemeanor arrests stating the thefts are related to the big box stores and 21 local businesses. He reported 3 DUIs and 29 traffic arrests. Commander Lenzmeier stated the 22 order was canceled for 7 squads and they are having difficulties with the fleet. He stated they 23 pulled the Dodge Durango's off the streets due to a lack of brake pads in the Country, a supply 24 chain issue. Commander Lenzmeier noted that Deputies are taking Use of Force Training and will 25 be going to Camp Ripley for additional training. Commander Lenzmeier stated a young boy, age 26 6, was lost and used a pay phone to call 911. 27 28 Councilmember Nelson thanked the Sheriff s Department for posting information online regarding 29 vaping and giving parents resources. 30 31 CONSIDER REPEALING EXISTING CITY CODE TITLE 12: ZONING REGULATIONS, 32 ADOPTING UPDA TED CITY CODE TITLE 12: ZONING REGULA TIONS AND SUMMAR Y 33 ORDINANCE FOR PUBLICATION— CITY OF ANDOVER (APPLICANT) 34 35 The City Council is requested to consider repealing existing City Code Title 12: Zoning 36 Regulations and adopt updated City Code Title 12: Zoning Regulations. Community Development 37 Director Janish explained the Code is changing to be consistent with the Comprehensive Plan. He 38 stated the amendments create new zoning districts and requirements within them. Mr. Janish Regular Andover City Council Meeting Minutes April 19, 2022 Page 3 1 reviewed the changes as presented in the staff report and previously discussed at Work Sessions. 2 3 Motion by Butler, Seconded by Barthel, to adopt Ordinance No. 531 repealing City Code Title 12: 4 Zoning Regulations Chapters 1 through 16 and replacing it with Title 12: Zoning Regulations 5 . Chapters 1 through 15 and Summary Ordinance for publication. Motion carried unanimously. 6 7 CONSIDER AMENDMENTS TO CITY CODE 4-1-2: PUBLICNUISANCES ENUMERATED 8 AND SUMMAR Y ORDINANCE FOR PUBLICATION - CITY OFANDO VER (APPLICANT) 9 10 The City Council is requested to consider amendments to City Code 4-1-2: Public Nuisances 11 Enumerated. Community Development Director Janish explained there were nuisances that were 12 deleted in Title 12 and moved to City Code 4-1-2 where all other nuisance regulations are. He 13 noted City Council and the Planning and Zoning Commission reviewed changes at workshops. 14 15 Motion by Nelson, Seconded by Barthel, to adopt Ordinance No. 532 amending City Code Title 16 4: Public Health and Safety, Chapter 1: Nuisances, Section 2: Public Nuisances Enumerated and 17 Summary Ordinance for publication. Motion carried unanimously. 18 19 CONSIDER REZONING REQUEST - REZONE PROPERTIES FROM GR: GENERAL 20 RECREATION TO R-4: SINGLE-FAMILY URBAN PARCEL ID NUMBERS 22-32-24-43- 21 0004, 22-32-24-43-0005, 22-32-24-43-0003, 22-32-24-43-0002 - CITY OF ANDOVER 22 (APPLICANT) 23 24 The City Council is requested to consider rezoning properties from GR: General Recreation to R- 25 4: Single Family Urban. Community Development Director Janish stated the City needs to rezone 26 properties due to the changes to zoning categories. He stated GR -General Recreation is being 27 eliminated and was only used for the property called Sunshine Park. He stated the zoning change 28 does not change the use of Sunshine Park. Mr. Janish stated the Planning and Zoning Commission 29 conducted a public hearing and received one email regarding the rezoning. Mr. Janish explained 30 the resident requested to have a park zoning for the Sunshine Park and staff has responded to the 31 resident. 32 33 Motion by Holthus, Seconded by Nelson, to adopt Ordinance No. 533 rezoning from GR: General 34 Recreation to R-4: Single -Family Urban - Parcel ID Numbers 22-32-24-43-0004, 22-32-24-43- 35 0005,22-32-24-43-0003,22-32-24-43-0002. Motion carried unanimously. 36 37 CONSIDER REZONING REQUEST - REZONE PROPERTY FROM LB: LIMITED 38 BUSINESS TO NB: NEIGHBORHOOD BUSINESS PARCEL ID NUMBER 33-32-24-13- Regular Andover City Council Meeting Minutes April 19, 2022 Page 4 1 0005 - CITY OF ANDOVER (APPLICANT) 2 3 The City Council is requested to consider rezoning property from LB: Limited Business to NB: 4 Neighborhood Business. Community Development Director Janish explained the LB: Limited 5 Business zoning district is being eliminated and will rezone the one property to NB: Neighborhood 6 Business. He stated it will match the surrounding properties and will not impact the operation of 7 the current business. Mr. Janish stated the Planning and Zoning Commission held a public hearing 8 and recommended approval. 9 10 Motion by Barthel, Seconded by Nelson, to adopt Ordinance No. 534 rezoning property from LB: 11 Limited Business to NB: Neighborhood Business - Parcel ID Number 33-32-24-13-0005. Motion 12 carried unanimously. 13 14 CONSIDER REZONING REQUEST - REZONE PROPERTIES FROM R-5: 15 MANUFACTURED HOUSING TO R-4: SINGLE-FAMILY URBAN - PARCEL ID 16 NUMBERS 30-32-24-41-0003 AND 29-32-24-32-0011- CITY OFANDOVER (APPLICANT) 17 18 The City Council is requested to consider rezoning properties from R-5: Manufactured Housing to 19 R-4: Single Family Urban. Community Development Director Janish explained there are two 20 properties without development opportunities and are protected wetland and flood plain. He stated 21 they will be rezoned to R-4: Single -Family Urban to match the surrounding area. Mr. Janish stated 22 the Planning and Zoning Commission held a public hearing and recommended approval. 23 24 Councilmember Barthel thanked City Staff and the Planning Commission for updating the City 25 Code and noted the background and behind the scenes work that went into the updates. 26 Councilmember Butler stated he appreciates the amount of time staff put into the Ordinance 27 updates. 28 29 Motion by Barthel, Seconded by Butler, to adopt Ordinance No. 535 rezoning properties from R- 30 5: Manufactured Housing to R-4: Single -Family Urban - Parcel ID Numbers 30-32-24-41-0003 31 and 29-32-24-32-0011. Motion carried unanimously. 32 33 ADMINISTRATOR'S REPORT 34 35 City Staff updated the Council on the administration and city department activities, legislative 36 updates, updates on development/CIP projects, and meeting reminders/community events. 37 38 (Administration) Mr. Dickinson stated the City is at 27 new home permits year to date. He stated Regular Andover City Council Meeting Minutes April 19, 2022 Page 5 1 the Building Department is getting many inquiries on sheds and garages. He explained the water 2 tower is being reconditioned and painted. Mr. Dickinson is participating in the Met Council 3 Regional Planning Group that is focusing on the 2050 Comprehensive Plan process. He said the 4 Met Council is listening to communities. Mr. Dickinson updated the Council on meetings he is 5 attending. Mr. Dickinson updated the Council on the MPCA and the Red Oaks neighborhood. He 6 stated funding is in the Governor's Bill and has made it through the House. Mr. Dickinson stated 7 Andover has seen a 23% increase in market value. Residents can contact the County Assessor or 8 Mr. Dickinson with questions. 9 10 (Community Development) Mr. Janish stated a lot of development is occurring in the Planning 11 Department. Code enforcement complaints are increasing. 12 13 MAYORICOUNCIL INPUT 14 15 (Joint Law Enforcement Subcommittee) Mayor Bukkila will be attending a Joint Law 16 Enforcement subcommittee on protecting infrastructure. She stated there is a bill in the State 17 Legislature looking at fencing. 18 19 ADJOURNMENT 20 21 Motion by Barthel, Seconded by Nelson, to adjourn. Motion carries unanimously. The meeting 22 adjourned at 7:41 p.m. 23 24 Respectfully submitted, 25 26 27 28 Shari Kunza, Recording Secretary 29 TimeSaver Off Site Secretarial, Inc. 30 Regular Andover City Council Meeting Minutes April 19, 2022 Page 6 REGULAR ANDOVER CITY COUNCIL MEETING MINUTES – APRIL 19, 2022 TABLE OF CONTENTS PLEDGE OF ALLEGIANCE......................................................................................................... 1 RESIDENTFORUM...................................................................................................................... 1 AGENDAAPPROVAL.................................................................................................................. 1 APPROVALOF MINUTES........................................................................................................... 1 CONSENTITEMS......................................................................................................................... 2 Item 2 Approve Payment of Claims............................................................................................ 2 Item 3 Approve Resolution Revoking Accessory Dwelling Unit Conditional Use Permit - 4815 159`h Ave. NW (R033-22)............................................................................................... 2 Item 4 Approve Massage Therapist License............................................................................... 2 Item 5 Accept Contribution/Denny Madden/Andover YMCA Community Center (R034-22) . 2 Item 6 Approve 2023 Budget Development Guidelines............................................................. 2 Item 7 Receive March 2022 City Investment Reports................................................................ 2 Item 8 Approve Park Exclusive Use Permit................................................................................ 2 ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT ................................................ 2 CONSIDER REPEALING EXISTING CITY CODE TITLE 12: ZONING REGULATIONS, ADOPTING UPDATED CITY CODE TITLE 12: ZONING REGULATIONS AND SUMMARY ORDINANCE FOR PUBLICATION — CITY OF ANDOVER (APPLICANT) (Ord. 53 1) ............................................................................................... 2 CONSIDER AMENDMENTS TO CITY CODE 4-1-2: PUBLIC NUISANCES ENUMERATED AND SUMMARY ORDINANCE FOR PUBLICATION - CITY OF ANDOVER (APPLICANT) (Ord. 532)............................................................................................... 3 CONSIDER REZONING REQUEST - REZONE PROPERTIES FROM GR: GENERAL RECREATION TO R-4: SINGLE-FAMILY URBAN PARCEL ID NUMBERS 22 -32- 24 -43-0004,22-32-24-43-0005,22-32-24-43-0003,22-32-24-43-0002 - CITY OF ANDOVER (APPLICANT) (Ord. 533).......................................................................... 3 CONSIDER REZONING REQUEST - REZONE PROPERTY FROM LB: LIMITED BUSINESS TO NB: NEIGHBORHOOD BUSINESS PARCEL ID NUMBER 33-32- 24-13-0005 - CITY OF ANDOVER (APPLICANT) (Ord. 534) .................................... 3 CONSIDER REZONING REQUEST - REZONE PROPERTIES FROM R-5: MANUFACTURED HOUSING TO R-4: SINGLE-FAMILY URBAN - PARCEL ID NUMBERS 30-32-24-41-0003 AND 29-32-24-32-0011- CITY OF ANDOVER (APPLICANT) (Ord. 535)............................................................................................... 4 ADMINISTRATOR'S REPORT.................................................................................................... 4 (Administration).............................................................................................................................. 4 (Community Development)............................................................................................................ 5 MAYOR/COUNCIL INPUT.......................................................................................................... 5 (Joint Law Enforcement Subcommittee)........................................................................................ 5 ADJOURNMENT........................................................................................................................... 5 ANLb 6 W 3. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Counciln CC: Jim Dickinson, City FROM: Lee Brezinka, Finan SUBJECT: Payment of Claims DATE: May 3, 2022 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. Claims totaling $256,753.51 on disbursement edit list #1-2 from 04/22/2022 to 04/29/22 has been issued and released. Claims totaling $43,939.00 on disbursement edit list #3 dated 05/03/2022 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 $300,692.51. 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: 04/20/2022 - 3:20PM Batch: 00422.04.2022 Invoice No Description Amount Payment Date Acct Number CITY O F NDOVERjjjj� Reference Vendor: Akerpoor AKER Doors, Inc. Chock Sequence: 1 ACH Enabled: False 23135 Hinges & Rollers 42.00 04/22/2022 0101-41930-61120 23138 Hinges & Rollers 136.00 04/22/2022 0101-41930-61120 Check Total: 178.00 Vendor: AmnonBU Amazon Capital Services Check Sequence: 2 ACH Enabled: False 114196382288186 Batteries 72.75 04/22/2022 2130-44000-61020 1NQ9-93P7-4XNF Disposable Cold Therapy Ice Packs 24.69 04/22/2022 2130-44000-61020 I WRT-DGH9-1 ON6 Floor Hockey Puck & Low Bounce Ball 58.81 04/22/2022 2130-44400-61020 Check Total: 156.25 Vendor: AndSrPty Andover Senior Party Assoc Check Sequence: 3 ACH Enabled: False 2022 2022 Andover Senior Class Party 866.00 04/22/2022 2320-41400-63005 Check Total: 866.00 Vendor: AnkCity City of Anoka Check Sequence: 4 ACH Enabled: False INV01208 Traffic Signal - Bunker &7th Ave 27.48 04/22/2022 0101-43400-62005 Check Total: 27.48 Vendor: AmhkeyT Archkey Technologies Check Sequence: 5 ACH Enabled: False 80291817923 Repair Paging System 2,760.00 04/22/2022 2130-44000-63105 Check Total: 2,760.00 Vendor: AspenMil Aspen Mills Check Sequence: 6 ACH Enabled: False 292079 Uniform for William Judd 264.15 04/22/2022 0101-42200-61305 292080 Uniform for Steve Wendlandt 258.15 04/22/2022 0101-42200-61305 Check Total: 522.30 AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Beacon Beacon Athletics LLC Check Sequence: 7 ACH Enabled: False 0547087-M Sparkle #6 Line Chalk 1,028.20 04/22/2022 010145000-61020 0548045 -BJ Dameline WHT RTU 5,137.00 04/22/2022 0101-45000-61020 Check Total: 6,165.20 Vendor: Bolton Bolton & Menk, Inc. Check Sequence: 8 ACH Enabled: False 0287315 Fields of Winslow Cove 8,636.50 04/22/2022 7200-00000-24203 0287316 Coon Creek Trunk Lift Station #I1 7,345.80 04/22/2022 4120-49300-63005 0287317 WM Improve/SW of WDE Landfill 600.00 04/22/2022 4120-49300-63005 Check Total: 16,582.30 Vendor: BSNSport BSN Sports Check Sequence: 9 ACH Enabled: False 916647268 Brute Nylon Basketball Nets 73.70 04/22/2022 0101-45000-61105 Check Total: 73.70 Vendor: CDW CDW Government, Inc. Check Sequence: 10 ACH Enabled: False V477690 HP Toner Collection 21.23 04/22/2022 0101-41420-61225 V545752 HDMI Monitors 287.56 04/22/2022 0101-41420-61225 Check Total: 308.79 Vendor: Cemerpt CenterPoint Energy Check Sequence: I I ACH Enabled: False 6402851185-1 2542138th Ave NW- Unit #2 83.81 04/22/2022 4520-49300-62015 Check Total: 83.81 Vendor: CentColl Century College Check Sequence: 12 ACH Enabled: False 999734 Live Burn Instructor Train the Trainer 275.00 04/22/2022 0101-42200-61315 999737 Live Bum Instructor Train the Trainer 275.00 04/22/2022 0101-42200-61315 Check Total: 550.00 Vendor: CenLink CenturyLink Check Sequence: 13 ACH Enabled: False 763 754-6713 Subway @ Community Center 54.65 04/22/2022 2130-44100-62030 Check Total: 54.65 Vendor: ChetsSho Chefs Shoes, Inc. Check Sequence: 14 ACH Enabled: False LLC15042 Safety Boots for Joe Kautzman 186.96 04/22/2022 5200-48200-61005 52634 Safety Boots for Mickey Grant 183.00 04/22/2022 0101-43100-61005 AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 369.96 Vendor: CintasOK Cintas Corp - Cintas Loc #16K Check Sequence: 15 ACH Enabled: False 4092898293 Floor Mat Rental 125.14 04/22/2022 5100-48100-62200 4096225801 Floor Mat Rental 70.55 04/22/2022 0101-41920-62200 4098906869 Floor Mat Rental 70.55 04/22/2022 0101-41920-62200 4115960674 Floor Mat Rental 38.25 04/22/2022 0101-41930-62200 4115960677 Uniforrn Cleaning & Shop Towels 93.58 04/22/2022 610048800-61020 4115960886 Uniform Cleaning 131.04 04/22/2022 OI01-43100-61020 4115960886 Uniform Cleaning 18.72 04/22/2022 010143300-61020 4115960886 Uniform Cleaning 74.86 04/22/2022 0101-45000-61020 4115960886 Unifomr Cleaning 18.72 04/22/2022 5100-48100-61020 4115960886 Uniform Cleaning 37.43 04/22/2022 5200-48200-61020 4116667231 Uniform Cleaning & Shop Towels 134.74 04/22/2022 6100-48800-61020 4116667370 Uniform Cleaning 131.04 04/22/2022 0101-43100-61020 4116667370 Uniform Cleaning 18.72 04/22/2022 0101-43300-61020 4116667370 Uniform Cleaning 74.86 04/22/2022 0101-45000-61020 4116667370 Uniform Cleaning 18.72 04/22/2022 5100-48100-61020 4116667370 Uniform Cleaning 37.43 04/22/2022 5200-48200-61020 Check Total: 1,094.35 Vendor: CintasCo Cintas Corporation Check Sequence: 16 ACH Enabled: False 5102647958 Service First Aid Cabinet 104.39 04/22/2022 2130-44000-61020 Check Total: 104.39 Vendor: Connex2 Connexus Energy Check Sequence: 17 ACH Enabled: False SORDOOOW2201045 Veterans Mem Blvd Pk Area 1,351.00 04/22/2022 4303-49300-63010 Check Total: 1,351.00 Vendor: Coremark Coremark Metals Check Sequence: 18 ACH Enabled: False 5272781 Hot Roller Steel Angle, Flat & Strip 516.62 04/22/2022 6100-48800-61020 Check Total: 516.62 Vendor: ComalCo Corval Constructors, Inc Check Sequence: 19 ACH Enabled: False 875534 Repair Boilers 894.00 04/22/2022 2130-44000-63105 Check Total: 894.00 Vendor: Divisi16 Division 16 Electric, LLC Check Sequence: 20 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 6369 Remove Flag Pole Light & Replace with LED Ca 908.48 04/22/2022 0101-41920-63105 6370 Labor & Material to Wire Well House 1,400.00 04/22/2022 5100-48100-63105 Check Total: 2,308.48 Vendor: ECM ECM Publishers, Inc. Check Sequence: 21 ACH Enabled: False 886345 Monthly Recycling Program 260.00 04/22/2022 0101-46000-63025 887151 April 26 PH 90.00 04/22/2022 0101-41500-63025 Check Total: 350.00 Vendor: EISysSol Electric Systems Solutions Check Sequence: 22 ACH Enabled: False 8091 Repair Siren 09 225.00 04/22/2022 0101-42400-63100 Check Total: 225.00 Vendor: EvergRec Evergreen Recycling LLC Check Sequence: 23 ACH Enabled: False 2816 Mattress Recycling 420.00 04/22/2022 0101-46000-63010 Check Total: 420.00 Vendor: ForceAm Force America Distributing LLC Check Sequence: 24 ACH Enabled: False 001-0026046 Credit on Wrong Price Items -183.64 04/22/2022 6100-48800-61020 001-1627386 Z Series Drawer Label Set 54.31 04/22/2022 6100-48800-61020 001-1627984 Misc. Supplies for Hose 737.34 04/22/2022 6100-48800-61115 Check Total: 608.01 Vendor: HenSebei Henry Schein, Inc. Check Sequence: 25 ACH Enabled: False 18823643 Naloxone SYR Needleless 269.74 04/222022 0101-42200-61020 18840759 Nitroglycerin Tabs 17.03 04/22/2022 0101-42200-61020 Check Total: 286.77 Vendor: HotsyEqu Hatay Minnesota Check Sequence: 26 ACH Enabled: False 12839 Parts for Units #20-390, #20-390A & #20-390B 506.18 04/22/2022 6100-48800-61115 12839 Labor for Units #20-390, #20-390A & #20-390B 129.00 04/22/2022 6100-48800-63135 12840 Parts for Units #16-347, 4348 8z 4316 531.38 04/22/2022 6100-48800-61115 12840 Labor for Units #16-347, #348 & 4316 129.00 04/22/2022 6100-48800-63135 Check Total: 1,295.56 Vendor: HydraSpe Hydraulic Specialty Cc Check Sequence: 27 ACH Enabled: False 090004987836 Misc. Stock 390.36 04/22/2022 6100-48800-61115 AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 390.36 Vendor: Indelco Indelco Plastics Corp. Check Sequence: 28 ACH Enabled: False IW320170 Misc. Water Supplies 3,272.38 04/22/2022 5100-48100-61135 Check Total: 3,272.38 Vendor: InstrRes Instrumental Research, Inc Check Sequence: 29 ACH Enabled: False 3976 March 2022 Total Coliform Testing 200.00 04/22/2022 5100-48100-63005 Check Total: 200.00 Vendor: InterBat Interstate All Battery Center Check Sequence: 30 ACH Enabled: False 1901202008063 Marine/RV Batteries 251.90 04/22/2022 5100-48100-61120 Check Total: 251.90 Vendor: JaniWood Janish Wood Products Check Sequence: 31 ACH Enabled: False Replace Lost Check Number 62372 1,220.00 04/22/2022 010141910-63105 Check Total: 1,220.00 Vendor: JRAdvanc JR's Advanced Recyclers Check Sequence: 32 ACH Enabled: False 106873 Recycling Appliances, Electronics & Bulbs 150.00 04/22/2022 0101-46000-63010 106874 Recycling Appliances & Electronics 375.00 04/22/2022 0101-46000-63010 106885 Recycling Appliances & Electronics 150.00 04/22/2022 0101-46000-63010 106886 Recycling Appliances, Electronics & Bulbs 150.00 04/22/2022 0101-46000-63010 106887 Recycling Appliances & Electronics 250.00 04/22/2022 0101-46000-63010 Check Total: 1,075.00 Vendor: KinectEG Kinect Energy Group Check Sequence: 33 ACH Enabled: False 342109/11171502 Community Center 15,015.88 04/22/2022 2130-44000-62015 342109/11171508 Public Works 2,953.12 04/22/2022 0101-41930-62015 Check Total: 17,969.00 Vendor: KnightLa Knight Law Office, PA Check Sequence: 34 ACH Enabled: False Escrow 4660 175th Ave - Lot Split 136.38 04/22/2022 7200-00000-24216 Check Total: 136.38 Vendor: LMNCIT League of Minnesota Cities Check Sequence: 35 ACH Enabled: False 000000114997 Deductible - City Plow Damaged Claimants Fen 2,500.00 04/22/2022 6200-48900-62105 AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 2,500.00 Vendor: LubrTech Lube -Tech Check Sequence: 36 ACH Enabled: False 2877594 Bulk ATFMD-3 617.90 04/22/2022 610048800-61115 2877605 Syn Gear Oil 75W90 1,288.73 04/22/2022 6100-48800-61115 2881843 Bulk Hydra424 Fluid 747.10 04/22/2022 6100-48800-61115 2882626 Credit Drum Deposit -60.00 04/22/2022 6100-48800-61115 Check Total: 2,593.73 Vendor: LustreCl Lustre Clean by Design Check Sequence: 37 ACH Enabled: False Mar & Apr Cleaning Interior Bldg @ 2527 BLB 310.00 04/22/2022 4520-49300-63105 Check Total: .310.00 Vendor: MacgEmer Macqueen Emergency Group Check Sequence: 38 ACH Enabled: False P06725 Diaphram Repair Kit for Units #4800 & #4821 509.48 04/22/2022 6100-48800-61115 P06789 Gauge Disc for Unit 94808 158.90 04/22/2022 6100-48800-61115 Check Total: 668.38 Vendor: Menards Menards Inc Check Sequence: 39 ACI4 Enabled: False 70062 Misc. Supplies 37.60 04/22/2022 0101-41920-61120 70111 Misc. Supplies 747.69 04/22/2022 0101-43100-61020 70146 Misc. Supplies 57.84 04/22/2022 0101-43100-61020 70189 Return Paint -71.94 04/22/2022 OI01-43100-61020 70190 Return Ratchet Strap & Screw Eye -53.98 04/22/2022 0101-43100-61020 70194 Misc. Supplies 112.22 04/22/2022 010143100-61020 70207 Misc. Supplies 37.94 04/22/2022 510048100-61005 70225 Misc. Supplies 34.95 04/22/2022 0101-43100-61020 70379 Misc. Tools 74.96 04/22/2022 0101-41600-61205 70693 Parts for Unit#17-136 43.72 04/22/2022 6100-48800-61115 70693 Misc. Supplies 70.45 04/22/2022 6100-48800-61020 Check Total: 1,091.45 Vendor: MetCounR Metro Council Wastewater Check Sequence: 40 ACH Enabled: False 0001138608 Industrial Capacity Charge 1,190.16 04/22/2022 510048100-62010 Check Total: 1,190.16 Vendor: MRCutEdg MR Cutting Edge Check Sequence: 41 ACH Enabled: False 4413 Ice Scraper Blade Sharpen 122.00 04/22/2022 2130-44300-61020 AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) - Page 6 Invoice No Description Amount Payment Date Acct Number Reference 122.00 Check Total: Vendor: MTIDist MTI Distributing Inc 1339288-00 Clutch Assembly Drive for Unit #565 Check Sequence: 42 Check Total: Vendor: GlantzN N.Glantz & Sons LLC 16596583-00 Omegabond for Fun Fest 949.19 Check Total: Vendor: OftDepot Office Depot 235690416001 PW Office Depot Supplies 235690416001 PW Office Depot Supplies 235690416001 PW Office Depot Supplies 235690416001 PW Office Depot Supplies 235690416001 PW Office Depot Supplies 235690416001 PW Office Depot Supplies Check Total: Vendor: OPUS21 OPUS 21 220308 March 2022 Utility Billing 220308 March 2022 Utility Billing 220308 March 2022 Utility Billing 220308 March 2022 Utility Billing 20.24 Check Total: Vendor: OReiAuto O'Reilly Auto Parts 3253-239793 Parts for Unit #6 3253-239834 Lift Supports 3253-239834 Filter Wrench 3253-239840 Air Filter 3253-239889 Air Filter for Unit #13-91 3253-239901 Return Lift Support 80.99 Check Total: Vendor: PrintCen Print Central 144782 Business Cards for Matt Cramton 122.00 Check Sequence: 42 ACH Enabled: False 949.19 04/22/2022 6100-48800-61115 949.19 Check Sequence: 43 ACH Enabled: False 316.51 04/22/2022 0101-43300-61030 316.51 Check Sequence: 44 ACH Enabled: False 8.67 04/22/2022 010143100-61005 5.79 04/22/2022 010143200-61005 20.24 04/22/2022 0101-45000-61005 4.05 04/22/2022 010146000-61005 14.47 04/22/2022 5100-48100-61005 27.77 04/22/2022 520048200-61005 80.99 Check Sequence: 45 ACH Enabled: False 1,816.49 04/22/2022 5100-48100-63010 2,038.32 04/22/2022 5200-48200-63010 1,983.83 04/22/2022 0101-43600-63010 2,856.95 04/22/2022 530048300-63010 8,695.59 Check Sequence: 46 ACE Enabled: False 35.84 04/22/2022 6100-48800-61115 73.72 04/22/2022 6100-48800-61115 23.98 04/22/2022 6100-48800-61205 14.94 04/22/2022 6100-48800-61115 14.94 04/22/2022 6100-48800-61115 -73.72 04/22/2022 6100-48800-61115 89.70 Check Sequence: 47 ACH Enabled: False 65.00 04/22/2022 510048100-61005 AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 8 Check Total: 65.00 Vendor: RESPEC RESPEC Check Sequence: 48 ACH Enabled: False INV -0322-9I4 2021 On Site Support 357.50 04/22/2022 520048200-63005 Check Total: 357.50 Vendor: RICCAR Riccar Check Sequence: 49 ACH Enabled: False 2022-586 Complete Installation of LG Ductless Mini Split 7,535.00 04/22/2022 5100-48100-63105 2022-617 Replace Blower Motor @ Well House #7 495.00 04/22/2022 5100-48100-63100 Check Total: 8,030.00 Vendor: RockMill Rock Mills Enterprises Check Sequence: 50 ACH Enabled: False 13184 Wire Harness (Plus) 30' 193.50 04/22/2022 5300-48300-61145 Check Total: 193.50 Vendor: S&Sind S & S Industrial Supply Check Sequence: 51 ACH Enabled: False 323012 Misc. Hardware 35.41 04/22/2022 0101-43100-61020 Check Total: 35.41 Vendor: SafeFast Safe -Fast, Inc. Check Sequence: 52 ACH Enabled: False INV259419 Hoodies & Jackets 937.86 04/22/2022 0101-43200-61020 Check Total: 937.86 Vendor: SafetyKI Safety-Kleen Check Sequence: 53 ACH Enabled: False 88636208 3-G Parts Washer Service - Solvent 481.46 04/22/2022 6100-48800-63005 Check Total: 481.46 Vendor: SchGryAu Schelen Gray Auto & Electric Check Sequence: 54 ACH Enabled: False 223770 Parts for Unit #09-589 95.95 04/22/2022 6100-48800-61115 Check Total: 95.95 Vendor: SherwinW Sherwin Williams Co. Check Sequence: 55 ACH Enabled: False 7969-2 Paint 482.37 04/22/2022 2130-44300-61020 Check Total: 482.37 Vendor: WoldSW SW Wold Construction, Inc. Check Sequence: 56 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 1093 Escrow 1093 168th Ave NW - Driveway Escrow 5,000.00 04/22/2022 7200-00000-24204 Monthly Cell Phone Service 162.69 Check Total: 5,000.00 9904037227 Monthly Cell Phone Service 329.82 Vendor: Timesave Timesaver 9904037227 Monthly Cell Phone Service Check Sequence: 57 ACH Enabled: False M27229 City Council Meeting 381.00 04/22/2022 0101-41100-63005 0101-41600-62030 M27229 Park & Recreation Meeting 154.00 04/22/2022 010145000-63005 9904037227 M27229 Planning Commission Meeting 154.00 04/22/2022 0101-41500-63005 Monthly Cell Phone Service 86.22 Check Total: 689.00 9904037227 Monthly Cell Phone Service 491.60 Vendor: TotalCon Total Control Systems, Inc 9904037227 Monthly Cell Phone Service Check Sequence: 58 ACH Enabled: False 10161 Tower #2 Recond & Paint 5,493.00 04/22/2022 2110-46500-63010 0101-43300-62030 10162 New Rosemount Mag Meters @ Well #6 & #7 1,069.50 04/22/2022 5100-48100-63115 9904037227 Monthly Cell Phone Service Check Total: 6,562.50 6100-48800-62030 9904037227 Monthly Cell Phone Service Vendor: TCFlag Twin Cities Flag Source, Inc 5100-48100-62030 9904037227 Check Sequence: 59 ACH Enabled: False 36260 USA Flags 189.20 04/22/2022 2130-44000-61020 Check Total: 189.20 Check Sequence: 61 ACH Enabled: False Vendor: Verizon Verizon Wireless Check Sequence: 60 ACH Enabled: False 9904037227 Monthly Cell Phone Service 62.61 04/22/2022 0101-41200-62030 9904037227 Monthly Cell Phone Service 162.69 04/22/2022 0101-42300-62030 9904037227 Monthly Cell Phone Service 329.82 04/22/2022 2130-44000-62030 9904037227 Monthly Cell Phone Service 52.61 0422/2022 0101-41500-62030 9904037227 Monthly Cell Phone Service 285.27 04/22/2022 0101-41600-62030 9904037227 Monthly Cell Phone Service 57.61 04/22/2022 0101-41400-62030 9904037227 Monthly Cell Phone Service 346.28 04/22/2022 0101-42200-62030 9904037227 Monthly Cell Phone Service 86.22 04/22/2022 0101-41420-62030 9904037227 Monthly Cell Phone Service 491.60 04222022 0101-45000-62030 9904037227 Monthly Cell Phone Service 163.64 04/22/2022 5200-48200-62030 9904037227 Monthly Cell Phone Service 81.22 04/222022 0101-43300-62030 9904037227 Monthly Cell Phone Service 374.69 04/22/2022 0101-43100-62030 9904037227 Monthly Cell Phone Service 130.88 04/22/2022 6100-48800-62030 9904037227 Monthly Cell Phone Service 363.83 0422/2022 5100-48100-62030 9904037227 Monthly Cell Phone Service 41.21 0422/2022 010141910-62030 Check Total: 3,030.18 Vendor: WalterRR Walters Recycling & Refuse Inc Check Sequence: 61 ACH Enabled: False 6056396 Recycling Center 831.08 04/22/2022 010146000-63010 6084451 04/22 Rental Property Garbage Service 331.64 04/22/2022 4520-49300-62020 AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 6084726 Recycling Center 3,064.95 04/22/2022 0101-46000-63010 Check Total: 4,227.67 Vendor: WasMgmt2 Waste Management - Blaine Check Sequence: 62 ACH Enabled: False 9132697-0500-4 03/22 Garbage Service @ City Hall 178.17 04/22/2022 0101-41910-62020 9132703-0500-0 PW Garbage Disposal 245.65 04/22/2022 010141930-62020 9132703-0500-0 PW Garbage Disposal 193.93 04/22/2022 010145000-62020 9132703-0500-0 PW Garbage Disposal 853.29 04/22/2022 010146000-62020 9132706-0500-3 03/22 Garbage Service @ FS#2 130.92 04/22/2022 010141920-62020 9132707-0500-1 03/22 Garbage Service @ FS#1 129.96 04/22/2022 0101-41920-62020 9134821-0500-8 04/22 Garbage Service @ FSO 219.46 04/22/2022 0101-41920-62020 Check Total: 1,951.38 Total for Check Run: 113,604.32 Total of Number of Checks: 62 AP -Computer Check Proof List by Vendor (04/20/2022 - 3:20 PM) Page 10 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 04/28/2022 - 11:56AM Batch: 00427.04.2022 ACITY OF Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3M 3M Check Sequence: 6 ACH Enabled: False Check Sequence: 1 ACH Enabled: False 9416174040 3M Controltac Graphic Film with Comply Adhe: 595.18 04/29/2022 010143300-61030 1,858.00 Check Total: 595.18 Bolton & Monk, Inc. Vendor: ActivNwk Active Network, LLC Andover Village 2,407.50 Check Sequence: 2 ACH Enabled: False 4100174345 ACTIVENet - Annual Subscription 3,540.00 04/29/2022 2130-44300-62305 4100174345 ACTIVENet- Annual Subscription 3,540.00 04/29/2022 2130-44400-62305 Check Total: 7,080.00 Vendor: Am=nBu Amazon Capital Services Check Sequence: 3 ACH Enabled: False ICYY-46TW-TXKJ Razor Ergonomic Wrist Rest 9.99 04/29/2022 0101-41420-61225 1K33-HQV V-7QVL Sclizo Retractable Badge ID Card Holder 57.96 04/29/2022 010141420-61005 Check Total: 67.95 Vendor: AnderEar Earl F. Andersen, Inc. Check Sequence: 4 ACH Enabled: False 0129240 -IN 3506 -HIP -LR -Drill -Kite' Boards w/Hip Sheetin; 1,424.20 04/29/2022 0101-43300-61030 Check Total: 1,424.20 Vendor: AndFunFe Andover Fun Fest Check Sequence: 5 ACH Enabled: False Fun Fest 2022 2 Booths for City Council & Commissions 130.00 04/29/2022 010141100-61020 AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 1 Check Total: 130.00 Vendor: AnkC001 Anoka Cc Treasurer Check Sequence: 6 ACH Enabled: False ECO20422A 2022 Economic Dev Cost Share 1,858.00 04/29/2022 211046500-63010 Check Total: 1,858.00 Vendor: Bolton Bolton & Monk, Inc. Check Sequence: 7 ACH Enabled: False 0287314 Andover Village 2,407.50 04/29/2022 7200-00000-24203 AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 1,484.51 ACH Enabled: False ACH Enabled: False ACH Enabled: False Vendor: CMTDiver Check Total: 2,407.50 Check Sequence: 11 ACH Enabled: False Vendor: BmckWhi Brack White Company, LLC 1,257.88 04/29/2022 Check Sequence: 8 15381202-00 Sprayer Red 3.5 Gal Dripless 231.15 04/29/2022 0101-43100-61125 3921 Check Total: 231.15 04/29/2022 010141920-63010 Vendor: Catalyst Catalyst 306.80 04/29/2022 Check Sequence: 9 30907 May - June 2022 Andover Newsletter 1,828.00 04/29/2022 0101-41210-63030 Check Total: 1,828.00 Vendor: CintasGK Cintas Corp - Cintas Loc #16K Check Sequence: 10 1902783210 Jacket Liners 132.35 04/29/2022 610048800-61020 1902809767 Jackets 149.24 04/29/2022 6100-48800-61020 4092898206 Floor Mat Rental 35.75 04/29/2022 0101-41930-62200 4108428867 Uniform Cleaning & Shop Towels 134.74 04/29/2022 6100-48800-61020 4108429081 Unifomt Cleaning 137.24 04/29/2022 010143100-61020 4108429081 Uniform Cleaning 19.62 04/29/2022 010143300-61020 4108429081 Uniform Cleaning 78.40 04/29/2022 0101-45000-61020 4108429081 Uniform Cleaning 19.61 04/29/2022 5100-48100-61020 4108429081 Uniform Cleaning 39.20 04/29/2022 5200-48200-61020 4109787019 Uniform Cleaning 137.24 04/29/2022 010143100-61020 4109787019 Uniform Cleaning 19.62 04/29/2022 0101-43300-61020 4109787019 Uniform Cleaning 78.40 0429/2022 0101-45000-61020 4109787019 Uniform Cleaning 19.61 04/29/2022 5100-48100-61020 4109787019 Uniform Cleaning 39.20 04/29/2022 5200-48200-61020 4117342853 Floor Mat Rentla 38.25 04/29/2022 0101-41930-62200 4117342864 Uniform Cleaning & Shop Towels 93.58 04/29/2022 6100-48800-61020 4117342885 Floor Mat Rental 40.08 04/29/2022 010141910-62200 4117342949 Uniform Cleaning 127.12 04/292022 0101-43100-61020 4117342949 Uniform Cleaning 18.17 04/29/2022 0101-43300-61020 4117342949 Uniform Cleaning 72.61 04/29/2022 0101-45000-61020 4117342949 Uniform Cleaning 18.17 04/29/2022 510048100-61020 4117342949 Uniform Cleaning 36.31 04/29/2022 5200-48200-61020 Check Total: 1,484.51 ACH Enabled: False ACH Enabled: False ACH Enabled: False Vendor: CMTDiver CMT Janitorial Services Check Sequence: 11 ACH Enabled: False 3921 Monthly Cleaning Service 1,257.88 04/29/2022 0101-41910-63010 3921 Monthly Cleaning Service 1,043.12 04/29/2022 010141930-63010 3921 Monthly Cleaning Service 460.20 04/29/2022 010141920-63010 3921 Monthly Cleaning Service 306.80 04/29/2022 6100-48800-63010 AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 3,068.00 Vendor: Colonial Colonial Life & Accident Check Sequence: 12 ACH Enabled: False 71567060501067 May 2022 Premium - E7156706 78.75 04/29/2022 0101-00000-21210 71567060501067 May 2022 Premium - E7156706 204.66 04/29/2022 7100-00000-21218 Check Total: 283.41 Vendor: MNDOT Commissioner of Transportation Check Sequence: 13 ACH Enabled: False Registration for ADA Construction Certification 75.00 04/29/2022 0101-41600-61315 Check Total: 75.00 Vendor: DehnOil Dehn Oil Company Check Sequence: 14 ACH Enabled: False 91561 Unleaded Fuel 3,360.50 04/29/2022 6100-48800-61045 91562 Diesel Fuel 11,737.50 04/29/2022 6100-48800-61050 Check Total: 15,098.00 Vendor: EnvEquip Environmental Equipment Check Sequence: 15 ACH Enabled: False 22136 Flex Coupling Retrofit - Diesel for Unit #171 920.93 04/29/2022 6100-48800-61115 Check Total: 920.93 Vendor: FiveD Five D Industries, LLC Check Sequence: 16 ACH Enabled: False 2311 Pans for Unit 0134 Hotbox Insert 374.92 04/29/2022 6100-48800-61115 Check Total: 374.92 Vendor: Hld PDcn Health Partners Check Sequence: 17 ACH Enabled: False 111993769 May 2022 Premium 247.00 04/29/2022 6200-48900-63005 111993769 May 2022 Premium 2,672.82 04/29/2022 7100-00000-21218 111993769 May 2022 Premium 4,441.98 04/29/2022 0101-00000-21208 111993769 May 2022 Premium 70,310.52 0429/2022 0101-00000-21206 Check Total: 77,672.32 Vendor: HenSchei Henry Schein, Inc. Check Sequence: 18 ACH Enabled: False 19078905 Test Strips & Resuscitator W/Mask 123.66 04/29/2022 0101-42200-61020 Check Total: 123.66 Vendor: InterBat Interstate All Battery Center Check Sequence: 19 ACH Enabled: False 1901201010008 Batteries for Unit #06-164 439.80 04/29/2022 6100-48800-61115 AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 439.80 Vendor: ISTATE I -State Truck Center Check Sequence: 20 ACH Enabled: False C241370982:01 Element -Fuel Filters 95.18 04/29/2022 6100-48800-61115 Check Total: 95.18 Vendor: KraabeBr Brian Kraabcl Check Sequence: 21 ACH Enabled: False April - July 2022 Medical Reimbursement 680.40 04/29/2022 7100-00000-21218 Check Total: 680.40 Vendor: LegShiel Legal Shield Check Sequence: 22 ACH Enabled: False 31833 May 2022 Premium 135.60 04/29/2022 0101-00000-21219 Check Total: 135.60 Vendor: LubrTech Lube -Tech Check Sequence: 23 ACH Enabled: False 2894481 Bulk 5W30 Oil 1,910.40 04/29/2022 6100-48800-61115 Check Total: 1,910.40 Vendor: MacgEmer Macqueen Emergency Group Check Sequence: 24 ACH Enabled: False P06782 Gauge 118.57 04/29/2022 6100-48800-61115 P06808 Returned Gauge -118.57 04/29/2022 6100-48800-61115 P06856 Parts for Unit #4881 103.64 04/29/2022 6100-48800-61115 W04266 Parts for Unit #4821 128.11 04/29/2022 6100-48800-61115 W04266 Labor for Unit #4821 456.75 04/29/2022 6100-48800-63135 Check Total: 688.50 Vendor: MacQueen MacQueen Equipment Inc. Check Sequence: 25 ACH Enabled: False P41434 Warthog P16 2,048.47 04/29/2022 5200-48200-61140 P41466 Strap -Door Stop for Unit #4881 35.69 04/29/2022 6100-48800-61115 Check Total: 2,084.16 Vendor: MadNatlL Madison National Life Ins Co, Inc Check Sequence: 26 ACH Enabled: False 1494558/026986 May 2022 Premium for LTD 822.60 04/29/2022 0101-00000-21216 Check Total: 822.60 Vendor: MaileEnt Maile Enterprises, Inc. Check Sequence: 27 ACH Enabled: False 4' Red Hydrant Markers 877.09 04/29/2022 5100-48100-61110 AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 5 Check Total: 877.09 Vendor: Menards Menards Inc Check Sequence: 28 ACH Enabled: False 68896 Bulbs 39.24 04/29/2022 0101-41920-61120 70302 Misc. Supplies 30.21 04/29/2022 0101-41920-61120 70508 Graffiti Remover 44.45 04/29/2022 0101-45000-61025 70553 Tools 24.96 04/29/2022 0101-41910-61205 70555 Misc. Supplies 201.96 04/29/2022 010143100-61020 70556 Misc. Training Supplies 218.91 04/29/2022 010142200-61015 70566 Classic Post Mount Combo 60.99 04/29/2022 0101-43200-61105 70622 Elite Post Mount Standard & Foam/Chip Brush 63.18 04/29/2022 010143300-61020 70632 Green Treated Wood 101.00 04/29/2022 0101-43200-61105 70659 Misc. Supplies 89.47 04/29/2022 0101-45000-61105 70719 Misc. Supplies 283.88 04/29/2022 2130-44000-61020 70724 Concrete Mix & Studs 206.74 04/29/2022 010145000-61105 Check Total: 1,364.99 Vendor: MetCounR Metro Council Wastewater Check Sequence: 29 ACH Enabled: False 0001138826 Permit Fee 475.00 04/29/2022 5200-48200-63230 Check Total: 475.00 Vendor: MNEquipn Minnesota Equipment Check Sequence: 30 ACH Enabled: False P30426 Bars 48.99 04/29/2022 0101-43100-61205 P30428 Chain Saw 485.97 04/29/2022 0101-43100-61205 Check Total: 534.96 Vendor: MNLifeln Minnesota Life Insurance Company Check Sequence: 31 ACH Enabled: False 0034706/257465 May 2022 Premium 24.83 04/29/2022 0101-42200-60330 0034706/257465 May 2022 Premium 51.90 04/29/2022 0101-00000-21205 0034706/257465 May 2022 Premium 236.08 04/29/2022 7100-00000-21218 0034706/257465 May 2022 Premium 1,837.17 04/29/2022 0101-00000-21205 Check Total: 2,149.98 Vendor: Minutema Minuteman Press Check Sequence: 32 ACH Enabled: False 980839 Orange Electrical Labels 121.06 04/29/2022 0101-42300-63030 Check Total: 121.06 Vendor: GlantzN N.Glantz & Sons LLC Check Sequence: 33 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 16596752-00 Black Coroplast Sheet 80.56 04/29/2022 0101-43300-61030 Check Total: 80.56 Vendor: NCPERS NCPERS Group Life Ins Check Sequence: 34 ACH Enabled: False 312000052022 May 2022 Premium 160.00 04/29/2022 0101-00000-21205 312000052022 May 2022 Premium 16.00 04/29/2022 7100-00000-21218 Check Total: 176.00 Vendor: NoStSign North Star Signs & Engraving Check Sequence: 35 ACH Enabled: False 24605 Name Plate for Justin Kost 21.00 04/29/2022 0101-41600-61005 Check Total: 21.00 Vendor: OftDepot Office Depot Check Sequence: 36 ACH Enabled: False 239054137001 Office Supplies 18.39 04/29/2022 010142200-61020 239054919001 Office Supplies 49.42 04/29/2022 0101-42200-61020 239054920001 Office Supplies 31.49 04/292022 0101-42200-61020 Check Total: 99.30 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 37 ACH Enabled: False 3253-239898 Returned Air Filter -14.94 04/29/2022 6100-48800-61115 3253-240222 Battery 39.02 04/29/2022 6100-48800-61115 3253-240410 Fuel Filter 11.21 04/29/2022 6100-48800-61115 3253-240411 Brake Rotors & Ceramic Pads 279.98 04/29/2022 610048800-61115 3253-240413 Core Return -10.00 04/29/2022 6100-48800-61115 3253-240444 Lift Support for Unit #13-91 113.80 04/29/2022 6100-48800-61115 3253-240542 Oil Fllters 34.80 04/29/2022 6100-48800-61115 3253-241044 Oil FIlters 19.96 04292022 6100-48800-61115 3253-241048 Oil & Fuel Fllters 19.84 04/29/2022 6100-48800-61115 3253-241061 Refund Billing Error -19.96 04/292022 6100-48800-61115 3253-241450 Brake System for Unit #7 416.46 04/29/2022 6100-48800-61115 3253-241483 Brake Hose & Brake Line for Unit #7 53.62 04/29/2022 610048800-61115 3253-241498 Misc. Supplies 3.00 04/29/2022 6100-48800-61020 3253-241502 Brake Fluid 40.44 04/29/2022 6100-48800-61020 3253-241538 Battery for Unit #17-136 252.60 04/29/2022 6100-48800-61115 3253-241676 Absorbent 324.50 04/292022 610048800-61020 3253-241691 Oil Filters 22.52 04/292022 610048800-61115 3253-242007 Water Pump for Unit #6 35.65 0429/2022 610048800-61115 3253-242650 Light 21.57 04/29/2022 610048800-61020 3253-242668 Battery for Unit #T-554 29.93 04/29/2022 6100-48800-61115 AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 1,674.00 Vendor: PaceAnal Pace Analytical Services, LLC Check Sequence: 38 ACH Enabled: False 22100371933 Random Testing 330.00 04/29/2022 5100-48100-63005 Check Total: 330.00 Vendor: PrintCen Print Central Check Sequence: 39 ACH Enabled: False 144264 Post Card Private Well Mailer 229.55 0429/2022 5100-48100-63030 Check Total: 229.55 Vendor: RCMSpeci RCM Specialties Inc Check Sequence: 40 ACH Enabled: False 8392 Emulsion 1,486.16 04/29/2022 0101-43100-61125 Check Total: 1,486.16 Vendor: RoyalTi Royal Tire Inc Check Sequence: 41 ACH Enabled: False 305-159330 Tires for Unit #4881 254.43 04/29/2022 6100-48800-61115 305-159330 Labor for Unit #4881 405.00 04/29/2022 6100-48800-63135 Check Total: 659.43 Vendor: Shilnter SHI International Corp Check Sequence: 42 ACH Enabled: False B15112868 Barracuda Essential Subscription 3,864.00 04/29/2022 0101-41420-62305 Check Total: 3,864.00 Vendor: SteppMfg Stepp Mfg Check Sequence: 43 ACH Enabled: False 060852 Pans for Unit #18-180 175.79 04/29/2022 6100-48800-61115 Check Total: 175.79 Vendor: SterlTro Sterling Trophy Check Sequence: 44 ACH Enabled: False 29302 Trophies 751.50 04/29/2022 2130-44400-61055 Check Total: 751.50 Vendor: SuperVis Superior Vision Insurance Check Sequence: 45 ACH Enabled: False 0000624417 May 2022 Premium 135.60 04/29/2022 0101-00000-21222 0000624417 May 2022 Premium 10.93 04/292022 7100-00000-21218 Check Total: 146.53 AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Vendor: TotMechS Total Mechanical Services, Inc Check Sequence: 46 ACH Enabled: False PM4340 Preventative Maintenance Contract 1,225.00 04/29/2022 2130-44300-62300 53131 Repair Brine Tank Leak 440.00 04/29/2022 2130-44300-63105 53138 Performed Vibration Analysis 740.00 04/29/2022 2130-44300-63105 S3139 Installed aAmmonia Rated Pressure Gauge 317.50 04/29/2022 2130-44300-63105 Check Total: 2,722.50 Vendor: ToyotaLi Toyota -Lift of Minnesota Check Sequence: 47 ACH Enabled: False W302279 Parts for Unit #303 40.63 04/29/2022 6100-48800-61115 W302279 Labor for Unit #303 89.00 04/29/2022 6100118800-63135 W302280 CO Testing Unit #303 40.00 04/29/2022 610048800-61115 Check Total: 169.63 Vendor: TrusllnU Trust in Us Workplace Drug & Alcohol Testing Check Sequence: 48 ACH Enabled: False 93957 Non DOT Pre -Employment 55.00 04/29/2022 010141230-63005 Check Total: 55.00 Vendor: UhlCompa Uhl Company Check Sequence: 49 ACH Enabled: False 40029A Repair Wash Bay MUA 2,987.00 04/29/2022 6100-48800-63105 Check Total: 2,987.00 Vendor: USBankEq US Bank Equipment Finance Check Sequence: 50 ACH Enabled: False 470250549 Taskalfa 40031 Copier @ Public Works 186.79 04/29/2022 0101-41930-62200 Check Total: 186.79 Vendor: VoncoH Vonco Il, LLC Check Sequence: 51 ACH Enabled: False V20000067142 Street Sweeping 160.00 04/29/2022 010143100-63010 Check Total: 160.00 Vendor: WS&D Pet WS & D Permit Service, Inc Check Sequence: 52 ACH Enabled: False 2022-00709 Refund Permit - Work Not Done 72.00 04/29/2022 0101-42300-52185 Check Total: 72.00 AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 143,149.19 Total of Number of Checks: 52 AP -Computer Check Proof List by Vendor (04/28/2022 - 11:56 AM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 04/28/2022 - 1:47PM Batch: 00403.05.2022 Invoice No Description Amount Payment Date Acct Number Reference Vendor: AimElec AIM Electronics, Inc. Check Sequence: 1 ACH Enabled: False 43486 Daktronics Hockey/Gymnasium Scoreboards 11,425.00 05/03/2022 2130-44300-65300 Check Total: 11,425.00 Vendor: Demars Demars Signs Inc. Check Sequence: 2 ACH Enabled: False New Display @ Crosstown & Bunker 13,700.00 05/03/2022 2110-46500-63010 Check Total: 13,700.00 Vendor: TotalCon Total Control Systems, Inc Check Sequence: 3 ACH Enabled: False 10160 Well 5 VFD Replacement & Flowmeter 18,814.00 05/03/2022 5100-48100-63115 Check Total: 18,814.00 Total for Check Run: 43,939.00 Total of Number of Checks: 3 AP -Computer Check Proof List by Vendor (04/28/2022 - 1:47 PM) Page 1 AC I T Y O F ND OVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-89237-WW.AN DOVE RM N. GOV TO: Mayor and Council CC: Jim Dickinson, City Administrator FROM: David D. Berkowitz, Director oblit orks/City Engineer SUBJECT: Approve Plans & Specs/Order Ad for ds/22-18, Pine Hills North & South Parking Lot Paving/22-26, City Hall Parking Lot Reconstruction/22-29, Oak Bluff Park Basketball Court/22-32, Veterans Memorial Blvd. NW Parking Area/22-22, Dog Park Parking Lot & Trail Paving — Engineering DATE: October 5, 2021 INTRODUCTION The City Council is requested to approve final plans and specifications and order advertisement for bids for Projects 22-18, Pine Hills North & South Parking Lot Paving/22-26, City Hall Parking Lot Reconstruction/22-29, Oak Bluff Park Basketball Court/22-32, Veterans Memorial Blvd. NW Parking Area/22-22, Dog Park Parking Lot & Trail Paving. DISCUSSION Proposed for construction in 2022 are the subject projects listed above. As these projects are all smaller in nature they will be bid as one large project to take advantage of the economy of scale and the efficiencies of administering and construction inspection as one project with one contractor. As some of the work is new construction and other projects are reconstruction the largest part of all the projects is bituminous paving. Plans and specifications are available in the City Engineer's office for review. BUDGETIMPACT Pine Hills North and South Parking Lot Paving will be funded by a combination of Park Dedication and Capital Equipment Reserve. City Hall Parking Lot Reconstruction and driveway to City Hall garage will be funded by the Facility Maintenance Reserve Fund. Oak Bluff Park Basketball Court will be funded by Park Dedication Funds. Veterans Memorial Blvd. Parking Area will be funded by remaining Public Works Vehicle Maintenance Building construction funds with any excess coming from the Road & Bridge Fund. The City of Andover will fund one-third of the Dog Park Parking Lot & Trail Paving from the Capital Equipment Reserve Fund and the remaining two-thirds will be funded by Anoka County and the City of Coon Rapids. ACTION REQUIRED The City Council is requested to approve final plans and specifications and order advertisement for bids for Projects 22-18, Pine Hills North & South Parking Lot Paving/22-26, City Hall Parking Lot Reconstruction/22-29, Oak Bluff Park Basketball Court/22-32, Veterans Memorial Blvd. NW Parking Area/22-22, Dog Park Parking Lot & Trail Paving. ectfully submitted David�D. Berkowitz Attachment: Resolution✓ CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NOS. 22-18, PINE HILLS NORTH & SOUTH PARKING LOT PAVING/22-26, CITY HALL PARKING LOT RECONSTRUCTION/22-29, OAK BLUFF PARK BASKETBALL COURT/22-32 VETERANS MEMORIAL BLVD, NW PARKING AREA/22-22, DOG PARK PARKING LOT & TRAIL PAVING. WHEREAS, pursuant to Resolution Nos. 091-21 & 016-22, adopted by the City Council on the 7th day of December. 2021 and the 16th day of February, 2022, the City Engineer has prepared final plans and specifications for Project Nos. 22-18 & 22- 26.. Other projects are identified and approved through the approval of the 2022-2026 Capital Improvement Plan. WHEREAS such final plans and specifications were presented to the City Council for their review on the 3rd day of May. 2022. 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 202 . MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 3rd day of May , 2022 with Councilmembers voting in favor of the resolution, and Councilmembers against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — Deputy City Clerk voting [DOVE' rD' 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 David D. Berkowitz, Director Engineer Approve JPA For Reconstruction of CSAH 7 at 143" Avenue (Added Traffic Signal) in Andover and Anoka/21-45B - Engineering May 3. 2022 INTRODUCTION8 The City Council is requested to approve the attached Joint Powers Agreement (JPA) between Anoka County and the cities of Andover and Anoka, City Project 21-45B, Traffic Signal at 7d` Avenue NW & 143`d Avenue NW. DISCUSSION The cities of Andover and Anoka are working with the Anoka County Highway Department for the reconstruction of CSAH 7 with an added traffic signal at CSAH 7 and 143`d Avenue. The JPA identifies the cost share between the parties and the maintenance responsibilities regarding the traffic signal. BUDGETIMPACT Cost of the improvements will initially be paid for by the developer of Andover Crossing to the contractor. The City will collect the cost per the JPA for the City of Anoka and Anoka County and as the contractor is paid by the developer, reimbursement payments will be made to the developer. The City of Andover portion of the project identified by the JPA will be paid by the developer resulting in no direct cost to the City of Andover. ACTION REQUIRED The City Council is requested to approve the attached Joint Powers Agreement (JPA) between Anoka County and the cities of Andover and Anoka, City Project 21-45B, Traffic Signal at 7fl' Avenue NW & 143`d Avenue NW. Respectfully submitted, L� David D. Berkowitz Attachment: JPA � Anoka County Contract No. C0009056 JOINT POWERS AGREEMENT FOR THE RECONSTRUCTION OF COUNTY STATE AID HIGHWAY/COUNTY ROAD 7 CSAH 7 (7th AVENUE) at 143`d AVENUE IN THE CITIES OF ANDOVER AND ANOKA, MN ANOKA COUNTY PROJECT NUMBER 002-607-028 CITY OF ANDOVER PROJECT NUMBER 21-45B CITY OF ANOKA PROJECT NUMBER 2022-253 THIS AGREEMENT is made by the parties on the last date executed below, by and between the County of Anoka, a political subdivision of the State of Minnesota, 2100 Third Avenue, Anoka, Minnesota 55303, hereinafter referred to as "County", the City of Andover, 1685 Crosstown Boulevard NW, Andover, MN 55304, hereinafter referred to as "City of Andover", and the City of Anoka, 2015 First Avenue, Anoka, MN 55303, hereinafter referred to as "City of Anoka". WITNESSETH WHEREAS, the parties agree it is in the best interest of the traveling public to reconstruct County State Aid Highway 7 (7th Avenue NW), hereinafter referred to as CSAH 7 from 600' north of County State Aid Highway 116 (Bunker Lake Boulevard NW), hereinafter referred to as CSAH 116 to 1,000' north of 145b Avenue NW, as this segment is in need of reconstruction; and, WHEREAS, the City of Andover has prepared preliminary design plans for the reconstruction of CSAH 7 from 600' north of CSAH 116 to 1,000' north of 1451' Avenue NW in accordance with Anoka County and the Minnesota Department of Transportation standards to a staff approved layout condition; and, WHEREAS, Anoka County has jurisdiction over CSAH 7 from 600' north of CSAH 116 to 1,000' north of 14511 Avenue NW; and, WHEREAS, the parties agree that it is in their best interests that the costs of said project be shared; and, WHEREAS, Minn. Stat. § 471.59 authorizes political subdivisions of the state to enter into joint powers agreements for the joint exercise of powers common to each, which may include the exercise of powers by one or more of the participating governmental units on behalf of the other participating units. NOW, THEREFORE, IT IS MUTUALLY STIPULATED AND AGREED: Julia xy� The parties have joined together for the purpose of reconstructing the roadway, drainage, trail, traffic control system as well as other utilities on CSAH 7 from 600' north of CSAH 116 to 1,000' north of 145th Avenue NW (hereinafter the "Project"); said project is described in the preliminary design plans. Said engineering plans are filed in the office of the Anoka County Highway Department and incorporated herein by reference. Anoka County Contract No. C0009056 The parties to this Joint Powers Agreement (JPA) agree in principle that reconstruction of CSAH 7 between 600' north of CSAH 116 to 1,000' north of 145a' Avenue NW is in the best interest of the traveling public and that the Preliminary Layouts as shown in Exhibits A and B, define the preliminary design of the Project. It is agreed that the Exhibit A Layout dated April 25, 2022, addresses the design of intersections at CSAH 7 and 143r'/145" Avenues. It is agreed that the Exhibit B Layout dated January 12, 2022, addresses the design of the intersection at CSAH 116 / Hopi Street. The parties agree that Layouts referenced above have been reviewed and accepted by the parties and are suitable for preparation of final construction documents. Any significant changes made hereafter to the design as presented in the attached Exhibits A and B (Layouts) will require approval by the parties as an amendment to this JPA. Those changes may also require a change in the cost share to include any additional design engineering costs that may occur. Additionally, Exhibit C dated April 25, 2020, and Exhibit D address the allocation of Project costs, unless otherwise specified herein. Those exhibits are incorporated and made part of this Agreement. II. METHODS The City of Andover shall cause the construction of the Project, with responsibilities and costs allocated as described in this Agreement. A. INTROVEMENTS: It is agreed by the parties that in 2022, CSAH 7 will be reconstructed to a four -lane section with concrete median to the extent shown in Exhibit A. Improvements include but are not limited to: traffic signal construction at 143`x, right- and left -tum lanes, through lanes, shoulders, concrete curb and gutter, storm sewer with associated ponding if necessary, bituminous trail, and retaining walls if necessary. B. INTERSECTIONS: As agreed by the parties, improvements to the following intersections have been incorporated in the Exhibit "A" Layout design: CSAH 7 / 143'a Avenue: Signal System CSAH 7 / 145`s Avenue: Full Access As agreed by the County and the City of Andover, improvements to the following intersections have been incorporated in the Exhibit "B" Layout design: CSAH 116 / Hopi St.: Right in / Right out Anoka County Contract No. C0009056 C. RIGHT OF WAY: The parties do not anticipate to acquire any right-of-way or easements for the Project. In the event any right-of-way and/or easements needed for improvements beyond what is defined in the Exhibit "A" Layout those acquisitions will be the responsibility of the City of Anoka, with the exception of any right- of-way required for the right -turn lane from CSAH 7 to 145`s Avenue NW, which would be the responsibility of the County. D. CSAH 7 RIGHT TURN LANE: The City of Andover shall pay for all costs to construct the CSAH 7 right turn lane south of the 143'd intersection. This area is approximated as the blue color in Exhibit A E. TRAFFIC SIGNALS: The parties agree that a new traffic control signal system at the CSAH 7 and 143d Avenue intersection will be constructed with this Project. The parties agree that the cost share and ongoing traffic signal maintenance at the CSAH 7 / 143`a intersection would be consistent with the County non - warranted traffic signal installation maintenance practices, with the County responsible for all signal and EVP maintenance on a 100% reimbursable basis from the City of Andover (billed quarterly for 100% of all incurred costs). The costs to be billed to the City of Andover include all luminaire maintenance and the ongoing supply of electrical power for the traffic signal system. The City of Andover and City of Anoka agree to then split 50/50 the associated costs of said EVP and luminaire maintenance, as well as the associated electrical power costs. F. 145h AVENUE RIGHT TURN LANE: The County shall pay for all costs to construct the 145a' Avenue right turn lane. This area is approximated as the salmon colored area in Exhibit A. G. DRAINAGE: The City of Andover shall pay for all modifications or additions to the existing storm sewer system, including any changes to detention basins and their outlet structures that may be required by the watershed. If an Operations & Maintenance Agreement is required, the City of Andover coordinate such agreement with the watershed district. H. TRAFFIC CONTROL: The parties understand and agree that construction of CSAH 7 will be staged in such a way that provides two-way traffic at all times during construction. Access for local traffic will be maintained during construction. The parties agree and understand the cost share for traffic control for the City of Andover and City of Anoka shall be a prorated share based on the respective city project cost divided by the total project cost. I. TRAILWAY: There is one new bituminous trailway being constructed along the west boulevard of CSAH 7. This new trail location is located in the City of Anoka and its location has been agreed to by the County. This trailway is approximated as the orange coloreds are in Exhibit A. Anoka County Contract No. C0009056 The parties agree that the costs will be pay by the City of Anoka as shown in C. J. DRIVEWAYS: The parties agree that all driveways affected (excluding those identified for removal) by the Project will be reconstructed in kind at 100% project cost with the cost of any upgrades requested by the City of Andover, including concrete aprons, to be the sole responsibility of the City of Andover. K. RETAINING WALLS: The parties agree that if the City of Andover or City of Anoka wishes to include aesthetic treatment to any retaining walls, any construction cost above standard cost will be at the expense of the requesting City. L. UTILITIES: The parties agree that the Exhibit A Layout does not include specific proposed utility locations, as those will be determined during later stages of the design process. There are no current plans for any watermain or sanitary work to occur with this Project. M. PERMITS: The parties agree that the City of Andover will secure all necessary permits for this Project. The County agrees to coordinate with the City of Andover in securing the permits required by Lower Rum River WMO, county permits, as well as any other permits that may be required. The County also requests that the City of Andover and City of Anoka inform the County of any ordinances or city regulations that affect construction at the time of the signing of this JPA (e.g. setbacks, tree clearing ordinances, or any other city ordinances). III. COSTS The contract costs of the work, or if the work is not contracted, the cost of all labor, materials, normal engineering costs and equipment rental required to complete the work, shall constitute the "actual construction costs" and shall be so referred to herein. 'Estimated construction costs" are good faith projections of the costs, which will be incurred for this Project. Actual costs will vary and those will be the costs for which the relevant parties will be responsible. The estimated construction cost of the total Project is $1,542,786.65. The total estimated construction cost to the County is $124,872.50. The total estimated construction cost to the City of Andover is $715,035.55. The total estimated construction cost to the City of Anoka is $702,878.60. The County participation in construction engineering will be at a rate of eight percent (8%) of their designated construction share of $124,872.50. The estimated cost to the County for construction engineering is $9,989.80. Anoka County Contract No. C0009056 The City of Anoka participation in construction engineering will be at a rate of eight percent (8%) of their designated construction share of $702,878.60. The estimated cost to the City of Anoka for construction engineering is $56,230.29. The Andover Crossings development associated with the CSAH 7 reconstruction project contains an access point to the westbound leg of CSAH 116. This connection requires construction of a westbound left turn lane along CSAH 116. The County agrees to pay the City of Andover $2,500 for the engineering involved with the design of said turn lane. In summary, the total County share of this Project is $137,362.30* (includes construction and construction engineering costs). *$124,872.50 + $9,989.80 + $2,500 = $137,362.30 In summary, the total City of Anoka share of this Project is $759,108.89** (includes construction and construction engineering costs). **$702,878.60 + $56,230.29 = $759,108.89 In summary, the total City of Andover share of this project is $715,035.55. Upon award of the contract, the County and City of Anoka shall pay to the City of Andover, upon written request by the City of Andover, ninety five percent (95%) of its relative portion of the cost of the Project. The County's 95% share is estimated at $130,494.19. The City of Anoka's 95% share is estimated at $721,153.45. Prior to billing, this estimate will be updated by the City of Andover to reflect the actual bid prices as awarded. An updated cost estimate shall be provided to the County and City of Anoka at the time of billing. The County and City of Anoka's share of the cost of the Project shall include only construction and construction engineering expense and does not include engineering design and administrative expenses incurred by the City of Andover. After final completion of the Project, the costs will be reconciled and the County's and City of Anoka's shares of the construction costs will be based upon actual construction costs. If necessary, adjustments to the initial ninety five percent (95%) charged will be made in the form of credit or additional charges to the County's and City of Anoka's share. Also, the remaining five percent (5%) of the County's and City of Anoka's portion of the construction costs shall be paid. The City of Andover agrees to submit to the County and City of Anoka for review documentation regarding final quantities and costs within one year of Project substantial completion. IV. TERM / TERMINATION This Agreement shall become effective immediately upon execution, and will remain in effect until the Project and all restoration activities are completed, with exception of the maintenance and ownership provisions in Section IX within this Agreement, which continue indefinitely and shall survive termination of the JPA. V. DISBURSEMENT OF FUNDS All funds disbursed by the County, City of Anoka, or City of Andover pursuant to this Agreement shall be disbursed by each entity pursuant to the method provided by law. Anoka County Contract No. C0009056 VI. CONTRACTS AND PURCHASES All contracts let and purchases made pursuant to this Agreement shall be made by the City of Andover in conformance with the State laws. VII. STRICT ACCOUNTABILITY A strict accounting shall be made of all funds and report of all receipts and shall be made upon request by either parry. Prior to County and City of Anoka payment to the City of Andover, The City of Andover shall provide the County and City of Anoka a copy of all cost participation documents submitted to MnDOT State Aid to assist in their applications for MSA funding. VIII. SIGNALIZATION POWER The City of Andover shall at their sole expense, install and cause the installation of an adequate electrical power source to the service cabinet for all the previously mentioned CSAH 7 / 143rd Avenue traffic control signal system including any necessary extension of power lines. The City of Andover shall be the lead agency in this matter. Upon completion of said traffic control signal installations, the ongoing cost of the electrical power to the signals shall be split 50/50 between the City of Andover and the City of Anoka. IX. MAINTENANCE A. Maintenance of the completed storm sewer (except catch basins and catch basin leads), and detention basins (including ponds and their outlet structures and grit chambers/collectors) shall be the sole obligation of the City of Andover. Maintenance of the catch basins and catch basin leads will be the responsibility of the County. B. Maintenance of the bituminous trailway along the west boulevard of CSAH 7 shall be the sole obligation of the City of Anoka. Maintenance includes; snow removal, sweeping and debris removal, patching, crack repair, pavement replacement, signage, pavement markings, and any other maintenance activities to perpetuate the trailway in a safe and usable condition. C. Maintenance of crosswalk pavement markings at the signalized intersection shall be the responsibility of the County. D. Maintenance of streetlights and cost of electrical power to the streetlights shall be the sole obligation of the City of Andover. The City of Andover will be responsible for long-term maintenance and replacement of the complete street light system including items such as: poles, fixtures, luminaires, and control cabinets. The City of Andover will split the associated costs of said maintenance 50/50 with the City of Anoka. E. Maintenance of the completed traffic control signal and signal equipment at the intersection of CSAH 7 and 143`a Avenue shall be performed by the County on a 100% reimbursable basis from the City of Andover, billed quarterly for 100% of all incurred costs. The City of Andover will split the associated costs of said maintenance 50150 with the City of Anoka. Anoka County Contract No. C0009056 F. The County shall maintain said traffic signal controllers, traffic signal and pedestrian indications, loop detectors, fiber interconnect, and associated wiring of the said traffic control signals on a 100% reimbursable basis from the City of Andover, billed quarterly for 100% of all incurred costs. The City of Andover will split the associated costs of said maintenance 50/50 with the City of Anoka. G. Maintenance of the galvanized coating on the traffic signal system poles and mast arms shall be the obligation of the City of Andover and City of Anoka. Any variation of painting choice standards shall be the obligation of the City of Andover and City of Anoka. The cost of said maintenance will be split 50/50 between the City of Andover and City of Anoka. H. Timing of the completed traffic control signal shall be determined by the County I. Only the County shall have access to the controller cabinets. The traffic control signals shall be the property of the County. K. The City of Andover and City of Anoka shall be responsible for maintenance of the luminaries, luminaire relamping, and luminaire painting. L. All maintenance of the EVP System shall be completed by the County. The City of Andover shall be billed by the County on a quarterly basis for all incurred costs. The City of Andover will enter into a separate agreement with the City of Anoka regarding cost sharing for the ongoing EVP maintenance. M. EVP Emitter Units may be installed on and used only by Emergency Vehicles responding to an emergency as defined in Minnesota Statutes §169.011, Subdivision 3, and §169.03. The City shall provide a list to the County Engineer, or the County's duly appointed representative, of all such vehicles with emitter units on an annual basis. N. Malfunctions of the EVP System shall be immediately reported to the County O. All timing of said EVP System shall be determined by the County. P. In the event said EVP System or components are, in the opinion of the County, being misused, or the conditions set forth are violated, and such misuse or violation continues after receipt by the City of Andover or Anoka, written notice thereof from the County, the County shall remove the EVP System. Upon removal of the EVP System pursuant to this paragraph, the field wiring, cabinet wiring, detector receiver, infrared detector heads and indicator lamps and all other components shall become the property of the County. X. NOTICE For purposes of delivery of any notices herein, the notice shall be effective if delivered to the County Administrator of Anoka County, 2100 Third Avenue, Anoka, Minnesota 55303, on behalf of the County, to the City Administrator of Andover, 1685 Crosstown Boulevard NW, Andover, MN 55304, on behalf of the City of Andover, and to the City Manager of Anoka, 2015 First Avenue, Anoka, MN 55303, on behalf of the City of Anoka. Anoka County Contract No. C0009056 XI. INDEMNIFICATION To the extent allowed by law, the City of Andover, City of Anoka, and County mutually agree to indemnify and hold harmless each other from any claims, losses, costs, expenses or damages resulting from the acts or omissions of the respective officers, agents, or employees relating to activities conducted by any party under this Agreement. XII. ENTIRE AGREEMENT; REOUIREMENT OF A WRITING It is understood and agreed that the entire agreement of the parties is contained herein and that this Agreement supersedes all oral agreements and all negotiations between the parties relating to the subject matter thereof, as well as any previous agreement presently in effect between the parties to the subject matter thereof. Any alterations, variations, or modifications of the provisions of this Agreement shall be valid only when they have been reduced to writing and duly signed by the parties. XIII. COUNTERPARTS This Agreement may be executed in any number of counterparts, each one of which shall be deemed to be an original, but all such counterparts together shall constitute one and the same instrument. Anoka County Contract No. C0009056 IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands on the dates written below: COUNTY OF ANOKA In Rhonda Sivarajah County Administrator Dated: RECOMMENDED FOR APPROVAL LE Joseph J. MacPherson, P.E. Transportation Division Manager Dated: APPROVED AS TO FORM AND EXECUTION: an Christine V. Carney Assistant County Attorney Dated: CITY OF ANDOVER In Sheri Bukkila Mayor By: Jim Dickinson City Administrator Dated: APPROVED AS TO FORM: In Scott Baumgartner City Attorney Dated: 10 Anoka County Contract No. C0009056 CITY OF ANOKA By: Phil Rice Mayor Dated: By: Greg Lee City Manager APPROVED AS TO FORM: 0 Scott Baumgartner City Attorney 11 Anoka County Contract No. C0009056 ■oNn Exhibit "A" (1 of 2) April 25, 2022 o CSW 7 (M AMFNUE) AMD 14 AVENUE Cp$f BRU661 UIIEASECENNi UNPR01iYFNi$ bIIFS Of ANOIG N10 INCOVER Exhibit "A" (2 of 2) April 25, 2022 I - _ _ _ _ _ _ _ N wsm � imp em w uar { A lse �� b cn w uowu �CNOSf OppUfV01� '�1■ CSW 7 (]IN AVENUE) ANO I/]AO AVENUE � INiE aft IIYPN019m m A =m Of ..0. .V10 .VIWVpf 1�I � � � SC4E IH Fffr i♦ I I -.. .JaaXiTRit T._ IBS n-ew 40 I - - PRELIMINARY DRAFT - SUBJECT i0 CHANGE Dlsc'a This erawlrq rpmmnfa a paea eewgn cancapraay mrs documenuse emtt, suDjearo cnangv, enelxpmv_ mlvimv00n poly. Tais erell eacument eoxxW cammk Anoka Count' ro mnseua ft p,eea as mown mearta.mvenae Me ac al ,adplan may defer nam rots dmf Wen. - Depe.eAm Countyons: y 763 320.31W 22 31l wfAenYVvaxtlma: >6J-J40.Jf00 aNOK.a Proposed Right Turn Lane EXHIBIT B COUNTY Bunker Lake Blvd. at Hopi Street, Andover Date:01/12/2022 RLE NAME: P:\BunkvR%CSAH7\Layout\BunkaR%CSAH7.J.01.dgn Exhibit "C" April 25, 2022 ENGVNEEF9 ESTMAM CSAR tm AVENUn AND WRG AVENUE PMNSEC NWPROVEME S GIMES OF ANOVA AND ANDOVER x uW pPuvppNltuluon;xrrwa.w eNxvi K�.uP�w�w �.�.�,. Anoka County Contract No. C0009056 EXHIBIT "Dr' FOR PROJECTS CONSTRUCTED IN ANOKA COUNTY ITEMS Concrete Curb & Gutter Concrete Curb & Gutter for Median and Center Island Construction Concrete Median Concrete Sidewalk Concrete Sidewalk Replacement Bikeways Bikeway Replacement Construction or Adjustment of Local Utilities Grading, Base and Bituminous Storm Sewer Driveway Upgrades Traffic Signals, new (communities larger than 5,000) w/ State Aid approved SJR Traffic Signals, replacement (communities larger than 5,000) w/ State Aid approved SJR COUNTY SHARE CITY SHARE 50% 50% 100% 0% 100% 0*1 0% 100% 100% 0% 0% 100% 100%, 0% Unless existing trail not placed at edge of RNV 0% 100% 100% 0% based on state aid letter*z 100%, in-kind Y. the cost of its legs of the intersection the cost of its legs of the intersection Traffic Signals, new & replacements (communities less than 5,000) 100% w/ State Aid approved SJR Traffic Signal, w/o State Aid approved SJR 0% EVP 0% Engineering Services *3 Right -of -Way 100%*4 Street Lights 0% Noise Walls 100%, if not previously notifieds based on state aid letter*z 100%, of up -grades the cost of its legs of the intersection plus the cost of the County legs of the intersection the cost of its legs of the intersection 0% 100% 100% *3 0% 100% 100%, if previously notified*s *1 The County pays for 100% of Standard Median Design such as plain concrete. If a local unit of government requests decorative median such as brick, stamped concrete, or landscaping, the local unit will pay the additional cost above the cost of standard median. *2 In the event no State Aid is being used, or in the event the state aid letter does not determine cost split percentages, drainage cost shares will be computed by the proportion of contributing flow outside the County right of way to the total contributing flow. *3 Engineering shall be paid by the Lead Agency except that any padicipating agency will pay construction engineering in the amount of 8% of the construction costs paid by that agency. *4 In the event that the Township or City requests purchase of right-of-way in excess of those rightof-ways required by County construction, the Township or City participates to the extent an agreement can be reached in these properties. For instance, a Township or City may request a sidewalk be constructed alongside a County roadway which would require additional right-of-way, in which case the Township or City may pay for that portion of the right-of-way. Acquisition of right-of-way for new alignments shall be the responsibility of the Township or City in which the alignment is located. This provision may be waived by agreement with the County Board if the roadway replaces an existing alignment and the local unit of government takes jurisdiction of that existing alignment. In addition, any costs, including right-of-way costs, incurred by the County because a Township or City did not acquire sufficient right-of-way during the platting process or redevelopment process as requested by the County shall be paid by the Township or City. *5 Notification includes any letter to the agency indicating that noise will potentially be an issue in the future, likely received during the Plat Review Process. Maintenance shall be the responsibility of the agency paying for the initial installation. When the County is the responsible agency, it shall pay 100% of Standard Noise Wall Cost. If a local agency requests decorative noise walls, the requesting agency will pay the additional cost above the cost of standard noise wall. 15 ANL66W^ , 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members FROM: Jim Dickinson, City Administrator SUBJECT: Approve Resolution - Authorizing the sale of Winslow Cove 2 d Addition Lot 5 Block 3 DATE: May 3, 2022 On June 12, 2019, the City acquired a lot in the Winslow Cove Development (Winslow Cove 2nd Addition Lot 5 Block 3) for $115,000. The purchase of this lot was contemplated as part of the Winslow Cove 2"a Addition Final Plat approval for the purpose of exploring an East/West trail connection under the railroad tracks. DISCUSSION A condition of the purchase was if within two years of the closing date the City determined the lot is not suitable for a trail connection, the City of Andover will provide Seller, U.S. Home, LLC (dba Lennar), the option to buy back the lot at a price not to exceed $115,000. It was determined by the City as part of the 2022-2026 CIP process that the trail connection under the railroad tracks was not feasible for a variety of reasons, the primary reason being the elevated ground water level. ACTION REQUESTED The City Council is requested approve the attached resolution authorizing the City Administrator to close on the sale of Winslow Cove 2nd Addition Lot 5 Block 3 back to U.S. Home, LLC (dba Lennar). 1, CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION AUTHORIZING THE CITY ADMINISTRATOR TO CLOSE ON THE SALE OF WINSLOW COVE 2ND ADDITION LOT 5 BLOCK 3. WHEREAS, on June 12, 2019, the City Council purchased a lot in the Winslow Cove Development (Winslow Cove 2nd Addition Lot 5 Block 3); and WHEREAS a condition of the purchase with the Seller, (U.S. Home, LLC (dba Lennar)) and the City of Andover was the lot will be used by the City of Andover for the purpose of facilitating an East/West trail connection under the railroad tracks. WHEREAS a condition of the purchase was if within two years of the closing date the City determined the lot is not suitable for a trail connection, the City of Andover will provide Seller the option to buy back the lot at a price not to exceed $115,000 WHEREAS it was determined by the City as part of the 2022-2026 CIP process that the trail connection under the railroad tracks was not feasible for a variety of reasons, the primary reason being the elevated ground water level. NOW, THEREFORE BE IT RESOLVED by the City Council to hereby authorize the City Administrator to close on the sale of Winslow Cove 2nd Addition Lot 5 Block 3 to U.S. Home, LLC (dba Lennar). MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 3rd day of May 2022, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner - Deputy City Clerk • ,_ _AND&0A 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members FROM: Jim Dickinson, City Administrator SUBJECT: Approve 2023-2025 Urban County Requalification for participation in CDBG and HOME Programs DATE: May 3, 2022 INTRODUCTION Every three years Anoka County must complete an Urban Requalification process in order to continue receiving and administering HUD funds for the CDBG (Community Development Block Grant) and HOME (HOME Investment Partnership) programs. Part of that process includes communicating with participating communities of their option to be excluded from the Anoka County "Urban County" qualification. DISCUSSION Currently the City of Andover participates in the Anoka County "Urban County" program and has been successful over the past years in receiving funding from the CDBG program and has benefited from the County's HOME neighborhood stabilization program. Attached to this staff report is a letter from Anoka County explaining the requalification process and what the City of Andover needs to do to remain as an opt -in community. Staff is recommending that the City Council continue as a participating community. To opt -out and qualify for the programs as an "urban community" the City would need to have a population of over 50,000 otherwise the City could roll into the state-wide program managed by the State of Minnesota Department of Employment and Economic Development (DEED) or pursue a HUD Small Cities Grant. ACTION REQUESTED Approve the current opt -in status that allows the City to participate in the Anoka County CDBG AWOME programs for 2023-2025. submitted, A Anoka County COUNTY ADMINISTRATION Community & Governmental Relations Linda Hedstrom Associate Community Development Specialist Phone: 763.324.4601 E-mail: linda.hedstrom()co.anoka.mn.us April 25, 2022 City of Andover ATTN: Jim Dickinson, City Administrator 1685 Crosstown Boulevard NW Andover, MN 55304 BY: U.S. Mail & Email RE: 2023-2025 Urban County Requalification for participation in the following HUD Programs: -CDBG (Community Development Block Grant Program); and -HOME (HOME Investment Partnerships Program) Dear Mr. Dickinson: Every three years Anoka County must complete an Urban Requalification process to continue receiving and administering HUD funds from the CDBG and HOME programs. We are currently preparing our requalification for federal fiscal years 2023 through 2025; and the county is required to notify participating communities of their option to be excluded from Anoka County's "Urban County" funding cycles for the next three years. A written response from the city is required in the form of a letter (on city letterhead) and/or a Resolution. HUD wants original wet signatures, so emails are not acceptable for this request. If you choose to OPT -IN and remain a participant with Anoka County, the following will apply: • The grant process for your city will remain the same as it is now for CDBG and HOME programs; AND • Your city will continue to be ineligible to apply for individual grants through the HUD Small Cities or State CDBG and HOME programs; AND • The current Cooperation Agreement will automatically renew for another three-year period. If you choose to OPT -OUT and NOT remain a participant with Anoka County, the following will apply: • Your city will be able to apply for grants individually through the HUD Small Cities or State CDBG and HOME programs, BUT you will not be eligible to receive funds through Anoka County for federal fiscal years 2023 through 2025; AND • If you elect to be excluded, this will be effective for the entire 3 -year period for which Anoka County qualifies unless you specifically elect to be included in a subsequent year for the remainder of the county's 3 -year qualification period. Respectful, Innovative, Fiscally Responsible ® Anoka County Government Center ♦ 2100 3" Avenue, Suite 700 a Anoka, NIN 55303-5024 s r,N v.anokacounty.uslcd ® Office: 763-324-4650 • Fax: 763-324-5490 Affirmative Action I Equal Opportunity Employer °PVOOIV NIIY Jim Dickinson April 25, 2022 Page Two Please notify Anoka County (by letter and/or Resolution) no later than May 31, 2022, of your intent to continue (Opt -In) OR terminate (Opt -Out) the Cooperation Agreement currently in effect. Failure to respond means your city will be considered a participant in Anoka County's funding process for HUD's 2023-2025 fiscal years. Mail your notification to: AC Community and Government Relations ATTN: Linda Hedstrom Anoka County Government Center 2100 31d Avenue, Suite 700 Anoka, MN 55303-5024 If you'd like to receive a scanned copy of the Cooperative Agreement to review or if you have any questions, please contact me at 763-324-4601 or linda.hedstromna.co.anoka.mn.us. Thank you for your prompt attention to this matter. Sincerely, 4 x"4�_ Linda Hedstrom Associate CD Specialist cc: Joe Janish, Community Development Director • 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 Administrator FROM: Michelle Harmer, Deputy City Clerk SUBJECT: Adopt Resolution Setting Annual Income Level for Senior Citizen and Disabled Individuals for Deferral of Assessments & Reduced Sanitary Sewer Rates DATE: May 3, 2022 INTRODUCTION The City offers deferral of assessments and reduced sanitary sewer rates for senior citizens and disabled individuals. DISCUSSION The annual income is $36,750 for senior citizens and $55,950 for disabled individuals set in 2021 and should be increased according to the Federal Rent Assistance for Section 8 Housing. The 2022 income limits are now $41,100 for senior citizens and $62,600 for disabled individuals. ACTION REQUIRED The City Council is requested to adopt the attached resolution setting the annual income at $41,100 for senior citizen and $62,600 for disabled individuals for deferral of special assessments and reduced sanitary sewer rates. Respectfully submitted, Michelle Harmer Deputy City Clerk Attach: Resolution CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RESOLUTION NO. ROXX-22 A RESOLUTION SETTING THE ANNUAL INCOME LEVEL FOR SENIOR CITIZEN AND DISABLED INDIVIDUALS FOR DEFERRAL OF SPECIAL ASSESSMENTS AND SANITARY SEWER RATES. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES: Annual Income Level for Special Senior Citizen Deferral of Special Assessments and Reduced Sanitary Sewer Rates Annual Income Level for Disabled Individuals of Special Assessments and Reduced Sanitary Sewer Rates $41,100.00 (Not to Exceed) $62,600.00 (Not to Exceed) Adopted by the City Council of the City of Andover this 3d day of May, 2022. CITY OF ANDOVER Attest: Sheri Bukkila — Mayor Michelle Harmer — Deputy City Clerk . ,` ' r1�. ng. 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.CI.AN DOVER. MN. US TO: Mayor and Councilmembers CC: James Dickinson, City Administ FROM: Dana Makinen, Human Resources Manage SUBJECT: Approve Appointment —Maintenance Worker DATE: May 3, 2022 INTRODUCTION Due to the retirement of Scott Protivinsky on March 25, 2022, a Maintenance Worker in the Utilities department was available. The Human Resources Department has completed the interview, background check, and selection process to fill this position. DISCUSSION The interview team consisted of the Director of Public Works/Engineering, The Public Utilities Manager, and the Parks & Streets Operations Manager. There were 10 applications submitted and 3 applicants were interviewed. The. finalists then met one on one with the City Administrator. The interview team recommends hiring Chad Hurkman. Mr. Hurkman is a Journeyman Plumber and has worked with Winsupply Inc. and Jerry's Plumbing for the last 19 years. BUDGET IMPACT Mr. Hurkman has been offered $52,104 annually, which is the 2022 Entry Level Step and then would be eligible for any general increases and annual Step Increases after successful completion of his 6 -month probationary period. ACTION REQUESTED The Council is requested to appoint Chad Hurkman as a Maintenance Worker in the Utilities Department. Respectfully submitted, Dana Makinen 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: James Dickinson City FROM: Dana Makinen, Human Resources SUBJECT: Approve Full-time Deputy Fire Chief Recruitment DATE: May 3, 2022 During the 2022 Budget Development process, a Deputy Fire Chief position in the Fire Department was identified to be filled and contained in the 2022 budget. Human Resources would like to start recruiting for this position. The Deputy Fire Chief assists the Fire Chief in managing the fire department. The Deputy Fire Chief responds to emergency and non -emergency incidents as a firefighter and may act as the Incident Commander and/or Emergency Manager in the absence of the Fire Chief. BUDGET IMPACT The Funding for a Deputy Fire Chief has already been identified in the 2022 Fire Department Budget. ACTION REQUESTED The City Council is requested to authorize Human Resources to begin recruitment for a Deputy Fire Chief. Respectfully submitted, Dana Makinen CITY1 10 LNDOVE 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 Accept Proposals/Authorize Lease Negotiation/Community Center Concessions May 3, 2022 INTRODUCTION: A Request For Proposal (RFP) for Concessions at the Andover Community Center (ACC) was closed on April 7, 2022. ACC received two separate proposals. The goal of the RFP process was to secure a productive concession agreement with a vendor and get them started this summer to set up, train, and be ready to go full time in September 2022. The vendor sought is to have a strong commitment to outstanding customer service, trust, communication, teamwork, and professionalism, and functions as a contributing member of the community center team, not simply a service provider. The ideal organization will be professional, clean, and have the City's best interest in mind. The following include the five (5) major components sought in a concession agreement: 1. Cleanliness 2. Competitive Pricing on Products 3. Quality of Food Products 4. Favorable Presentation and Perception of Employees 5. High Quality Customer Service Pre -proposal facility walk throughs were offered and provided by the ACC Manager. Proposals were received from the following: 1. Nautical Bowls & Treat Suite, owner Jill & Tyler Enquist 2. Crooked Lake Concessions, owner Jeremy Coe Note: Owners of both proposals currently reside in Andover. REVIEW: The proposals were reviewed by Community Center, Finance & Administration staff, further direction was sought from the City Council at the April 26, 2022 workshop meeting as part of the monthly Community Center Update. The Andover YMCA Executive Director was also consulted. The Nautical Bowls & Treat Suite proposed a 3 -year renewable lease with monthly rents of $850/ month for year one, $900/month for year two and $950/month for year three. Crooked Lake Concessions proposed a 3 -year renewable lease with monthly rents of $850/month for year one increasing 3% annually or 5% of monthly gross revenue. Nautical Bowls & Treat Suite includes a franchise involvement focused on superfood bowls along with a traditional concession component. The concession component would be provided in collaboration with local groups and organizations as a way to generate funds/scholarships for the local community. Crooked Lake Concessions proposal is for traditional food fair for concession stands along with healthy options. The proposal includes partnering with local businesses to supplement offerings and to capitalize on using technology by offering digital applications to assist with traffic flows, wait times, staffing, inventory and payment experience. Both proposals addressed the five major components sought in the RFP, provided their past experiences and expertise as well. Both proposals showed an obvious passion for the community. The recommendation is to accept the proposals and to pursue a lease with Crooked Lake Concessions. The review group believes the Crooked Lake Concessions proposal more closely aligns with our customer desires and price -point, offers a competitive lease rate, and a demonstrated understanding of the traffic flow of the Community Center. Accept the proposals and authorize staff to start lease negotiations with Crooked Lake Concessions PNktidover Community Center concessions. =ty submitted, ^ r Administrator 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City Ad Joe Janish, Community FROM: Jake Griffiths, Associate Planner SUBJECT: Consider Rezoning Request — Rezone Property From R-1: Single Family Rural to R-4: Single Family Urban — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) - Planning DATE: May 3, 2022 DISCUSSION Tamarack Land -Nightingale Villas, LLC has requested to rezone the unaddressed property located at PIN 22-32-24-24-0017 from R-1: Single Family Rural to R-4: Single Family Urban. A map showing the location of the subject property is attached. The property is located within the Metropolitan Urban Service Area (MUSA) and is within the current stage of sewer expansion. Times and conditions have changed with the extension of municipal sewer and water into this area and with the development of single-family urban neighborhoods to the south and east of the subject property. The request aligns with the Comprehensive Plan as the subject property is guided as Transitional Residential; which contains properties within the MUSA boundary that are currently zoned rural but are guided for urban development. The rezoning has been requested so the land can be developed into single-family urban residential lots for the proposed development known as Nightingale Villas. ACTION REQUESTED The City Council is requested to consider the recommendation of the Planning & Zoning Commission and make a decision on the rezoning request. Approval of the rezoning request shall be contingent upon approval of the planned unit development and preliminary plat requests for Nightingale Villas. Respectfully submitted, Jake Griffiths� Associate Planner Attachments Draft Resolution of Approval Draft Resolution of Denial Site Location Map CC: Tamarack Land -Nightingale Villas, LLC (Via Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA AN ORDINANCE AMENDING CITY CODE TITLE 12-3-4, ZONING DISTRICT MAP OF THE CITY OF ANDOVER. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS: City Code 12-3-4, The Zoning District Map of the City of Andover is hereby amended as follows: 1. The zoning designation of the following parcel is hereby amended from R-1: Single Family Rural to R-4: Single Family Urban: PID# 22-32-24-24-0017 THE S1/2 OF SE1/4 OF NW1/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC 2. The findings for the rezoning are that the property is located within the Metropolitan Urban Service Area (MUSA) and also has the ability to be served by City of Andover municipal services. Times and conditions have changed with the extension of municipal sewer and water into this area and with the development of single-family urban residential neighborhoods to the south and east of the subject property. The request aligns with the Comprehensive Plan as the subject property is guided as Transitional Residential, which contains properties within the MUSA boundary that are currently zoned rural but are guided for urban development. 3. All other sections of the Zoning Ordinance shall remain as written and adopted by the City Council of the City of Andover. 4. Approval of the zoning district map amendment is contingent upon the approval of the planned unit development agreementiconditional use permit request and preliminary plat request for the proposed Nightingale Villas residential development. Adopted by the City Council of the City of Andover on this 3rd day of May, 2022. ATTEST: Michelle Harmer, Deputy City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. A RESOLUTION DENYING THE REZONING REQUEST FOR THE NIGHTINGALE VILLAS RESIDENTIAL DEVELOPMENT LOCATED AT UNADDRESSED PROPERTY PID# 22-32-24-24-0017 AND LEGALLY DESCRIBED AS: THE S1/2 OF SE1/4 OF NW1/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has submitted a rezoning request to rezone the subject property from R-1: Single Family Rural to R-4: Single Family Urban, and; WHEREAS, the Planning and Zoning Commission held a Public Hearing on April 26, 2022 pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code, and; WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect on the health, safety, and general welfare of the City of Andover, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the rezoning request. WHEREAS, the City Council of the City of Andover disagrees with the recommendation of the Planning and Zoning Commission, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby denies the rezoning request; for the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover on this 3rd day of May 2022. ATTEST: Michelle Hartner, Deputy City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor AER Nightingale Villas Site Location 2418 2386 2318 2ii8b 5532 195'"_ t909 - 11311 . ate- ,2483 - ,. 2421 't _ l _ ,1778 ►:�t- - 2439. 2. 32;,..R 22713 ,217 2.165 2077 15486 �� "311'-1 _ 1-n I '1 t3 3 1426 , r Y c 15450 15476 15:1-; 54117 +.... ��'�«' 2440 15394 15466 15451 ^1541 fi, 1543-i 15383 1925 . . n'i.5419 i K > 15377 194 1:1400 '+8f 13375 2320 2272 2210 2170 2120 2060 15416; �`1403 -- �15363 15367: i 15405 laVA 15389 �15357 1-15361 - - " . j' • -� �' :1 X400 .151 7ft - �I 15353 "'I •230q r 7 t ..• _I 9., 1.i37fi 15365 r� 15337 tl 2241 ;. . - , y t -- 15' — K 15355 Ir, 1 a - 15343 'T Se • ". • '� / � _ a 1 333 . 'f z i I'I- 1,5344 153243 2159 19it 3 11 15339. 1333 3. 15330 :♦ I 31 1 t , 133 r 15316 L"324 2226 r 1 3 227.4 I 327'153 l1�"' �♦ A.. - - -� y��l• I1 ill %I.. 12pi 1 ..,115:309 j� 2413 ) 3: ,y ' 339•. 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(763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City Administrat Joe Janish, Community Developme D ector FROM: Jake Griffiths, Associate Planner SUBJECT: Consider Conditional Use Permit (CUP) / Planned Unit Development (PUD) Request — Nightingale Villas — PIN 22-32-24-24-0017 — Tamarack Land - Nightingale Villas, LLC (Applicant) - Planning DATE: May 3, 2022 INTRODUCTION Tamarack Land -Nightingale Villas, LLC has submitted a Conditional Use Permit (CUP) / Planned Unit Development (PUD) request for a proposed residential development known as Nightingale Villas. The proposal contains 22 single-family urban lots on approximately 9.5 acres. The City Council previously reviewed a sketch plan for the proposed development at their November 17, 2020 meeting. The PUD narrative submitted by the developer is attached for your review. 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 established by the City Code. 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 sough in any PUD proposal. As part of the attached PUD narrative, the applicant addresses the design criteria they believe the City seeks when approving a PUD proposal. DISCUSSION City Code 13-3-9 states that the following are required findings the Council should consider when reviewing a PUD (italicized responses are from the applicant's narrative, please see narrative for additional information): The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The proposed development is not in conflict with the goals of the comprehensive plan of the city because the plan calls for the development of this property as urban with a density range of 2.4 to 4 units per acre. Our proposal includes an urban development with detached villas and provides a density of 3.0 units per acre. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The proposed development is designed in such a manner within its own boundaries as it will consist of one builder creating an HOA maintained landscaping neighborhood. Access will be provided from Nightingale Street NW and Quinn Street NW. Access will be stubbed to the west for future urban development. House plans have been submitted as examples of the homes to be built in this area as well. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of the PUD. In order to have a detached villa product an 80' wide lot is not conducive. 65' wide lots allow for a more economical association fee for residents in order to maintain their property. Due to providing a connection to the west the driveway of Lot 1 Block 2 is shown as 50' from the intersection of Quinn Street NW and future alignment of 153rd Lane in which the City of Andover already has an easement for. A 7.5'side yard setback allows for the placement of the home in the center of the lot, and assists with the smaller lot width. Due to the change in lot width and lot depth a smaller lot is desirable in some instances. Lot sizes range from 9,744 to 30,408. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependance upon any subsequent unit. The proposed PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit as it will be developed in one phase and is providing connections to existing and future roadways. The City Council will need to determine if the developer's proposal satisfactorily meets these required findings. Lot Standards & Deviations to the City Code The table included below lists the standards required by the City Code for the R-4: Single Family Urban 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 City Code Requirements PUD Proposal Lot Size 11,400 sq. ft. 9,744 sq. ft. — 30,408 sq. ft. Lot Width at Front Setback 80 ft. 65 ft. Lot Width at Right of Way 50 ft. 56 ft. Lot Depth 130 ft. 130 ft. Lot Buildability 110 ft. 110 ft. Number of Lots to Meet Net Density Range 17-30 22 Setbacks City Code Requirements PUD Proposal Front Yard 35 ft. 35 ft. Side Yard Garage 6 ft. 7.5 ft. Side Yard Home 10 ft. 7.5 ft. Rear Yard 35 ft. 35 ft. City Street Setback 35 ft. 35 ft. Driveway Intersection Setback 60 ft. 50 ft. Buffering The applicant originally had hoped to establish a 30 -foot landscaping and tree preservation buffer between the project area the existing rural neighborhood to the north of the site. However, in order to meet stormwater requirements some trees will have to be removed in this area. The northern edge of the site is entirely encompassed by a minimum 30 -foot -wide drainage and utility easement to accommodate stormwater infrastructure such as drainage swales that will also serve as a buffer between the two neighborhoods. The applicant is also still proposing additional plantings along the northern edge of the site and some tree preservation areas to provide a full row of landscaping and trees between the two neighborhoods. While not required, a privacy fence is also proposed to be installed outside of the plat area on the adjacent property to the west of the site. Trees & Landscaping In addition to the landscaping and plantings proposed along the northern edge of the site, the development will meet City Code requirements for planting trees on each lot and will provide 1 tree per 50 -feet of lot frontage. Most lots will have at least two trees in addition to any landscape buffers. Housing Styles The applicant has provided the attached examples of floorplans that could be built in Nightingale Villas. For each of these styles of homes residents will be able to choose varying architectural elements and residents will also have the option to custom build homes in the neighborhood. The PUD narrative provides additional details on unique architectural features that may be available. A separate builder will construct the homes in Nightingale Villas; however, design elements are expected to be similar to those in the existing urban neighborhood to the south of the site. Homeowners Association (HOA) The applicant has indicated that they plan to create an HOA for Nightingale Villas, which will be responsible for the following: maintenance of the retaining wall, all private sewer and utility infrastructure, stormwater ponding, lawn care and snow removal of the units and common areas including plantings, and mailboxes. The HOA will be the entity that is responsible for enforcement of items that might be restricted by the HOA but are otherwise permitted by the City Code. It should also be noted that as individuals purchase property within the development, the buyer receives a copy of the HOA rules and requirements and title companies generally require acknowledgement of the document. This means that the buyer will be aware of any restrictions prior to purchasing. This notice carries through to future buyers of the property as well. Planning & Zoning Commission Review The Planning & Zoning Commission held a public hearing on the CUP/PUD request at their April 26, 2022 meeting. During the public hearing, two residents addressed the Commission with questions regarding how buffering and tree preservation will be accomplished as part of the development. The applicant responded by identifying tree protection areas and areas where trees will be planted as shown on the attached landscaping plan. The applicant called special attention to trees proposed to be planted along the northern edge of the site as well as tree protection areas near adjacent properties to the southeast. The Commission also discussed that only 8 of the 22 proposed lots are less than 11,400sf in size and that the proposed deviations to the City Code appear to be consistent with other villa style products the City has recently approved. After discussion, the Commission recommended approval of the CUP/PUD request (6 -yes, 0 -no, 1 - abstention). ACTION REQUESTED The City Council is requested to consider the recommendation of the Planning & Zoning Commission and make a decision the Conditional Use Permit/Planned Unit Development request. Approval of the CUP/PUD request shall be contingent upon approval of the rezoning and preliminary plat requests for Nightingale Villas. ectfully submitted, Jake Griffiths Associate Planner Attachments Draft Resolution of Approval Draft Resolution of Denial Site Location Map Applicant's PUD Narrative Housing Plans Review #3 Staff Comments Dated April 14, 2022 Preliminary Plat Plan Sheet Landscaping Plan Sheet CC: Tamarack Land -Nightingale Villas, LLC (Via Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ►• A RESOLUTION APPROVING THE CONDITIONAL USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY TAMARACK LAND -NIGHTINGALE VILLAS, LLC, AS SHOWN AS NIGHTINGALE VILLAS PRELIMINARY PLAT, LEGALLY DESCRIBED AS: THE S1/2 OF SEI/4 OF NWIA OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has requested a Conditional Use Permit for a Planned Unit Development (PUD) for Nightingale Villas, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit / Planned Unit Development request, and; WHEREAS, the City Council of Andover has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9 because: The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The proposed development is not in conflict with the goals of the comprehensive plan of the city because the plan calls for the development of this property as urban with a density range of 2.4 to 4 units per acre. Our proposal includes an urban development with detached villas and provides a density of 3.0 units per acre. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The proposed development is designed in such a manner within its own boundaries as it will consist of one builder creating an HOA maintained landscaping neighborhood. Access will be provided from Nightingale Street NW and Quinn Street NW. Access will be stubbed to the west for future urban development. House plans have been submitted as examples of the homes to be built in this area as well. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. In order to have a detached villa product an 80' wide lot is not conducive. 65' wide lots allow for a more economical association fee for residents in order to maintain their property. Due to providing a connection to the west the driveway of Lot I Block 2 is shown as 50' from the intersection of Quinn Street NW and future alignment of 153rd Lane in which the City of Andover already has an easement for. A 7.5'side yard setback allows for the placement of the home in the center of the lot, and assists with the smaller lot width. Due to the change in lot width and lot depth a smaller lot is desirable in some instances. Lot sizes range from 9,744 to 30,408. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. The proposed PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit as it will be developed in one phase and is providing connections to existing and future roadways. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby approve the Conditional Use Permit/ Planned Unit Development for Nightingale Villas at the above legally described property with the following conditions: 1. Applicant shall address staff comments in letter dated April 14, 2022 and any subsequent review comments to the satisfaction of the City Engineer. 2. Upon approval action by Andover City Council of the Nightingale Villas Preliminary Plat, it shall be incorporated into the PUD. 3. The following deviations shall be permitted from the R-4 zoning district with the PUD: a. LOT STANDARDS: Lot Standards City Code Requirements PUD Proposal Lot Size 11,400 sq. ft. 9,744 sq. ft. -30,408 sq. ft. Lot Width at Front Setback 80 ft. 65 ft. Lot Width at Right of Way 50 ft. 56 ft. Lot Depth 130 ft. 130 ft. Lot Buildability 110 ft. 110 ft. Number of Lots to Meet Net Density Range 17-30 22 b. SETBACKS: Setbacks City Code Requirements PUD Proposal Front Yard 35 ft. 35 ft. Side Yard Garage 6 ft. 7.5 ft. Side Yard Home 10 ft. 7.5 ft. Rear Yard 35 ft. 35 ft. City Street Setback 35 ft. 35 ft. Driveway Intersection Setback 60 ft. 50 ft. 4. The applicant shall construct homes that meet the requirements established by the Andover City Code and with varying architectural styles as noted in the PUD narrative. 5. The applicant shall establish a Homeowners Association to handle maintenance of landscaping and snow removal and any other common elements of the development. 6. Approval of the CUP/PUD request shall be contingent upon approval of the rezoning and preliminary plat requests. Adopted by the City Council of the City of Andover on this 3rd day of May, 2022. CITY OF ANDOVER ATTEST: Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. A RESOLUTION DENYING THE CONDITIONAL USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY TAMARACK LAND -NIGHTINGALE VILLAS, LLC, AS SHOWN AS NIGHTINGALE VILLAS PRELIMINARY PLAT, LEGALLY DESCRIBED AS: THE S1/2 OF SE1/4 OF NWl/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has submitted a conditional use permit request for a planned unit development for Nightingale Villas, and; WHEREAS, the Planning and Zoning Commission held a Public Hearing on April 26, 2022 pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code, and; WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect on the health, safety, and general welfare of the City of Andover, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the Conditional Use Permit request. WHEREAS, the City Council of the City of Andover disagrees with the recommendation of the Planning and Zoning Commission, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby denies the rezoning request; for the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover on this 3rd day of May 2022. ATTEST: Michelle Harmer, Deputy City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor ANnOVER Nightingale Villas Site Location Date Created April 19, 2022 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data 'E"L1RACK LAND DFVF.IAPMRNT Project Narrative for PUD Request Nightingale Villas, Andover MN March 2022 Tamarack Land Development would like to request PUD approval for the project, Nightingale Villas. We believe we have crafted a project that meets all the design qualities as specified in Andover City Code. The proposed development is not in conflict with the goals of the comprehensive plan of the city because the plan calls for the development of this property as urban with a density range of 2.4 to 4 units per acre. Our proposal includes an urban development with detached villas and provides a density of 2.97 units per acre. The proposed development is designed in such a manner within its own boundaries as it will consist of one builder creating an HOA maintained landscaping neighborhood. Access will be provided from Nightingale Street NW and Quinn Street NW. Access will be stubbed to the west for future urban development. House plans have been submitted as examples of the homes to be built in this area as well. Lot size 11,400 sq. ft. 9,744 sq. ft. Due to the change in lot width and lot depth a smaller lot is desirable in some instances. Lot sizes range from 9,744 to 30,408. The proposed PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit as it will be developed in one phase and is providing connections to existing and future roadways. City Code PUD Proposal Requirement Lot Width 80' 65' In order to have a detached villa product an 80' wide lot is not conducive. 65' wide lots allow for a more economical association fee for residents in order to maintain their property Driveway 60' 50' Due to providing a connection to the west Access the driveway of Lot 1 Block 2 is shown as Distance 50' from the intersection of Quinn Street from an NW and future alignment of 153rd Lane in Intersections which the City of Andover already has an easement for. Side yard 10'/6' 7.5' A 7.5' sideyard setback allows for the setback placement of the home in the center of the lot, and assists with the smaller lot width. Lot size 11,400 sq. ft. 9,744 sq. ft. Due to the change in lot width and lot depth a smaller lot is desirable in some instances. Lot sizes range from 9,744 to 30,408. The proposed PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit as it will be developed in one phase and is providing connections to existing and future roadways. Efficient layout The project is designed to streamline the labor and materials necessary for utility installation during construction, as well as to maximize efficiency of pedestrian and vehicle movement within the completed neighborhood. The extension of Quinn Street has been a priority for this project from the beginning. This extension, along with a new connection to Nightingale Street NW will provide for efficient vehicular access. This layout also provides for the density of 2.97 units per acre. Landscaping and layout Nightingale Villas has been designed so that there are no back-to-back lots. Each home built in the neighborhood will have views of existing trees, new landscape buffers or ponding. Several lots have large flat backyards for recreation and privacy. Other lots have unique elements such as ponding, natural trees and vegetation. Landscape Preservation Care has been taken to preserve as many trees as possible on the perimeter of the site. Stormwater ponding requirements in other portions of the site did not allow for additional trees to remain. Landscape buffers have been planned in many areas on the perimeter to allow for seamless transition between the new neighborhood and the older -growth trees. Outlots A & B will be deeded to, and maintained by, the adjacent property owners. Varied and high-quality architecture The builder, Dane Allen Homes, has provided four attached plans as examples of what will be built in Nightingale Villas. For each of these styles of homes, residents will be able to choose architectural elements including: different siding styles (shakes, board/batten and lap siding), stone, front porch, posts on porch, window with prairie -style grids, window wraps, garage doors with carriage hardware, freeze boards, MiraTECH separator boards between different siding styles, and 12-8 pitch front -facing dormers. Dane Allen Homes will also offer the option for clients to custom -build homes in the neighborhood. These design elements are similar to those design elements on the existing homes to the south and neighboring properties. Aesthetically -pleasing layout, streetscape The site of Nightingale Villas is relatively flat and the proposed streetscape flows with the existing grading. Trees will be planted every 50'. A privacy fence on the west side of the project will provide a buffer for new residents and the homeowners to the west. Because the lawncare will be provided by the HOA, the uniform look of the streetscape will be maintained in the future. In addition, HOA -provided landscaping and snow removal will ensure continued, top- notch maintenance for the neighborhood so that residents will enjoy both existing and new natural elements for years to come. We look forward to working further with City staff to develop this beautiful area of Andover. AFTON Living Rm. 19'x15' Kitchen 13'x9' Bedroom 11'x11' Dining Rm. 13'x10' u Bath Entry 17'x6' MAI ITASCA 1,562 SQ. FT. Flax Rm. 11'x10' Utll. Bath Bedroom 14'x14' Garage 30'x22' ITASCA ST. CROIX • • Fla , • , r1 i. ,� 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMO MMDDM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: April 14, 2022 REFERENCE: Nightingale Villas - Preliminary Plat Review #3 The following comments are regarding Review #3: 1. (Review #1) Prior to the plat moving forward as proposed, developer needs to acquire ROW and drainage and utility easement from two parcels to make Quinn Street connection as depicted viable. Developer has provided draft easement documents and letter from/to adjacent property owners for easement acquisition. Prior to construction and recording of the Imal plat, signed Quit Claim deeds shall be submitted to the City. 2. (Review #1) Provide separate recordable documents for Vehicle Maintenance Accesses. Acknowledged. Comment kept for tracking. 3. (Review #2) A temporary construction easement or right of entry will be required from owner to the west for construction of sewer and water service stubs and proposed grading. Developer will be acquiring 10' easement on west plat boundary to install fence and grade. Provide copy of easement document to City. 4. Preliminary Plat: Remove "County Highway No 109" from Nightingale Street (City street). 5. All sheets: Update HWL information (existing and proposed) for all basins based upon stormwater model comments. 100 -Year HWL elevation labels in the plans should not use the model where the infiltration basin routing starts in a dry condition, that model is for rate control only. Basin B2 in particular was mislabeled, review all other basins. 6. Sheet C1: Add note to salvage and install mailboxes at south end of Quinn St cul de sac. 7. Sheets C1, C2, C3, C4 & C5: Text from the last iteration of plans is missing labeling the front floor and lookout elevations for the existing home southeast of the plat. 8. Sheet C3: Update HWL column in lot tabulation pending storm water model revisions. 9. Sheet C4: Revised pipe grade between CB 110 and 111 to 0.5% minimum. 10. Sheet C7: Add Detail 306C, Outside Sanitary Sewer Drop Manhole. 11. Sheet C9: For The Preserver Detail, include the skimmer on the outlet pipe. 12. Additional comments pending further review. The following comments are regarding Review #3 of the Hydrology Report: 1. For basin 100 -Year HWLs (for setting HWL, not rate control analysis), infiltration basin routing should start at the outlet elevation (similar to NURP pond modeling), unless the 100 - year RATE CONTROL model HWL is below the outlet, then the modeling for the HWL model can begin at the 100 -Year Rate Control model HWL. Typically with infiltration basins, the outlet is below the 100 -year HWL Rate Control model elevation, but with this plat that is not the case. For existing and proposed landlocked basins (where outlet is above 100 -year Rate Control HWL), it is reasonable to begin routing at the 100 -year Rate Control HWL. Most basins in the 100 -Year HWL model were started at the outlet elevation, though Basin 1 P was started assuming it was dry. Review all basins and refer to comments in stormwater report. If the results of the 100 -Year HWL Outlet analysis result in higher HWLs than all other models, use that as the basin HWL. The 100 -Year HWL for Basin B2 as labeled in the plans was based upon the rate control model (routing starting at basin bottom, or dry). Review all other basins in plans for labeled 100 -Year HWL elevations, verify the "outlet" model is used. Also verify the most restrictive of all models is labeled in the plans as the basin HWL (could be 100 -year Outlet Model, 2-100 Year Back to Back, or 10 -Day Snowmelt). Revise plan elevations, HWL summary tables in Appendix and body of stormwater report as well as Exhibit E2 accordingly. As all proposed structures backing up to basins are slab on grade, we do not anticipate this to result in plan changes except for correct labeling of basin HWLs. If there are questions about this, please contact the Engineering Department to discuss. 2. Based upon the current model (pre -comment #1 revisions), Basin 4P HWL is most restrictive with the outlet model (and should have been labeled as the HWL in the plans). That being the case, an Existing Outlet 100 -Year model should be prepared for comparison purposes to verify HWL's were not increased with the project, following similar methodology as with proposed outlet model. If the proposed 100 -year Outlet Model as revised per comment 1 does NOT result in being the design HWL for any basin, then preparing an existing 100 -year outlet model would not be necessary. 3. Revise minimum grade for 12" storm sewer to 0.5% to maintain 3 ft/s in storm sewer calculations spreadsheet and update plans accordingly. 4. Once plans and model are approved by the City, submit revised plans and stormwater report to the CCWD for their information. 5. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing (pet digital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. 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W•••�1.L, IMI •••••••'o'•••�J. ., ` fest Awmg. 6ugW aanepu r D RI I I� I I ti esss6g sF.D'0iei"sore r' Ci I� �e I :> •iWa. BUILDING SETBACKST 39• Front �I §/ < �� I 1 g 4'�.: ��g2-•I� ss• &d./R- AePoont to stmt a. Unity 6w.mwH w e i11' NOT TT O SCALE D n'12. u .esu and apkmg dg t °f ya Plat bmnamr Im.a aw woes L__ J F,y V I ILOT I 1109{7 / 6 M F W N mtl Mphkg lel N,e0. uN® oMewlm ktlkat” w sham m Me Oat. Jy1 i � �' Illi �g Y .:uw v.wwwuc, v.., •, i DATE-. November 10, 2021 ��...� .... ...... :.. , A 1 FIELD DATE: November 11. 2021 E gi fSY or NKY 9 NEa 10 li1 `c n DECKED BY: RAW m Ecx �-I g I 4pDWG FILE: 21-0308 Prelim Plat t 'EM FILE N0. 21-0308.00 REVISIONS: 2-10-22; comments Der Cilv review 5-3 - mmmenb oer itv review 17 n \ \vel'/ g � I I hereby aerlHy ih a talc survey. or. o sy \ 8 rTt pervi on an bins I as D a du;y \I I, n ed land Survryor under the lave of Ne Stale of Mi�nn�e9sota. Signed: Craig A. 6Wenemann Date: 11/17/21 Lic. No. 47466 wnw'L canes ar q, w sd. I rNW1L AKA Cnh eRrm$gacN2w4, �h5 BOGARTPEDERSON Ar=O, X f esof A ASSOCIATES] INC. CwtwYmf(DrotesPM ami xvw """"nc cwt vw Ymrm f ilv u6,wnwc 2 m""+®e=m[ - �\ PRELIMINARY PLAT I W ,E=69yY i for ¢-esaZ ` I ce ,z'acP (e92.ra PLA:q 122123 a. Tamarack Land - rnra%w"aeae.C'" I 9 9 Ni htin ale Villas, LLC . \ ' , \r ✓ 1\ z 1 I r �M0.'22�i2-21-4z-WY soon aceta cans e] swmrl Tz rwmMP 3z Rw➢. Te_ 122\ ,,, ,,, NIGHTINGALE VILLAS MNe Camp: YMewH \ 27� T core 6,m Ymunmf (Rb:m cell / r --• _ _ City of Andover :)GART, PEDERSON & ASSOCIATES, INC. Anoka County, MN t-7:id-7ir•7s QUANTITY KEY COMMON NAME SCIENTIFICNAME SNF NOTES TREES 17 580 20 9 17 20A 13 SC RE RM P8 WS BLACK CHERRY BUR OAK ROCK EW RED MAPLE PAPER BIRCH QUAKINGASPEN WHITE SPRUCE PRUN US SEROTINA QUERCUS MACROCARPA ULMUS THOMASII ACER RUBRUM BETULA PAPYRIFERA POPUWSTREMULOIDES PICEA GLAUCA 13/4"DIA. 6 HIGH 13/4' DIA. 6'HIGH 13/4" DIA. 6'HIGH 13/4" DIA, 6 HIGH 13/4"DIA. 6 HIGH 13/4"DIA. 6 HIGH 13/4" DIA. 6 HIGH STRAIGHT TRUNK, NO V -CROTCH STRAIGHT TRUNK, NO V -CROTCH STRAIGHT TRUNK, NO V -CROTCH STRAIGHT TRUNK, NO V -CROTCH STRAIGHTTRUNK, NO V -CROTCH STRAIGHT TRUNK, NO V -CROTCH STRAIGHT TRUNK, NO V -CROTCH 88 TOTAL PROPOSED DECIDUOUS TREE U r--- 0 m 0 PROPOSED CONIFEROUS TREE s 2 32 '03 3 To he Saved AAX VM� Conifers B Conifers SCALE V = SO' LEGEND: ACCORDANCE TO MNITED"M75. DPROPOSED TURF ESTABLISHMENT ®®CJ® PROPOSED DECIDUOUS TREE r--- 0 m 0 PROPOSED CONIFEROUS TREE s 2 32 '03 3 To he Saved ,X4 Conifers FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN T Conifers DAYS AFTER FINISHED GRADING IS COMPLETED IN Nameter(In) Amunt ACCORDANCE TO MNITED"M75. LANDSCAPE REQUIREMENTS: 0 3 ° LH 0 0 U O 3 PER CITY OF ANDOVER ZONING ORDINANCE: 0 E p ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALL CONFORM TO THE FOLLOWINGSTANDARDSANDCRDERIA: B A. ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE: fro45 m. POTTEDRARE ROOT R EEE li Py ORBALLED4BURLAPPED g= z SEE DETAIL SOBS FORTREE PLANTING DETNL. 2 E DECIDUOUS TREES 1141NCH DIAMETER, 6 FEETHIGH �Se- 8=t EVERGREENTREES 1 WINCH DIAMETER, 6 FEET HIGH 5�:� fin 4 4 �2 9g Z 050 B. PROVIDE FOUR INCHES OFTOPSOIL (BLACK DIRT) AND SOD IN ALL 2 i B EE BOULEVARDS PRIOR TO RECOPYING ACO(LERTIFIUTE OF OCCUPANCY) C, THERE SHALL BE FOUR INCHES OF TOPSOIL APPLIED ANO THE LOT SHALL BE 8uos o SODDED OR PROFESSIONALLY S EEDED FROM THE BOULEVARD EDGE TO 6690 THE REAR WAOF THE HOUSE. THIS SHOULD BE COMPLETED PRIOR TO LL FE3a N O RECENINGACO. uBi D. SEE THE TREE PLANTING DETAIL Tota (SEE CRY ORDINANCE FOR FULL REQUIREMENTS) T Tow LANDSCAPE NOTES: Nightingale Vlllx Tree Preurvatlon Table L 1. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE To he Saved RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY Conifers FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN T Conifers DAYS AFTER FINISHED GRADING IS COMPLETED IN Nameter(In) Amunt ACCORDANCE TO MNITED"M75. 3b 2. PLANTING SOIL SHALL CANSIST 1:1:1 CONSISTING OF 33% 3 SELECT UO TOPSOIL, 33% PEAT MOSS. 33% PIT RUN SAND. L3. ALL DISTURBED AREAS SHALL BE REVEGEfATED WITH MfUDOT SEED MIX, MULCHED, B DISK ANCHORED, PER THE FOLLOWING 2 SCHEDULE: 8 SEED MIK 25-131: 220 LMAC. `y MULCH TYPE 3: 2TONWAC. m I fi q4. SEE DETAIL SOBS FORTREE PLANTING DETNL. 2 Nightingale Vlllx Tree Preurvatlon Table L Tobe Removed To he Saved To be Planted Conifers Conlfen Conifers pameter In Amount Nameter(In) Amunt Dlameter(In)) Amount 3b 3 3 24 13/4 3 0 A 8 6 W NQ QO LOIS fi 125 1 X25 mss 4 4 3 Z 050 36w 1 � 6690 0 CL 0 Tota 29 T Tow STT TOMI LT Dedduoua DeTTduom Banduous NameterRn amount Nameterlin A.. Nameter In Amount 3-6 34 36 23 13/4 75 0 17 8 8 ID15 42 ID15 90 20,25 48 2625 III YLSO 4e XF50 0 60,90 12 &F93 C Fatal 205 Total 9O Totel 75 Additional Den. Area Additlonal Deme A.. Area= 8752 It Area- 318111 aq it Y C 2 N rL C j O N E C G > O U z Q) > xd N O W NQ QO Q t� tuo N VD `9 3 Z Ew tiPa- o � u CL C12 NDOVEI� 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 Councilmembers Jim Dickinson, City Admini Joe Janish, Community Dev Jake Griffiths, Associate Planner Consider Preliminary Plat Request — Nightingale Villas — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) - Planning May 3, 2022 DISCUSSION Tamarack Land -Nightingale Villas, LLC has submitted a preliminary plat application for the proposed Nightingale Villas residential development located at PIN 22-32-24-24-0017. A map showing the site location is attached. The proposed development consists of 22 single-family urban residential lots. The Andover Review Committee (ARC) has reviewed the preliminary plat application and submitted comments to the developer. The remaining comments that have yet to be addressed are attached for review. City staff would suggest the comments be included as part of the Council's review of the preliminary plat. Conformance with Local Plans and Ordinances 1. The property is located within the Metropolitan Urban Service Area (MUSA) boundary. 2. The proposal has a net density of 3.0 units per acre which meets the Comprehensive Plan requirement of 2.4 — 4.0 units per acre for the subject property. 3. Pending tonight's action(s) the property was proposed to be rezoned to R-4: Single Family Urban. 4. The preliminary plat request complies with City Code requirements and deviations noted in the PUD request. Street Access There are two proposed street accesses into the site. One at Quinn St NW to the south of the site, and one from Nightingale St NW to the east of the site. Both access points will be full accesses. The two access points will be connected to create a through -road serving the entire development. A street stub is proposed to be constructed along the western boundary of the plat in order to serve an adjacent property with development potential. The developer has also indicated that "Outlot B" will be deeded to the owner of the property to the southeast of the site in order to provide them access to a street should they choose to develop their property in the future. Lots Each of the 22 proposed lots will be served with City water and sewer. The residential lots will meet the requirements established by the City Code and deviations noted in the PUD narrative. The developer has indicated that Outlot A and Outlot B will be deeded to adjacent property owners once the neighborhood is platted in order to avoid the creation of any permanent outlots. Coordination with Other Agencies The developer and/or owner is responsible to obtain all necessary permits from any agency that may have an interest in the site. Initial contact shall be made with the City Engineering Department regarding this item. The project has obtained an approved permit with conditions from the Coon Creek Watershed District. Park & Recreation Commission Review The Park & Recreation Commission reviewed the proposed preliminary plat at their April 21, 2022 meeting to make a recommendation to the City Council on park dedication requirements. City staff will provide a verbal update to the Commission on the Park & Recreation Commission's recommendation during the meeting. Planning & Zoning Commission Review The Planning & Zoning Commission held a public hearing on the preliminary plat request at their April 26, 2022 meeting. One resident addressed the Commission as part of the public hearing with questions related to the installation of fencing outside of the plat area on the adjacent property to the west of the site, as well as the potential transfer of the outlots to adjacent property owners. The applicant responded that a fence will be installed outside of the plat boundary on the adjacent property to the west and that Outlets A and B will be transferred to adjacent property owners once the final plat is recorded. After a brief discussion, the Commission recommended approval of the preliminary plat request with the conditions listed in the attached resolution (6 -yes, 0 -no, 1 -abstention). ACTION REQUESTED The City Council is requested to consider the recommendations of the Park & Recreation Commission and Planning & Zoning Commission and make a decision on the preliminary plat request. Approval of the preliminary plat request shall be contingent upon approval of the rezoning and CUP/PUD request for Nightingale Villas. ectfully sub fitted, Jake Griffiths Associate Planner Attachments Draft Resolution of Approval Draft Resolution of Denial Site Location Map Review #3 Staff Comments dated April 14, 2022 Preliminary Plat Plan Set CC: Tamarack Land -Nightingale Villas, LLC (Via Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "NIGHTINGALE VILLAS" FOR PROPERTY LEGALLY DESCRIBED AS; THE S1/2 OF SE1/4 OF NWIA OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has requested approval of a preliminary plat for "NIGHTINGALE VILLAS": and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat on April 26, 2022; and WHEREAS, as a result of such public hearing, the Planning Commission recommends approval of the preliminary plat to the City Council; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of Nightingale Villas with the following conditions: 1. City of Andover staff comments dated April 14, 2022 and all comments from potential subsequent reviews of the preliminary plat shall be addressed to the satisfaction of the City Engineer. 2. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat. 3. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 4. Easement documents shall be required as part of the final plat. Separate easement documents shall be required for each Vehicle Maintenance Access Area. 5. Prior to construction and recording of the final plat, signed Quit Claim deeds shall be submitted to the City to accommodate the construction of Quinn Street NW. 6. Provide copy of easement document to City prior to construction or recording of final plat for 10' easement on west plat boundary for fence installation. 7. Such plat approval is contingent upon approval of the rezoning and PUD requests. 8. This Preliminary plat shall be part of the PUD. 9. Applicant shall obtain all necessary permits from appropriate jurisdictions and agencies in order to develop the property. 10. Applicant shall provide Association documents at time of final plat addressing items identified during CUP/PUD approval process. 11. The Applicant shall pay cash -in -lieu of land for park dedication requirements. 12. The applicant has indicated that Outlot A will be deeded to PID 22-32-24-24-0014 and Outlot B will be deeded to PID 22-32-24-24-0016 once platting occurs, therefore this should occur. Adopted by the City Council of the City of Andover this 3rd day of May, 2022. CITY OF ANDOVER: ATTEST: Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA I:»GIIkNG��/ A RESOLUTION DENYING THE PRELIMINARY PLAT OF "NIGHTINGALE VILLAS" FOR PROPERTY LEGALLY DESCRIBED AS; THE S1/2 OF SETA OF NW1/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has requested approval of a preliminary plat for "NIGHTINGALE VILLAS"; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat on April 26, 2022; and WHEREAS, as a result of such public hearing, the Planning Commission recommends approval of the preliminary plat to the City Council; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby disagrees with the recommendation of the Planning and Zoning Commission and denies the Preliminary Plat of Nightingale Villas for the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover this 3rd day of May, 2022. CITY OF ANDOVER: ATTEST: Michelle Harmer, Deputy City Clerk Sheri Bukkila, Mayor A % )0VEk Nightingale Villas Site Location -J 2439 ' 2 2'° 2249 2217 2365 2077 15450 15486 15:126 r, {:-' ..r -' a f`R 15476 54�16 ;dW 15375 11377 ;,0" 2272 2230 2370 2120 2060 15416 11 753G3 15367t� r ° 15405 x•15357 3 15361 ' r_''r•` 1M "2.•,7 3: i15353� 3947 'l1r' .5v341 .3 ►1543 . •..:.... - _ 1975 '• 15333 - - �� . 15324f — I 1 4984 15316' t .15 3511 2131 15311.E 13111 1530: •, _T R 2413 1i'1. x:377 2 'r9?.. ,f. F, T 15280 ., � d`r , "• 152f�' 15281 � r l52(i J' 23411r 230f6 )27 Zz �b 15249 1.,22 15210524,9 . f , _ IT- - 1 7,71 I 9 Y2�1.1210 .2235` .• 152 10 7-120:1 l5'�'I- 1519 8 15198 '^ •�. 35183i`� 7"♦� _ 2222 X162• 21 ' 15194'. 15172. 1293x. ��;jl� 217,9 15173 ,• : °' x._135. �d" w 15154 -. Ilri 40y X363 .1 0 ". �� '�.�28t 2292 2 �1�. '13f 2182P2144 ,237 >I7S 31rz155�,. Date Created: April 19, 2022 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. Nightingale Villas I Site Location "�II`. 1 /•1785 1-. ,�. 1900 � y • 1 _ , � 'f 1� 4r 20091929 1£185 1 s,:1 `( T # ri I *k k"DOVE Q,iN F^ 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMORANDUM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: April 14, 2022 REFERENCE: Nightingale Villas - Preliminary Plat Review #3 The following comments are regarding Review #3: 1. (Review #1) Prior to the plat moving forward as proposed, developer needs to acquire ROW and drainage and utility easement from two parcels to make Quinn Street connection as depicted viable. Developer has provided draft easement documents and letter from/to adjacent property owners for easement acquisition. Prior to construction and recording of the final plat, signed Quit Claim deeds shall be submitted to the City. 2. (Review #1) Provide separate recordable documents for Vehicle Maintenance Accesses. Acknowledged. Comment kept for tracking. 3. (Review #2) A temporary construction easement or right of entry will be required from owner to the west for construction of sewer and water service stubs and proposed grading. Developer will be acquiring 10' easement on west plat boundary to install fence and grade. Provide copy of easement document to City. 4. Preliminary Plat: Remove "County Highway No 109" from Nightingale Street (City street). 5. All sheets: Update HWL information (existing and proposed) for all basins based upon stormwater model comments. 100 -Year HWL elevation labels in the plans should not use the model where the infiltration basin routing starts in a dry condition, that model is for rate control only. Basin B2 in particular was mislabeled, review all other basins. 6. Sheet Cl: Add note to salvage and install mailboxes at south end of Quinn St cul de sac. 7. Sheets C1, C2, C3, C4 & C5: Text from the last iteration of plans is missing labeling the front floor and lookout elevations for the existing home southeast of the plat. 8. Sheet C3: Update HWL column in lot tabulation pending storm water model revisions. 9. Sheet C4: Revised pipe grade between CB 110 and 111 to 0.5% minimum. 10. Sheet C7: Add Detail 306C, Outside Sanitary Sewer Drop Manhole. 11. Sheet C9: For The Preserver Detail, include the skimmer on the outlet pipe. 12. Additional comments pending further review. For basin 100 -Year HWLs (for setting HWL, not rate control analysis), infiltration basin routing should start at the outlet elevation (similar to NURP pond modeling), unless the 100 - year RATE CONTROL model HWL is below the outlet, then the modeling for the HWL model can begin at the 100 -Year Rate Control model HWL. Typically with infiltration basins, the outlet is below the 100 -year HWL Rate Control model elevation, but with this plat that is not the case. For existing and proposed landlocked basins (where outlet is above 100 -year Rate Control HWL), it is reasonable to begin routing at the 100 -year Rate Control HWL. Most basins in the 100 -Year HWL model were started at the outlet elevation, though Basin 1 P was started assuming it was dry. Review all basins and refer to comments in stormwater report. If the results of the 100 -Year HWL Outlet analysis result in higher HWLs than all other models, use that as the basin HWL. The 100 -Year HWL for Basin B2 as labeled in the plans was based upon the rate control model (routing starting at basin bottom, or dry). Review all other basins in plans for labeled 100 -Year HWL elevations, verify the "outlet" model is used. Also verify the most restrictive of all models is labeled in the plans as the basin HWL (could be 100 -year Outlet Model, 2-100 Year Back to Back, or 10 -Day Snowmelt). Revise plan elevations, HWL summary tables in Appendix and body of stormwater report as well as Exhibit E2 accordingly. As all proposed structures backing up to basins are slab on grade, we do not anticipate this to result in plan changes except for correct labeling of basin HWL's. If there are questions about this, please contact the Engineering Department to discuss. 2. Based upon the current model (pre -comment #1 revisions), Basin 4P HWL is most restrictive with the outlet model (and should have been labeled as the HWL in the plans). That being the case, an Existing Outlet 100 -Year model should be prepared for comparison purposes to verify HWL's were not increased with the project, following similar methodology as with proposed outlet model. If the proposed 100 -year Outlet Model as revised per comment 1 does NOT result in being the design HWL for any basin, then preparing an existing 100 -year outlet model would not be necessary. 3. Revise minimum grade for 12" storm sewer to 0.5% to maintain 3 ft/s in storm sewer calculations spreadsheet and update plans accordingly. 4. Once plans and model are approved by the City, submit revised plans and stormwater report to the CCWD for their information. 5. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing (get digital copy from City and type responses below original comment) when re -submitting the revised plat 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. NIGHTINGALE VILLAS P.U.D. RESIDENTIAL DEVELOPMENT TAMARACK LAND DEVELOPMENT NIGHTINGALE ST NW & QUINN ST NW CITY OF ANDOVER, ANOKA COUNTY, MN MARCH, 2022 PRELIMINARY PLANS CIVIL & SURVEY PLANS PREPARED BY: Bogart, Pederson _�//Jj/'I/I CIVIL &Associates Inc. �! LAND NGINEENG %TGlGYiMAC `/6t•N[0 " f tw/C ,$o(wfiarr0 LAND SURVEYING ENVIRONMENTAL SERVICES ANOKA COUNTY, MINNESOTA VICINITY MAP REV NO. DATE DESCRIPTION X DL,MOt3 H�wEDFEH�F,HE.�„ z orenoxz r�EuiGED FFnanew�TFxPan,M:wEw no so�E ORNATE VTEMs Wx aEp LE D. W4T'IEVEL DF WDES THE MOST W9 LEVEL OF WFOWMTp RIM/aYFd <gIECIING MTP FNOM VwTHG VTIDYRECONOS. PECODpSI1UYNCWCE Kdull, MTEWGS.pSTNI S,CCHM'DSEAVKESMMSTEF6LWGGEOGPAMK WFpLWTOry 9VSIEMMT�4 SES. CCxSTFUC1pNFUNS. ETC, Sheet List Table Sheet Number Sheet Title Cover C1 Existing Conditions & Removals Plan C2 Site & Dimension Plan C3 Grading Plan C4 Utility Plan C5 Erosion Control Plan C6 SWPPP Narrative C7 Details C8 Details C9 iDetails C10 Details C11 Details C12 Landscape Plan REV NO. DATE DESCRIPTION X DL,MOt3 H�wEDFEH�F,HE.�„ z orenoxz r�EuiGED FFnanew�TFxPan,M:wEw no so�E ORNATE VTEMs Wx aEp LE D. W4T'IEVEL DF WDES THE MOST W9 LEVEL OF WFOWMTp RIM/aYFd <gIECIING MTP FNOM VwTHG VTIDYRECONOS. PECODpSI1UYNCWCE Kdull, MTEWGS.pSTNI S,CCHM'DSEAVKESMMSTEF6LWGGEOGPAMK WFpLWTOry 9VSIEMMT�4 SES. CCxSTFUC1pNFUNS. ETC, i X � I w � I o i f r � to 1 w qUq RbR I i IO I u —� gUNGE 9lr FENCE (BEE ExO81PVCON TFT D. r—r SCALE: 1"=50' Q Q WX X f — _ _ a X XX X VELW r-. t LEGEND: X X�,=..o T E "'NOR X X XX X X REMOVE PAVEMENT SECTION (AS INDICATED), w0 r 6FM M'O G0.11B TarG C Z OYE IxEMoeE TO RRGRERr, 1 Lv_. X X X 3 3 X x X X V M1r l� REMOVE EXISTING TREES (AS INDICATED) � q XX `/ X /\ X rN1.1 GGOI `n /\�/� X XX XX EN..�TIFYGAS REMOVE STRUCTURE JAB INDICATED) o m X XX R NH Ll x X I mmww x Zzx�D X X REMOVE FEATURE (AS INDICATED) � �i V V. Z X PEMWEEgBRMGA'WXxE p O U O G X X X X x PL., v.. L1L.. u.. .r0.r EIGBRA SAW,LUT Xa 8 Kx PROTECT ANO MAINTAIN AS INDICATED) X X X:,. X X X XX X X mat// o3a C, X XXX X X X X X 'J(([][� �R[(y�y�`X�, XX X SAVE AND PROTECT TREES Xg m2 X X X X BM K`X X X hl✓ �sF� ORANGE SILT FENCE BE, o� XX XX ��[[ �(,, IF,NO "; uEmF -- - X --X –_– X JJgC' =— - =$e gm E X X X ______ JCC $zm, X X Bs X X RENG ., �G`�—�E�-E, X X �/ 41 DEMOLITION GENERAL NOTES: f X X Tac z/ L IT IS THE RESPONSIBILUY OF THE CONTRACTOR TO PERFORM OR COORDINATE�/ X jQ / � / ALL UTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTYRY X X LOCATIONS TO THE PROPOSED BUILDING. AS WELL AS TO ALL ONSITE z X \ AMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOT LIMITED TO WATER. QV X eF `uvE u+D vaDrEcrmEEs SANITARY SEWER, UNDERGROUND GAS. ETC. MZ_ NZ GU90N 2. THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND 0. iqa X LOCM STANDARD SPECIFICATIONS FOR CONSTRUCTION. UTBTTY CONNECTIONS W (n fn X ORnNGE SLI HE.. I.EERQ wv CONTROR.' _ UMCERG uununESGNROl I (UNDERGROUND GAS. WATERMAIN. AND STORM SEWER) MAY REQUIRE A PERMIT GW MR X — _ — — — -- FROMTHECRY. Lu — — — — — — _ S. THECONTRAGTORSI VERIFYTHEEI ATIONSATPROPoSED d Q L I CONNECTIONS TO EXISTING UTILITIES PRIOR TO ANY DEMOLITION. m <x� Ir F V OH wLL REMOLESTR CTURE —_— —— I d. CONTRDISCON ECTIONTOR ,S COORDINATE WRHTHE CITY RO ANDOVER OVA-S.CONTRALLUTLLITY IA O u —I 3 SHALL OORDIN5,5ERVpE DISCONNECTIONS AND OVALS.CONTRACTOR www mr — — — — — 2 SHALL COORDIlUTE UTILITY DISCONNECTIONS ANO RELOCATIONS WTMTHE a U) chi mr 'MOVEE*NG R- h UTLITY PROVIDERS PRIOR TO THE STARTOF CONSTRUCTION. ALL SERVICE 0 ywpw �+ CONNECTIONSIDISCONNECPONS SHALL BE PERFORMED IN ACCORDANCE WITH Qa — — — — — — — — IGnwor STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION, CLEAR MIDGRVe __- t CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSJACENT TREES.VEGErn.rox ---- - ---—- 1— 2 B. RIGHT-OF-WAYS. NG SR QUIRE FOR UTILITY CONSTRUCTION THIS PROJECT.THE WITHIN MIP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE X— — — — I WATER, THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS _ _ _ VISIBLYCLEANWATEA. LrovE suuc a S. CONI SHALL PROTECT UTILITIES. STRUCTURES AND TREES (NOTED AND ,N Z — BAVEAVDVROTECTTREIN I NOT NOTED) TO REMAIN AND SHJ-L BE RESPONSIBLE TO REPAIR DAMAGES TO C Z _—_—_—_—_--_— _ ANY FEATURES TO REMAIN. Gl ]. CONTRACTOR SWILL FIELD VERIFY THE EXISTING CONORIONS OF THE PROJECT ff—X AREA AND REMOVE ALL TREES NOT DESIGNATED TO BE SAVED AND PROTECTED. t%- W L 'J = — EBRR RMO BOULOERSMDTOnOILSHALLSEREWO DFROM O C_ 7 —t— N — — _ — — — —_ —_ __ —. .—. _— _ — — _ . _ _ — — — — — — I a i / GAPER rowERLwes # Pl -- B ILIZING ANOKA COUNTY COORDINATES AND ELEVATIONN DATNM � 0) > U w ALL TREES.O EXISTING TOPOGRAPHIC SURVEY COMPLETED WENCK ASSOCIATES L REMGvsswxlRv oTrvER .-- _ _ _ CAUTION Q a GE RrOaw a VER TO UIDONER WeLIG WORKS) — —~ — 8. UTILITY MAL" LEVEL I5 UHUTY QUALITY LEVEL D PER CVASCE 38-02, fO 0' Ofi11M202t Ui PROTECT _ I _ _ _ INnvo ee) _ _ ARRUCTE.sr NG _ o T. � °W C a O R'N CJEEIrOv ORIVEw µ.REMOVE. PFPL4CE \ / u y G' .. FAS GRFEMFM RESTORE 5 0 D / I I MU 0 OOCO VT FTSZ ' RRWTCN TTANDP AQ SANCGTEAnNG ' IcooaD Nn ryweoWNER. \ ZGC &TEw Z . DRM1'E E.,C ES c L.CE .. SIT �n Cu s s LEI NEYI�TIN6iRE IB ... DT Dl: w 3: v0.0TECTTDOME0. ALVEBUNTL URUvnuM'Tr lxsTALunox j / SHEET NO. y sewcur rR SOFn Ir f CALL-HOURSBEFOREDIGGWG: c 1 GOPHER STATE ONE CALL TWINCHNAREAGRI. qY! MWNESOTATML FREE td0 UlIE GIREMENT ' MAILBOXCL _ fu ICE (d96 FGnIJ / �isw 1 MNDOTSIfi YJdA ...-...IXEEPOFF WFL1FAigNARE91 {IYP) t Sl1 -$D K^ \. 7-7 ____ __ ------ T1 M^'(_—_ \ �.�• 1 7 I_E •� vlxc LEGEND: E �C i� 9 I 4 wRREsw PROPOSED ASPHALT PAVEMENT hEsiR PE II IMETow+uvE I PROPOSED DRIVEWAY LOCATION \:: \. \ 1 11 I I I I I I slue'°, I II / ��I I 1 I � 1 I�"�i �� I I I• I �` I Y aA \ II 1 wn M \\ w' I I C \ CONCRETE CURB AND GU - B618 NTITE RIGXiiVflNMROW mP) TTER - \ CONCRETE CURB AND GUTTER - SURMOUNTABLE ..:....:...y. B �i�'L•(�%�.{WLyL "� D o _ r 11 Eaay T PROPOSED SIGN \ 'M • STER 10 ..... I.. ... � \ XRUANDflIGNT • t J MVLBO%CLV �l � �MiARa y. , .,.. . ,. .. �K �' // P ��.. 'moi '.. ;`, "�•' � I I �4�B0.T8' /�H PROPOSED HOUSE PAD I� Y v ovosepssrluiT }}��"" �.�� !M. I .9 •.. 1 4 '� I I � � I s}Is :�}'. t L............ ROPOGEOORNIEWPY iocniKm'. T ro FLS H'J! \ I 11 .� C fiF. !� u.l n \> II II �/� �-r �. tvv".�bn.•. ... :..... .... x'.. sTAPIn c 1 fi`- ♦ ,'i� �I 1 rr� I I a I I\ c --.a -I I �; i I" I � D. 1 Iv:'. >^, I s o� .� X41 L� -_ •"'j ] . / r, '• \ r� L - I 9-- MRows mvl p G \ 1 •Jy' ] I � WXIIESMP G �\ SURMOUNTABLE CUM d GUTTER :2';, W ,,�} II, f '`�' BaruREGENFERL E 1 «I rY 4 /^nl4 /fYW EX/EN ]5 CF - SJ]6 I DO t IINFAO MI _ \ 9RR YF FfD I j I 6.tx�I _ PD a„ / 11%EEvoFF wF1 mm.. ` TMTb�NMe I _ � PROMEEDHODsevAn 'auTlaN EINSTN CONCR _ J EBV __ J 1N .Iryy Y 53911 E M.0n e] 3� ama � y REInsrAll LPgSFtluT .. FROM SARNEWgW Y TO NEW WRB I L R'2M / / pg i r Y\ FCIIr/ } t. l % J L(cuT ' % 0.h8G f E PR 9 TI TOP501I,MDS SQ ' GCGR C j R� Il0 K°r��woAP xu wAe{ xo sE ry � DI rE Wi X11D Eowxw. / L ]D / fl »29596 o(AN � 1 2 F a REIVIGE%IBlwfi VINNSi N4V ��;n SILKl22 I l I �� R !"�7. pcme>c9s n Av) CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWINCNYAREA651<NJW2 MINNESOTA TOLL FREE 14!X352-1165 0 a 0 r 0 N C2 2 LII y SITE PLAN NOTES: �� ^' 'WXIIESIFIFE DIMENSIONS TO OF 1. PAINTCURB. ^I OTHEENT R TO BAC O CURB. I CURB.ALL OTHER DIMENSIONS PRE SHOWN TO BACK OF CURB. ALL I�(ryry,III J 2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED NP A1tROWVYPI AA PARKING STALLS TO CONFORM TO CURRENT D.REQUIREMENTS. LOCATION /X3. ING UTILITIESF CONSTRUCTION. PRIOR TO CONT RACTOR I ir��---- I CONTSOF SHALL NSTALL EROSION OL MEASURES PRIOR TOTHE 1• S. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CRY. 2 COUNTY AND STATE REGULATIONS. b. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. m 0p I T. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLAINS & 6 / � SPECIFICATIONS. SITE PLAN INFORMATION: �- PsaSe LAREA DEGf 11� i E%IONINO : : RI DGTRIcr ..TM PROPOSEDZONING: Yah 1 • P.MGUMDEVELOPMFNl PRINCPAL STRUCTURE SETBACKS: -FRONT: SS REAR'. Ja � I .:� •s DEaFavAVACEXT: is IIIc g p.] SITEDATA EXISTING PROPOSED (B9J J8 P[ffl) ISUDPAVEMENTMEA OSI 11.1215F II[ BUmwGPRFA two IF 1100$1 piNEWAYpXFA OSF II.NXG1 FEFNI]USMEA I IMSF 2]669] 1 i0]ALMFA 11191BSF <11818 sF CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWINCNYAREA651<NJW2 MINNESOTA TOLL FREE 14!X352-1165 0 a 0 r 0 N C2 i zcv—�4xrPr 12 �� OMEi ELEV'.6WIY=E9fa1 EASR145E VEPflESSpX IR1 E<ISTBIGHWu=4M..T PRoroseP IrvA=B55 m IBTe loav LEGEND: - ------ - - - n - PROPOSED RIP RAP I I I I I I IXISTWG SW BFPRESSpN1Yr \ Xsw.w Tc Po TNGHWL49BaI X.., G s60xw.-XA rto flown I \ Xsw.msw IB10�W-vFar11 I xsw. P I -- - X... NEW TOP OF GRAVEL ELEVATION XWN FG NEW FINISHED GRADE ELEVATION XXWA3 EX EXISTING ELEVATION j N PROPOSED CONTOUR N PROPOSED SLOPE EOS EMERGENCYOVERI Elm PROPOSED FILL AREA (ABOVE EXISTING p SURFACE) LLLLLLI Fi L LLLII 16.5 TEMPORARY WET ANDIPOND BUFFER .LULL 0 PLANS ASSHOWN ANO MEAT THE ENGINEER BEFORE BIDDING TIE SCALE: 1—SO, VEHICLE MAINTENANCE ACCESS v Z A Q N- PROJECT MDBEGINNING CONSTRUCTION. zG V d SHEET N0. C3 2. CONTRACTOR SNAIL LOCATE AND VERIFY ALL UTILITIES WHICH MAY u M AFFECT IS WORK AND NOTIFY THE OWNER OF ANY CHANGES. rc; CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRM H [ y,'�\•� TO BIDDING ME PROJECT AND COMMENCING WORK. w 0 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT — O R I it r rrNO _ 12 �� OMEi ELEV'.6WIY=E9fa1 EASR145E VEPflESSpX IR1 E<ISTBIGHWu=4M..T PRoroseP IrvA=B55 m IBTe loav LEGEND: - ------ - - - n - PROPOSED RIP RAP I I I I I I IXISTWG SW BFPRESSpN1Yr \ Xsw.w Tc Po TNGHWL49BaI X.., G s60xw.-XA rto flown I \ Xsw.msw IB10�W-vFar11 I xsw. P I -- - X... NEW TOP OF GRAVEL ELEVATION XWN FG NEW FINISHED GRADE ELEVATION 12 �� OMEi ELEV'.6WIY=E9fa1 EASR145E VEPflESSpX IR1 E<ISTBIGHWu=4M..T PRoroseP IrvA=B55 m IBTe loav LEGEND: - ------ - - - n - PROPOSED RIP RAP GRADING GENERAL NOTES: \ Xsw.w Tc NEW TOP -BACK OF CURB ELEVATION X.., NEW FLOW LINE OF CURB ELEVATION \ Xsw.msw NEW SIDEWALK ELEVATION xsw. P NEW TOP OF PAVEMENT ELEVATION -- - X... NEW TOP OF GRAVEL ELEVATION XWN FG NEW FINISHED GRADE ELEVATION XXWA3 EX EXISTING ELEVATION j N PROPOSED CONTOUR N PROPOSED SLOPE EOS EMERGENCYOVERI Elm PROPOSED FILL AREA (ABOVE EXISTING p SURFACE) LLLLLLI Fi L LLLII 16.5 TEMPORARY WET ANDIPOND BUFFER .LULL 0 PLANS ASSHOWN ANO MEAT THE ENGINEER BEFORE BIDDING TIE SCALE: 1—SO, VEHICLE MAINTENANCE ACCESS v Z A Q N- PROJECT MDBEGINNING CONSTRUCTION. zG V d SHEET N0. C3 2. CONTRACTOR SNAIL LOCATE AND VERIFY ALL UTILITIES WHICH MAY u M AFFECT IS WORK AND NOTIFY THE OWNER OF ANY CHANGES. rc; CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRM H [ TO BIDDING ME PROJECT AND COMMENCING WORK. w 0 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT — O R I it r _ STRUCTURES ANDIOR PAVEMENTS TO REMAIN. MEET EXISTING GRAOES ALONG STREETS. PROPERTY LINES, AND DRNEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT. S. NRF ESTABLISHMENT AREAS SHALL RECENE MINIMUM OF 4 -DEPTH AS MEASURED IN PLACE OF TOPSOIL TOPSOIL WRL BE FURNISHED w0 AND INSTALLED BY THE CONTRACTOR. ALL GRADED SLOPES I[a GREATER THAN OR EQUAL TO 51 SHALL BE HYDROSEEDED, EROSION A 3 3 CONTROL BLANKETED, OR MULCHED TO HELP STABILES THE SLOPES ByGENEMLCONT%MTOR. P 6. PROPOSED SPOT ELEVATIONS ME TO THE TOP OF CURB UNLESS n NOTED OTHERWISE, ELEVATION OF FLOW LINE IS S' BELOW TOP OF CURB UNLESS OTHERWISE SHOWN, m T, MAXIMUM SLOPES SHALL BE FOUR TO ONE (4'.1) m 0 w S. SITE IS LOCATED WITHIN THE COON CREEK WATERSHED DISTRICT. SZj 3 V E 0 9. HWL 15 THE HIGHEST PEAK ELEVATION OF THE BACK TO BACKo o v u o G 100 -YEAR. SNOW MELT.OR 1N YEAR OUTLET STMT STORM EVENT. SEE STORM WATER REPORT FOR MORE INFORIMTION. 1 10. NLLDISTURBED PERVIOUS MEAS SHP118E DECOMPACTEO BEFORE S; W SEEDING. 12 �� OMEi ELEV'.6WIY=E9fa1 EASR145E VEPflESSpX IR1 E<ISTBIGHWu=4M..T PRoroseP IrvA=B55 m IBTe loav LEGEND: - ------ - - - n - PROPOSED RIP RAP 2 IDS m Z GRADING GENERAL NOTES: \ Xsw.w Tc NEW TOP -BACK OF CURB ELEVATION X.., NEW FLOW LINE OF CURB ELEVATION \ Xsw.msw NEW SIDEWALK ELEVATION xsw. P NEW TOP OF PAVEMENT ELEVATION -- - X... NEW TOP OF GRAVEL ELEVATION XWN FG NEW FINISHED GRADE ELEVATION XXWA3 EX EXISTING ELEVATION j N PROPOSED CONTOUR N PROPOSED SLOPE EOS EMERGENCYOVERI Elm PROPOSED FILL AREA (ABOVE EXISTING p SURFACE) LLLLLLI Fi L LLLII 16.5 TEMPORARY WET ANDIPOND BUFFER .LULL 0 PLANS ASSHOWN ANO MEAT THE ENGINEER BEFORE BIDDING TIE SCALE: 1—SO, VEHICLE MAINTENANCE ACCESS 2 IDS m Z 8. TOTAL LOTS. GRADING GENERAL NOTES: B. TOTAL UNITS. RUNITS 10. NET DENSITY: 3.0UNITSACM 11. RIGHT OF WAY AREA: 1.7 ACRES 12. COUNTY RIGHT OF WAY AREA: DACRES 13. ROMMILES: 024MILES 2u 1. TIE COMPACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN j N s N a Q a E2 EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE Z p c tCU -0 0 PLANS ASSHOWN ANO MEAT THE ENGINEER BEFORE BIDDING TIE 4 v Z A Q N- PROJECT MDBEGINNING CONSTRUCTION. zG V d SHEET N0. C3 2. CONTRACTOR SNAIL LOCATE AND VERIFY ALL UTILITIES WHICH MAY u M AFFECT IS WORK AND NOTIFY THE OWNER OF ANY CHANGES. rc; CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRM H [ TO BIDDING ME PROJECT AND COMMENCING WORK. w 0 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE. STRAW SALES. ETC.). O R 4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PIAN, PMTICULARLY WITH EXISTING STRUCTURES ANDIOR PAVEMENTS TO REMAIN. MEET EXISTING GRAOES ALONG STREETS. PROPERTY LINES, AND DRNEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT. S. NRF ESTABLISHMENT AREAS SHALL RECENE MINIMUM OF 4 -DEPTH AS MEASURED IN PLACE OF TOPSOIL TOPSOIL WRL BE FURNISHED w0 AND INSTALLED BY THE CONTRACTOR. ALL GRADED SLOPES I[a GREATER THAN OR EQUAL TO 51 SHALL BE HYDROSEEDED, EROSION A 3 3 CONTROL BLANKETED, OR MULCHED TO HELP STABILES THE SLOPES ByGENEMLCONT%MTOR. P 6. PROPOSED SPOT ELEVATIONS ME TO THE TOP OF CURB UNLESS n NOTED OTHERWISE, ELEVATION OF FLOW LINE IS S' BELOW TOP OF CURB UNLESS OTHERWISE SHOWN, m T, MAXIMUM SLOPES SHALL BE FOUR TO ONE (4'.1) m 0 w S. SITE IS LOCATED WITHIN THE COON CREEK WATERSHED DISTRICT. SZj 3 V E 0 9. HWL 15 THE HIGHEST PEAK ELEVATION OF THE BACK TO BACKo o v u o G 100 -YEAR. SNOW MELT.OR 1N YEAR OUTLET STMT STORM EVENT. SEE STORM WATER REPORT FOR MORE INFORIMTION. 1 10. NLLDISTURBED PERVIOUS MEAS SHP118E DECOMPACTEO BEFORE S; W SEEDING. •, IRUNSIDD REG 2 I 9umE6rtBPewFwa XGnAGE 105'sELcw HEw GPEHwc+twxELEv.I S?�� 25 c ti Qn 896.1 SVGGESTEBLOWROGi E11VATCN �Sv15 FB sucGESTEo6ulgxG rvPE m $ mm$ $ �' -nI5 �' 9V33 SVWESTEG GNUGE ROGi E1FVAlKW ISXONNON3TPFFF 3GE1 cg 22 �1�m m fIS (RQ SOEI FB' DENOTES fN1 BA3E1YEM B O q a� o �� SITE AREA TABLE: y z 1. GROSS RESIDENTIAL AREA 9,9 ACRES 2. WETLANDS. WATER BODIES, AND 0ACRES LU W y it oLu - NONSTORMWATERPONDS n W aQ 3. PUBLIC PARKS I OPEN SPACES I OUTLOTS: 0.4ACRES wLL 4. ARTERIAL ROAD ROW: OS ACRES FU z 0 5, FLOODPWN: I.SACRE$ u F QM m 6. VEHICLE MAINTENANCE ACCESSES: 0.1ACRES I z 04 T. NET RESIDENTIALAREA: TAACRES R 8. TOTAL LOTS. 22 LOTS B. TOTAL UNITS. RUNITS 10. NET DENSITY: 3.0UNITSACM 11. RIGHT OF WAY AREA: 1.7 ACRES 12. COUNTY RIGHT OF WAY AREA: DACRES 13. ROMMILES: 024MILES Y C Z a, CL �a n pE �' c 2u j N N a Q a E2 a Z IDD c tCU -0 0 x v Z A Q N- Q F O V d SHEET N0. C3 (&56.31 eYn'NJ HLTRAilox enswlBzl ro STG tO1YFAR .� ,C'E'J O Ei (E sttal [C% -.�-li Ill Si -. rCtL P'_E .J%l GD EFES 221, Po 40Y OF OVSSZM 'r\` v im G G Goss `1ti 1- 6 I % I 8 c�� I ��•°� g a.,"X� r `�� I 10 Ba sn+se .„ (Be lcz Y�r 1`v tb�ena. .p� VA eso4 11 I I I Ii' �IIJ I 7 soG sac I I soG FBS '1' l %xxR I S.e 1 1 12 s Evsnxc SSIO MYOEPREX FOO .6:!..cs vnoB NII.resnce X31 a»e 1 pB \\ 1 1 ¢sea I ess.z I soo.z I I aoz w" I Fe I I ,2. 11 �� 4 R I IGH,j) • -i��2 a 1 4\\ ...L �'»�,,. �. Poz. I I 1 f.. ,r I I 1 a l \ \ r<= s \ \ 11 �1 I I ,^..''� 1 1 I I Fe I II `' f•`r I: , I asst I I s.l Duvwualiw� \\\ ioFaseN w 1 111 I I 1 I FB m I 4nn I fe.00 O�P2SaM �• I I BO e,�. 1� %it I J ''ol \ ` � n �.,�.� r"T I :, t .n.Nt :,..w �• f °"ro r.-NF.t,",,.� 44 wrot rmvrn mores. �I /+y /wrsv «E/ X o60 0$ snww am S G� GXINNS 9t F YOVnm j R 8. Ep5nNG 5W OEPRFSSpX (f P) -- ExI6nnGITM�6m91 E %iOPo6EOHYrl=XP(IOaOPOI _y bw' �M -- lORtmvFutl I r (BIB 100-Yeer) I "�j $ 5 IIf SOG9fIIIII SOG '. I rENIC1EMAWTEN4H 1E ACCESS I .E 6mtP 4i 44 Ic vranx I r 2crarrrvw �� more., -4 w� STRUCTIRE TYPE ee>e/ CBBTI cr OR INf ELO � (48')421 R -3501 -TB - rt OC OFG CBML104 W 421 R -3501 -TB - 0 w n3 CB] E SII R -3501 -TB CBM/ S09 R I �rnq�5, 'w •ere DB 7 MSTNGCEMPwIOEvnE NO?HlO � I0 LGZI 2 y \ii EXII PAF,XI FD� AI 4IED ,g :laR IBR IN"FAH SNY_22 Fk�89�J C I SCALE: 1"=50' o H� (RIH9205P )I) \ii p p » PROPOSED STORM SEWER 3 IHFILPNIIDH&SIN IBI) Ek I, EE DNresyVvn (➢P) YC�L9601 PROPOSED WATERLINE I r 'W'Y WUE 69188 ICT IOG-Ye vr) OIIJ TEL FlEV:(FE5109) 98f]0,885,81 E%ISnXGSE OEPPF5510N IiP1 � PRCPO6ED RYM1�S9869 ROFOSGhW SIH. PROPOSED WATER SERVICE w0 _ IGTG IcavFa¢) rcz Lt-_-_ y Ic vranx I r 2crarrrvw �� more., -4 w� STRUCTIRE TYPE B 9 xa wv Ros IE BeB3 l CBBTI cr R -3501 -TB - V Yr (48')421 R -3501 -TB - rt 48' 421 R-M.TS - CBML104 W 421 R -3501 -TB - 0 w R-3501-113 C PRESERVER (SEE DETAII CB] 213' 420 R -3501 -TB CBM/ S09 R w3 CB 110 R%3'1420 R-3501-78 I0 4R" 421 2 y CBM1112 145" 421 � � .I � Al� SNY_22 Fk�89�J C SCALE: 1"=50' o H� (RIH9205P )I) LEGEND: STORM SEW ERSDW CNRETABIE X STRUCTIRE TYPE � CBBTI 2X3' 420 R -3501 -TB - CBML102 (48')421 R -3501 -TB - rt 48' 421 R-M.TS - CBML104 W 421 R -3501 -TB - 0 w R-3501-113 C PRESERVER (SEE DETAII CB] 213' 420 R -3501 -TB CBM/ S09 R w3 CB 110 R%3'1420 R-3501-78 I0 4R" 421 2 y CBM1112 145" 421 0 -3501 -TB _ 5Y o C SCALE: 1"=50' 0 og LEGEND: p p » PROPOSED STORM SEWER .� p PROPOSED WATERLINE nS > PROPOS EDSANITARYSEWER PROPOSED WATER SERVICE w0 rcz - s PROPOSED SANITARY SERVICE 's i ® PROPOSED SANITARY MANHOLE ► PROPOSED FLARED END SECITON S 3 e r ® PROPOSEO STORM MANHOLE ■ PROPOSED CATCH BASIN m m w M PROPOSED GATE VALVE&BOX im Is 3 w E Z {1 PROPOSED GATE VALVE& HYDRANT PROPOSED RIP RAP 6Ydfl EL -90.181' m 3 �' \ � 8'XB'4'RIICK POLYSTYRENE INSULATION (IYP) Z 'a53d UTILITY GENERAL NOTES: a �_MEE- 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS. o. r0 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT w +� -6 THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY 2`'a. �nocE e FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AMID COMPANIES _L COMMENCING WORK. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE@X3a 0 WITH GRADING PLAN AND EXISTING UTILITIES. PARTICULARLY WITH EXISTING •, STRUCTURES AND/OR PAVEMENTS TO REMAIN, I 4. THE CONTRACTOS SHALL NO TEA ANY DISCREPANCIESBETWEENWITHINEXISTING Zod - OO AS XTING INT ELDAND AS THE WITHINNTJE INS AS SHOWN AND THE ENGINEER BEFORE BIDDING THE PROJECT ASEER BEFORE BIDDING CONSTRUCTTNE AND BEGINNING CONSTRUCTION. ANDRE (nZ u)z e' Ill 5. WATER LINE TO MINIMUM 0.0 FEET DEPTH. wLu $3§„ 6. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF 0 W aR CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW wx� UTILITIES. dQ T. ALL CROSSING ELEVATIONS OF NEW UTILITIES& SIZES OF THE EXISTING UTILRIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE m wLL rC! j SURVEY. =zr" O ^'j IC p I B. ALL SANITARY SERVICE PIPE AND FITTINGS WILL BE SCHEDULE 40. QNim 9. ALL STORM SEWER SHALL BE PVC SCHEDULE 40 WHEN LESS THAN 8' IN V mop b 0 a DIAMETER. All ROP STORM SEWER SHALL BE CLASS V PIPE UNLESS OTHERWISE f Ar Sr' I NOTED. ALL HOPE STORMS 2NERSHALL6EDDALWALL HIGH PERFORMANCE (00p 30w POLYPROPYLENE PIPE AND SHALLCONFORM TO AASHTO M330. 1D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATERMAIN. 11. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY PAVEMENT WHICH IS DAMAGED OR REMOVED ASA RESULT OF THE PROPOSED WATER, SANRARY, fESaz 'ISE STORM SEWER SERVICE INSTALLATION. y -ease 12. SEE THE DETAILS FOR PROPOSED SERVICES. /�L I Y 13. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL Z BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE C �E WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS C ED. Z VISIBLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO N SANDY SOIL CONDITIONS. 0 E IC _ J CL v� 14. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR DIVISION STREET V Z \=J PAVEMENT REMOVAL, UTILITY INSTALLATION, AMD REPLACEMENT.` / > ul 15, PRESERVER BY MOMENTUM ENVIRONMENTAL SHALL UTILIZE BOTH DISSIPATER 1 Y 0 y ED g & SKIMMER. SEE STANDARD DETAIL. 0 ED d EEJ�2P DID bJD ° � STORM SEW ERSDW CNRETABIE STRUCTURE NUMBER STRUCTIRE TYPE CASTINGNPE SUMP NOTES DEPTH CBBTI 2X3' 420 R -3501 -TB - CBML102 (48')421 R -3501 -TB - CBMJIID3 48' 421 R-M.TS - CBML104 W 421 R -3501 -TB - CBMI105 (V)421 R-3501-113 C PRESERVER (SEE DETAII CB] 213' 420 R -3501 -TB CBM/ S09 60' 421 R -3501-7B CB 110 R%3'1420 R-3501-78 COMI111 4R" 421 8-3501-71` CBM1112 145" 421 0 -3501 -TB Z z Ew U SHEET NO C4 I , IiW 51.OFERO510NGOT0 (.WI TE.FORARYI( LFE4 ROW OF0.WL9E0.0W '� - �'S� nnu ccm um»xi � ShT FENCE MOUXOPASIN r1➢59 e DO\ R cwv' TTICOI3 I TERSEC W W STI Y � em.e r l,�fc999z I aoos. soc soy SOG 9A3 4 1' SSix BDO� I / \ / Y � em.e r l,�fc999z I aoos. soc soy SOG 9A3 4 1' SSix BDO� I - ! I. I I Y d949!P (YI i• CI FAHDII, ,2 .lr \ RE 894a�f i / i ( 9ll 0 Pr.4M1�Ir` ("692 xu VJ 1 xd%r / I Ll .1 OF 3FR.FHTOR INLET PROTECTION / \IRV 0 w _ SCALE: I"= 50' ��4 1 O.I.LT°�F N_ I Y J/ -nc LEGEND: � l Iv �• it f e I {LI5 I b A I� c �. Ik _•_•' •• � P- S I. EROSION CONTROL BLANKET (3N) � 1 $R9PdJfl91��IlA:i�r'.( . I. 9 ♦ ,♦ - ! I. I I Y d949!P (YI i• CI FAHDII, ,2 .lr \ RE 894a�f i / i ( 9ll 0 Pr.4M1�Ir` 699 Y 1 y .�1 d' n • y OD. . Ij�W S d j C9W] ) 4p E � 1 .. � I S L \ �. / BOG.• i) "P FIAOEROCKCONSIiiVGTgNE%fi` I 999,] I I 9DDa -4 -\ r F w ' FI F✓ S S .O E 9p NTROL BIPNI(ET(]N( a yasJ.l; w IYG.., & i s xvlCU SEED M`xsur EV -7 IF k(t5pIILFOF SEDIME L.WLELP ECiq [IjI COFi9sso c.Y.FO CIASS.x I RM ' - l7 Q� A _ I ( _ w ve cw- - r Ec c9, an f I `r cPo. o bP hn z. s ), ( Y a .-. \ �RJDSY OF EROSONCOMIiOWI LBXET(3N( k\ \ .- _ _..., \ .✓I Iii III qqa LTHATION SEEDMUxxx61 `PJ IV V FA GE T� ,I 11 ]11 CVS - / I .d95 ] -\..1 i W[ L.I ✓ r nraoxL ' 9] I , I i; 8 I I 1 / i x Jr529G PLAN CNN)/ EROSION CONTROL NOTES: 1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUOTIONIGRADING LIMITS SHOWN. 2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCYS STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL PERMIT REQUIREMENTS. 3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED "HORTO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. 4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY T DAYS AND WITHIN 24 HOURS OF MY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPGA, 5. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 6. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF ANDOVERANDTHEMPCA T. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES INCLUDING SILT FENCE AND BALES UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. S. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREA SHALL BE REMOVED DAILY. 10. THE SITE SEDIMENTCONTROL FACILITIES FORTHE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN T DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. 12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MWOOT SEED MIX. MULCHED. FERTILIZED & DISK ANCHORED, OR HYDROSEEDED, PER THE FOLLOWING SCHEDULE: SEEDMIX25-131: 220 MAC. FERTILIZER 22510: 350 LBIAC. MULCHTYPE3: 2TONSIAO. INFILTRATIOWPOND SEED MLC 23261: 35 LBIAC. 13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN ON PLANS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST. 14. INLET PROTECTION SHA1L BE REMOVED BY CONTRACTOR PRIOR TO WINTER FREEZE AND BE REPLACED IN SPRING IF SITE STABILIZATION IS NOT ACHIEVED, OR AT THE DIRECTION OF THE CITY ENGINEER. 15. ALL STOCK PILES SHALL BE STABILIZED WITHIN T DAYS OF ROUGH GRADING OR INACTIVITY. 16. SILT FENCE PROVIDING SEPARATION AND PROTECTION FOR TREES BEING SAVED SHALLSEORANGE. Q O m I m In W W U 2 Y LL Z NZ w —_ g W x Z DW W F a �m wi. w 0'N A ym QN FN D a owl ¢^ maf$w A -r C Z 41 @ 0 E � 3 v o O a v v m C p � H OD C Q 0 C m d L Y O 0 U Q N O DD 0 bA c z E W 0 Q F W Y d U C5 ("692 xu VJ 1 ' / I Ll .1 OF 3FR.FHTOR INLET PROTECTION / / I r 0 w _ SCALE: I"= 50' ��4 O.I.LT°�F N_ I Y J/ -nc LEGEND: � TEMPORARY ROCK CONSTRUCTION ENTRANCE �• ••' /+ • I lo`• I c �. Ik _•_•' •• EROSION CONTROL BLANKET (3N) { ]xDSY OF ERO I.YCONFROLGUV.(3) I ^�12 •- D TURF ESTABLISHMENT SEEDING Wzn I Fe,,! 1 1 $ P W e GRADINGLIMITS AND PROPOSED X34 iS^i \ TEMPORARY SILT FENCE • \I'- FIBER -LOG ROLLS .r irl '� • PROPOSED RIP RAP PROPOSEOCONTOUR E.O.F. EMERGENCY OVERFLOW r INLET PROTECTION 699 Y 1 y .�1 d' n • y OD. . Ij�W S d j C9W] ) 4p E � 1 .. � I S L \ �. / BOG.• i) "P FIAOEROCKCONSIiiVGTgNE%fi` I 999,] I I 9DDa -4 -\ r F w ' FI F✓ S S .O E 9p NTROL BIPNI(ET(]N( a yasJ.l; w IYG.., & i s xvlCU SEED M`xsur EV -7 IF k(t5pIILFOF SEDIME L.WLELP ECiq [IjI COFi9sso c.Y.FO CIASS.x I RM ' - l7 Q� A _ I ( _ w ve cw- - r Ec c9, an f I `r cPo. o bP hn z. s ), ( Y a .-. \ �RJDSY OF EROSONCOMIiOWI LBXET(3N( k\ \ .- _ _..., \ .✓I Iii III qqa LTHATION SEEDMUxxx61 `PJ IV V FA GE T� ,I 11 ]11 CVS - / I .d95 ] -\..1 i W[ L.I ✓ r nraoxL ' 9] I , I i; 8 I I 1 / i x Jr529G PLAN CNN)/ EROSION CONTROL NOTES: 1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUOTIONIGRADING LIMITS SHOWN. 2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCYS STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL PERMIT REQUIREMENTS. 3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED "HORTO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. 4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY T DAYS AND WITHIN 24 HOURS OF MY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPGA, 5. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 6. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF ANDOVERANDTHEMPCA T. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES INCLUDING SILT FENCE AND BALES UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. S. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREA SHALL BE REMOVED DAILY. 10. THE SITE SEDIMENTCONTROL FACILITIES FORTHE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN T DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. 12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MWOOT SEED MIX. MULCHED. FERTILIZED & DISK ANCHORED, OR HYDROSEEDED, PER THE FOLLOWING SCHEDULE: SEEDMIX25-131: 220 MAC. FERTILIZER 22510: 350 LBIAC. MULCHTYPE3: 2TONSIAO. INFILTRATIOWPOND SEED MLC 23261: 35 LBIAC. 13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN ON PLANS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST. 14. INLET PROTECTION SHA1L BE REMOVED BY CONTRACTOR PRIOR TO WINTER FREEZE AND BE REPLACED IN SPRING IF SITE STABILIZATION IS NOT ACHIEVED, OR AT THE DIRECTION OF THE CITY ENGINEER. 15. ALL STOCK PILES SHALL BE STABILIZED WITHIN T DAYS OF ROUGH GRADING OR INACTIVITY. 16. SILT FENCE PROVIDING SEPARATION AND PROTECTION FOR TREES BEING SAVED SHALLSEORANGE. Q O m I m In W W U 2 Y LL Z NZ w —_ g W x Z DW W F a �m wi. w 0'N A ym QN FN D a owl ¢^ maf$w A -r C Z 41 @ 0 E � 3 v o O a v v m C p � H OD C Q 0 C m d L Y O 0 U Q N O DD 0 bA c z E W 0 Q F W Y d U C5 STORM WATER POLLUTION PREVENTION PLAN NARRATIVE: SCHERALNFORIM . M1a STORMNATER POLLUTION PREVENTION RAN IS PRSIMBEINACLOROM'CETO THE HATONAL PoIIUTAM DISCHARGE ELMINATON SYSTEM PERMR WE AN 0.100X01 PER B ELFAM ATER OOCMARGES ASSOCIATED WITH CONST0.UCTON ACTYRY. DECAPOTNMIENIGHTNGNE LCC X: XIGXThYOnLE 8MNAND S T SNi0 LY NW, ANDOVER MN S53W F. ANINry UTAWTLONG GA51AM13. B$]1N93 OEVELOFMEM LOVSBTS OF TREE REMOVAL, MA$$GPADNG. IMMUNE. VIEY INSTkuiroN AND NRA ESTABLLSHMENT. PROIECTCOMACTS MAN THEM AND NE CONTRACTOR ME RESPONSIBLE FOR IMPLEMENTATION OF NE SAFER ME ME INSTALLATION INSPECTION, AND MAINTENANCE OF THE EROSION PIiEVENTON MO SEGMENT COMMUM NAPS BEFORE AND DURING CONSTRUCTQY, SNPPPPRLPPAMTKM' SNP PREPARER. MONAELMM INT 60GIEDERSONA ASSOCIATES TRAINED ENGINEER ANDEYUNPP DEIGAERMEE 3033 ADORES$ 13076 FIRST STREET FA BEGMMN 3.M33 TELEPHONE DRUM.. EUMAL MMORDALH@BOGMi-0FDEPSOH COM OW ER: OMER TILT HAGER BRYNTNEWMANAGER TELEPHONE ISMUB'3WB ESML BREW®TNAMACKLMO.COM I ED CUT BV IF CUMPACTORT SLOW SANER NUDE MUREBUR ADDRESS Cm TELEPHONE FMAE CORAGTWUIE MAENOKARESS Cm SURALTELEPHONE ENTAL STARTCATE CCMRETON DATE ME NE STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION, CONFIRM PIRELLI PEDERSON &ASSOCIATES FOR REPORT. PROPOSED FLOW RATE OUT OF ME IS LIMED BY DIRECTING ALL ADDED MPERVOUS SURFACE INTOE INFILTRATOR BRAINS BEFOREOVFAROR MUL OUT OF ME SHE TO THE MEET IT WEST IN SEVERE STORM EVENTS. AT HART I MCN MTHE IMPERVIOUS SURFACE IS ALSO TREATED IN ME BASINS, SOL GROUP A EROSION CONTROL CONSISTS OF SET FENCE PERMETER CONTROL. NILE ESTABLISHMENT THROUGH SEEDINGMD ERBSEMCONTROL BLANKETAND 0.0CKCOMMUCTKW AN ENTRCE PLACEMEN. CUMULATNE NPERVIOU$ SURFACES. AREA OF DISTURBANCE- 9W ACRES PRE{BNSTRUCTION RADIOMETER AREA'. OM ACRES POSTCONSTRUCTWN MPERVOUS AREA. BAD ACRES NEW MFERVOUS MEA ]DT ACRES MCEMNG WATERS. STORM WATERFROMTH6SRE Wµ OEOSLWJRGEOTOAMPRE$$NJNTOTXE NORTH�Esr OF ME SIRE M6 BASINOVERFLOWS Hrt000UNTY DITCH BI ME PLAN SHEETS OF Mb PLAN SEF INDICATE THE FOLLOWING ITEMS. ME PROJEM LOCATION AND CONSTRUCTION UI LOCATIONS OF MPERVKKIS SURFACES, LOATERS OF MEAS NOT TO BE DISTURBED MD, BUFFER ZONES. WERANBS. ETO) s1FEP MOVE LOCATIONS. LOCATIONS OF ALL TEMPORARY AN D PEPMANEM EROSION AND SEDMENT CONTROL CARTEL TO BE NBTALLEO ON ME PROJECT. ME DECAL SHEET. WOLATE EROSION EROSN AND SEDIMENT CONTROL WELL TO BE INSTALLED ON ME PROJECT. IF DEWATERNG I. REBORED FOR M6 PROJECT. ME PUMP DISCHARGE SPALL BE TREATED PRIOR TO BEING DECEMI Cf " OR ONTO A SURFACE WATER, ME DaCPARGE MALL M VISUALLYORDERED N ENSURE MAT IT 6TREBLY CLEAN WATER, DOWN GRADIENT S IT FENCE N9 MOMENT LW NS TABULATIONS ME TO BE INPVCE PRIOR TO ME COMM ENCEMEM OF MY WEDM O1M OPERATI W S, TOPBBL BTO BE WINDROWED ALONG ME CONSTRUCTION LIMITS MO PLACED AS MORE DREW NG MELSEAMY FOLLOWING CCMRE DN OF AXE GRADING OPERATIONS. AS THE GRINDING OFERATI NS PROCEED, NPSOL RACEMERE ALONG ME EMBMNMENT SLOPES TROUGH ME WETLANDS MEA IS TO BE SPREAD BY A LOW IMPACT CRAWLER TRAROR DESERTING W AND DOM ME SLOPES SB AS TO PROVOE TRACK RRNR PMkLFLE ARM ME CORDED PER, INSTALLATION OF MN'COT CATEGORY ] ERBBNN CONTROL FEMME µDING ME EAE AISMEM SCORES ADJACENT THE WETLANDS MFA LLL TEMPORARY SOLD STOCNPLEs WILL REQUIRE AN EFFECTNE MEANS OF $FOMENT CONTROL SUCH MAN EROSION CONTROL BLANKET COVERING OR SILT MAKE INSTALLATION HANG THE TBE OF SLOPE. ALL CBMRET ED SWNES SLOPES AND NOT SWUM TOWMW WETLAND AREA TEMPORARY STAB LWTRON ALL BE NEED RED N AREAS WHERE REEDING OPEMION$ ARE SUSPENDED OR CEASED FORA RERIM OF E DAYS OR GREATER, A ROCK CONSMUCTON EMRMCE FOR EEDIM EM CORRO IS TOM PROVIDED ATTIRE PROJECT ENTRANCE W ONNN ST NW. STREET SWEEENG OF THE PAVED SURFACES WOL M REWIRED AS NREOID BY ME ENGINEER. H. IN. OE TRYBER N CONTRO,. SLE FENCE AND SEDIMENT LOGS WILL BE INSTALLED PREM TO CONSTRUCTOR, RFRM AND E LEER MANKETANLL BE PLACED AT ME OUTSETS WITHIN TR HOURS OF TIE OUTLET PLACEMEN. STABSLPATON WOIUt MUST BE COMPLETE WHEN x CALENDAR DAYS METER THE CONSTRUCTION WONT( IN THAT AREA WS TEMPORARILY OR PERMANENTLY CEASED. MEAS THAT ARE WITHIN M HE OF ARES REBELS WATFA MUST BE STABLLRED WRHN N HOURS OF COMPLETING CANSTRUCPCN DURING PERIODS OF YgRN IN WATER TIESTWCTIONST FOR T ME PEROMS DECLARED BY THE ONE. ONCE VEGETATION IS ESEABLISHEO AND CONSTRUCTION IS COMREIE, ME SLT FENCE AND ANY OTHER TEM PORARY EROS RON COYRIC. THAT IS NOT BIODEGRADABLE S BALL BE NEMPJED, STIREET SWEEPING TO BE PROVIDED AS DIRECTS D BY THE ENMEER OR OWN ELME Cm PEW PFS STREET SWEEPING TOOCCUR W HRIN B HOURS OF NOTICE FROM THE CITY. REPLYING MULCN, HYDROMULCH, LACNIFIER, PRLYACRVIAMIOE OR THEM EROSION PREVENTION PRACTICE: B MDT ACCEPTABLEEOUSLVATION I N MV PART OF A TEMPORARY OR PERM.DRAINAGE DIT.OR SWALE. SEMMES OR OTHER APPROVED. BY NE ENGINEER METHOD S W LL BE UCEO, INSPECTION AND MAINTENANCE ACETATE RALE CONTRACTOR SHALL BE REBPoNS®LE FOR COORDINATING AND MHEBULNG ME WORK OF ALL OPERATIONS NCLUMG SUBLONTRACED0.5MD LUTEAL(COAPMFS, SUCIIMATE0.05KNMp 9FDIMEHT CONTROL MEASURESARE FULLY EFECUTEO FOR EACH OPEIUTI NAND IN ATMELY M RXENOVER THE OUWTION STALLOF RALE PHOJECi, WEAATORO W VE DNLV ALLE50 iOTME P0.0JER $RE. TXE LONTWCTDR BL BE FWLY RESPONSIBLE FOR THE SWEAR IMELEMEN TIED UNTIL NE ENTRE BITE WV UNDERGONE F W k IMUNWPATON MN OF F HAS BEEN SU BMRTEO TO ME ANCA. REFLECTION AND SEA EMBRACE OF ME EROSION AND SEDIMENT CONTROL BIDS ON ME PROJECT. THAT O I WD ACKAL TO BE DEMIRED AT THE P IELONSTRUCTON CONFERENCE AND LISTED W THE MINUTES TxEREOF. THE AFFRONTED REFORM IS TO PERFORM ROUTINE INSPECTCN OF INE ENTIRE STE AT LEST ONCE EVERY SEVEN DAYS WRING CONSTRUCTION OPERATIONS AND WIN W N HOURS AFTER RAINFALL EVENT GREATER MAN 05 INCHES INN HOURS, APESPECTKKi FORM WILL BE PROMISED By ME CONTRACTOR ANY DEFICIENCIES N THE EROSION AND SEDIMENT CONTROL BURPS ME TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THE NEAT BUS FIE$$ DAY, PERMETER CONTROL DEIiICES ME TO BE IMPAIRED OR REPLACED WHEN THEY ME NO LONGER EIMOTEDE OR WREN TIE SEDIMENT REACHES OiEiMLF ME HEIGHT OF ME OEVOE. TFURNMEMEBUBBIENTAPON S W PPP MREMENTATON. REDOING, AMENDING, AND NMECTNG ITB M FILLED N BY ME CONTRACTOR) NAME OF NGNWUK OVERSEEING&INSPECTNG DAR OF TRAWING NAME OF NETRUCTO0. FMm PROVIDING RUINING CONTENT OF FANNING TOTAL HOURS OF TRAINING BMP NSTNLATBN, MNNTENMCE. NA REPNR ROBE FILLED)N BY MECWTUCTOR) NMEOFINCNIOUAL OVERSEEING & INSPECTING DATE OF TRAINING NAME OF NSMUCTBR EMm PROVIDING RUINING CONTENT OF MEANING TOTAL HOURS OF TRAINING PBLLW" PREVENTION FERTLREHS ARE TO BE REFUSED MY N THE AMOUNTS AS SPECFIEO AND WORKED INTO ME BBL TO MN1MM ESPoSURE N STO UBMATER RUNOFF. ON$" REFUELING OPERATORS ME TO BE CONDUCTED'M111 CARE. ANY INADVERTENT SP LURE OF FUEL BR CHEAL MICS 6 TOBE IMMEDAMY CLEANSU EDUR, REMFOOD THE ME AND DISPOSED OF N ACCOROMCETOSTMMOLOGLREGUTATBNS $WORSRLLSMEMBEREFORTEDMTHEMN'AN IOUREMTTICATONNETWORKATBW I.IRS8. 1LVENOLESOB4EMARETOBE$ONDOIEBFORUMK9MD SUBJECT TO ROUTINE PREVEMNE MNRTERMCE EFFORTS TO REDUCE ME LNELNDDDOF MARAGE AND OR SILLS. CONCRETE BATCH TRUpLS ARE NOT BE ALLBWEO TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ON THE GROUND. A PORTABLE WASHOUT RECEETAOE IS TO BE PROVIDED BY ME MNTUCTOL AT ME LO' TON M PROVIDED BY ME ONMER. FNµ STMBPN ATKOCCURS WHEN TO PERCENT OP THE PERVIOUS MEA 6 COVERED ARM UNIFORM.REFRAINMENT VEIMMETROB NL TEMPORARY EROSION MO SEDIMENT CONTROL FEATURES ME TO BE REMOVED AND ME NODES ROME OF TERMINATION 6 TO RE PREPARED AND WONDERED TO TRE M R:A DESCRPINKI TIiIE LOCATION EROSONCECTED RETARD CONSMULTION DEEMS CICU EROSKKI CONTROL LOXTOYS FROSERN CONTROL LOCATORS CS 3.NOUNMFCAEMENO NCVNOTINGTON TEMDERDUE NUMBEg6' M.TSH1 BW 11VES ESNMTED WPMRRS. THE FOLLOWING MARITIME IS AN ESTIMAEED PRELIMINARY MOUNT REWIRED FOR MOMENT CM1R0. ED ITS AT ME START OF ME PROJECT. THIS ESRMATE I$ PRONGED AS REWIRED BY ME MINNESOTA TEOPqMUNDANE OLMORTMESA START OF PRODECT. CCA) INT ESTMATED NRUL WAMm TEMMMARY CONSTRUCTION ENTRANCE EA 1 - PgOIECTIW FA ID TEMI RYCCNCRETEWMHWT FA TEMPORARY PUMP BEDIMENTCONTRODEWHE EA TEMPORARY SEDMEM LOGS LF 1M TEMPORARY SILT FENCE LF 6,32 oFACTOR INDLISBAS AiREYExIIN.OF D.C.5EOF B.M.",A.. 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WITS MMDS.WOIIYLSMNIE WAv5. 9TOWA9EMFASMOSAWPARV I TURCHUMEMORCE.S, NSTYLOICCpAECTPREVEI. .LNRECHNURAUTELVATNOCCSTM MXCCETO% POSDW SWNEMTS,CCARY WIRE MWSEAENre OFNrtWPJTR9 WYNG EMEMACE NuWITHN TEMPORARY PRE EARENF MEASURES WELL PERMANENT MEASURES AIME MEN TEMPORARILY LTPENCE UCHNWWENPoLVPXRNAL.L EOIEMERMs 6rMT TO CEWAGREgLCNEMfKS. AMH WITH TV.ARD 'Ix8EARM .NdXMLERNNYE.IE.IIEXEM9PMtM1E F18RC INLLugxG9F/MS THE OPEN. N.......S RE ALLARM. 5.8MMM.MICMJM IMEH IFSTW MMN1U N I, KTM M151. 2 PFPIYTTMIY. D.W NCM, MNMW,wNNiE9TEONALCNRpWCE WRMASEN WB1. .. DERE E O EATERS BE EDF. uxMM. NCRouLL^4'xEEOOECFON: Fx.IBi. WNMUM.Ix WGIwE gMC11CN. wxNTNTEDMEAME MEEDINACMM REMAIN L TFMSMFBEEN .1RS,MNYOµ WMqDEMITHASED TERTE➢ xAC[d+➢AHCI WTI ASIMYd V, O0. MNVFACOMR9 STANDARD. WIRE UNMCAFxT MO ENAMOR UNER PREPNRTEO. R SM Fd3 -ORT K HER FOiwx uP, uw.UM S DEFT 1. ♦STEEL Y OR TSE .. WILD AN.RAaR M 111 A FOR LNEAT.1 R wiTMwoO.. BY. INCRES N MPs. SRCHER c xAPVxOCO. x BY BUDY S x CROSS SECTMM'. TM RAW SO.- L004 FLIER IOUs UNTIL COMBAT OF TYPE. I EReIORWEAYO THE M OSRE.INTI T sxut M. . OME FETERCONTROBYDLTR-FFN<_Dp EOMI TF4Pepxn 6E IPUEM FUTp,. SNSN LSEHOBEFMC DELOWND. ..'LB MNf FLIER NR nMT wMNO MB n1E REE. •NMEET M FMXAME PURE. PFRMMIEM NFT FLTER RE ADS, ME OR FOCI I.WRWIDE CURB 0. WO PROMCIRW FOR DIISNO MILES WIRE WpB OPENER( 1... RRML M LLF.w 1 10 WERE WARE, RANI I ARAL BE DUE HE ME FOLLOWNG * EDR= cwvsr a ABEFFOR4 WOU xTEaou.w MILAN ON w00D HBERSsxomrlleB SHARON AN ED TOP AND ABLETURN LATER OF NUE x)THE RING BREI BE FgCEOPAOARE [grtLxFTO SRNISE TUV LIMPL. FOI MhAMOAEI TED... WREN A HJNDRL WpVxG 8FA9N. ]I WVMGAFRANTAwI'EN BE NSDBE. AEMN ME I LANES MRPOAREWONOP OR 1. EELNRE NID TOP 1. BOTCM 41ERBENNNE. LF FOR WE OR MR PHO<nINCLUDE N I.IMPSVXIIRAICS. MC�ILMOLOX�R E RIMVORMNBGxOREEx- WOOR I'D. ATH ME FOMFRA. AVEN.f£ 1COMPOSED ARAN IDA INCXE., N R ECT. NN b% EDAUFHE 0..1 DEBE 1. .. OR WOM VJREOM1HB A OT iS%K RETAINED WL A CINIX FIBER CLAMMILY N MERE MERCER. MOST RULE ME COLORADO WIMA WATER uBLE. AONHTOWC DYE TOAD IN UNIFww.PPLcnTION OVALTEE SITE. BASED21 THE BINDER SUALL BE A TYCHO COLLOID EASED BED ACNEUtTURAL EAN FFRTL�RS, ME RNOERIW YL NOT) MCADADDED OL BEDROOM UPON 11 THE BID SLURRY SURE ONLY TO FORM A CNST APMOWMATFLY M AM 112 TO V. ACHE N MKK 4j THE MOISTURE TERTIENT BE D BREN VET 1. TONTRRAROUR VFRADE A TO _ 1 IFDS MALL HAVE NO MAN xgES CAFATFR R.RN SMPRD. TI TH,..MOgT W ..DOUBT,. NEAPMYAI OAFO WMIW BY A SLV TEST TO KII N TSEA.). wMEN..HUM. E AS MxNIATERM McaMMNDAMM. ME M.U. SIDI TO AMBEEwENW DALL-MER RATIO AMUSES SPIN NEEDS ART 100 SAUDI YEATER. ME WALTER E WILL AID IS' G%LOES PFR ENHA.... OR... O ME I PRCNCTS IB UID. R ME BOIIDEO FIBER MAI R A ADDED PRODUCTS ACCEPTABLE FIN USE N TWO MERELY SODAS RIECOMEGA.MDRUFACTU ED BYCANFOI. IR)SCIL CUARD. MANUFACR RAD By NL. IRCORMFOREN MANr T Y FBER9, INC L 9M UEENUM MOEHUOOIExA'IE FAMPCREwx MOABAEueNDA CdM£NFEIXE WYNIM.wOxld DAYEGE WORM SI ENOH OF ANSWER K PER ASTU MM ME MELON L RBMVAex w1O4FAoF LIES K PER ARM DBCDx R POxCNRE OF IID LM AR RA ASTM CNw. L FLOW PATE OF NGAINNE AS PER KM 3.1. L I M PU NATTY OF I S MC -1 K PER RBM Cl .1, SI BLUE. RURRP WARMTH O. PRI K PER K1. O EENT. AS PER S OUTL%OEFROAMT ACCOMMODATE A4 W. BEVERAGE ROE WITH STM1V TO TIF UNIT WORE➢. Z sXAETERETWELETE RICHLOYARES. ..ION L 11 AEA FIVVMRCxMER" NC., EPI CAINvcEL ROAD, RNMWn, VMMM MO, IENIREEDU`E"`:P.OBD%IDRE AEaTENNLNwHOUR .,WS,. ]ElEGIJ11C11 MY PEPNUTON A SCMMF. Po THAT FUEL SLBF 1 NIE ETT EJ9VRFJ1 FOR TE MWIMN AMWM OF TIME. Q THE 1.MNABLITMEC COWMADE COTITIE WME0.MPMME ARM W ME XOTFERxiEM.OBiuXTHE PYNERS51GH1N11E SITE L( 1 MILE COON (IMPAII ]n5 .1.1W i REQUIR TO OKO NW"CLELEA4r1"iTLOXG.IgM1EVEALWCEPExiM4CE91MV BE TD.BE«MTELYaFAN TM TIMESMHO. __ wYMUEDNPRE.EN. MwWTINawDiRDMMT NOERLVNE soI U.M.F. NqO AM N.W 0.E fABRK IX K W RO W CF wRX A9r4 BEI YSEROMNALS NUNw1IMRpI . YNMINBB WEXLOMMUDII.I.AIRIEEIRA%MN FRACRED of DANDc NATRExCxN ME INBLCRENceaf fERa, wpxe NCRESOF IRFN>I FACTIG tAAOF: MIRFlLL t MNCX AND [OUPAti EYBEEPOST 'EIRB EL'xM� Fa4IiR S DO XOTSNUCEiAB4L WOIN: MNIIAg9RPMPoCLLNGM:9PUCEAi PoEr ONLY, WWI➢P. Al IFKi MNCiES. VTMERW iUBLEMPQ9l, i0 PNAAMH.A NONEOM UATLL .YxG. HLLaPEI PoSixTX W Mll WAETFA MTOp BYRW XNO, t NCxLMG.Md N A EFOEemwIENAw Cu1FiER. ANDI. M1ET.. fVSixTtAiLEVitf ry.GE,pxSilxfitxrPEwIxd LRCWM WONT LLSXIGMRE,NttOl OI9.ORIMEORk W]IEES. iELECAWRaEORLSR METERARCONTROL SHOWED BE WSiyLEOPAwYFL i0 THE MUSE BE mf NOTE OR OIxFA DIRTUMBID LBTKPERRODUL 6ENSTALLEUrKKnM OIEMILO ER rMINLVETERCORRa PI tOR MMU.UENO x N W..ER IT xWLfx TOWL.E1E AIME EVENT ST.. B NET MLNNE,LE. WREN PERMITTER CORM. EMBEED OPAVEMDT M..IL �MTMKC WNLMUSW CONTROL BNOORF PFPNEIFP IELP:MPV 6EEMN FLFMU SMI SOMELL T. t AKNI NEC NMExDFO RV TEE MANUFACTURER E IE. ME PER HFF➢MNrM� IXOCdMEHMrICW. I SEINEATANI LDALLE RAPELLRBSTRALTARE . WMAAwlm rorowA.uoPE P. OU>HMEEB-u RE �fOvITHEYS CASSE .IME .1A.IFkNRERS M CE EI AEPLCAT ISSINLL C REAP LUTEAttN NOWSIX AOVA'Ia CFRWLCrEOpANYALL M Rl HEREWE THE'EMEiwLWi CWMN nmosiM.Lc�EE IOM+wiRArelwmlAwLE rNEra p RE fxsTAPNCwiIaY. N TES.RfuBLY W DOU LREwnIEn FRcu AIE TO RUM LRwTE' IAL ALLT EEABLYwDWAWSANAMHAPoEMLLTULSE.H TRIAL ALL FMN1 uAi ARAUA iO1MNM MNLx a1NLLM]SW l9a RMApf. MNMDMKD HOL ASPECT PREP RrvE LEASNRIE S WEENY. RIM M HOURS ARTIER ME MET BE ANY STORM THAT ES OD MOLE RVNTNL Ar ME PRODUCT K T SIRO CRARO Y q.MNLaONED RAMF 4LFFLES SIUU MEDTELv. C.IFKpWLv MTREZA t. NMWILV REPLACE W.E. THAT ... U WMI MED rq HEMI WS PARMO M AREVE BLTNE`MTLTMr CWN DCNE.MMDF W RI TURN%I fNmHw IANC. DENLUr M. RUHOfr BRODILRMN MAILLITTpm D pUMii Dx MEAUI NEW' T REROSS DECODE FLUID OF ROGLMRFMOVAL AaD1EPLI(E4EMbPAO9w4LMPpWDEOK $OR. E. TENgMRY w4Rn EnYEYT courRa MANCE. MMTE FETM DXR WN�X�a QMN"PWGMIRFM �h EDIMNr WS pEJwCW TIE aDw F PACE SWNEM NAPPROPRUTE LDUigNS ON SEE: OD MT REMOVE LHON Ul 1. CHEUEE, PERAAWEMVEMrS e. WHEREMODAL OF TEMPORARY MEKABs WOULD LWM COOPER MaExL DRUMAUFF AF To M IMPAIRED WATERS MAP a 0 S E q g $ i s LS T4s I� 9 DO SO TO W U V 2 B O C D U G OU w Z W N IL w 0 V 0) Q m B6 Z E CL ' T M1 0 E a _ o - O d O R � � C OO O Q C C `a O bJ N A G N ED Q z QN O T � U d C6 ELI Q of C Q 2 EL a 3 H 3 WATERMAIN O.R+2' HYDRANT i GATE VALVE h BOX z ° W O.D. r O PROP. LINE _ TOP MF 10'M WAER REQUIRED OVER N. 6E60 TOP Ci 10' OR LMCFA WAIFAMNN.IEEJ r 2 IDR PpPROVEO N u COMPACTED BACKFILL BACK OF CURB EWAL) 8.0' MINIMUM COVER REQUIREDOVERO TOP OF 6' TO B. wATEWuax. ¢ Up O.D.+2' G_ VARIES-6. VARIES GRAN, o 0 � rc TOP ADJUST TW TO I/� eElow M£R GRADE. BOX TO BE SET TO (OR APPROPRONOE 12' OF ADJUSTMENT COMPACTED O.D/2 SAND OR PIT COMPACTED J{1 T'S INSTALL RED FLEXSTANE" EQUAL)IN o A g C RUN GRANULAR " T O.D BACKFILL MARKER ON T R No. 6860 OR APPROVED o MATERIAL /4 (4" MIN) HYDRANT WID1 EWIVAL£Ni (IN CORROSIVE SOILS Q BLACK RUBBER �p IHI USE GRANULAR ENCASEMENT) It CURB 24E BASE IX R90N (IDR APPRNO, GRANULAR MATERIAL BEDDING COMPACTED O.D IO.J.. 1 1/2 CRUSHED ROCK %2 6. 3' EOUA 2. EWAL)i GATE VALVE ADAPTER u iu A ° r c BACKFILL 12' O.D.12"A. DEPTH AS NEEDED TO COVER AS COVER WITH m STABNZ). MIN. TRENCH O.)./4 BUT NOT SPECIFIED PLASTIC (} MIL.) BOROu ➢TIER S 1 m m w LESS THAN 10". GATE VALVE CONCRETE [ADAPTOR D E500 AND ON (W JPvxAPPROVED EWAUAPPROSED EWAL AND CWFMUING TO AWNA z z y 6 BLOCK REACTION C -509 -BO STANDARDS p p p v o u BACKING BASE p0 ' SPECIAL FOUNDATION FOR / \g�$o 2 STABILIZING OR DEWATERING OF TRENCH c a osl( ECAWGSEOR /2' WASHED JJL��e' cOxc. B a K E o APPROVED EQUAL) ON 8"%8'X16" ROCK ALL CONCRETE ROCK A �'. 1/2 O.D. ALL JOINTS BLOCK MIN. 1/3 C.Y. v (MIN. 1 C.Y. IN TYPICAL HYDRANT LAYOUT AER OUS GATE VALVE AND BOX a E sgA m EARTH FOUNDATION (VALVE IN BOULEVARD) s ' " ZU PVC PIPE INSTALLATION s 5/22/06 5/22/06 ]/28/14 6/19/12 Ega2@ rn - CITY 0 F STANDARD DRAWING N0 CITY 0 F STANDARD DRAWING NO. CITY 0 F STANDARD DRAWING N0 CITY 0 F STANDARD DRAWING NO. DOVE ' 01 B DOVE 105A DOVE 201 ° DOVE 202A 00 In z $ Lu C6 § IL 0- F w x 7llPU�—� �Rf�tf Lu ¢ 4 4 IG1�J Q II% pZF pe}1,v. oW bn OQ MIN. 2 - 2" THICK INSULATION 6' COMPACTED GRANULAR ALL. Y wx. m 0(j 55F`w ^: LAYERS WITH JOINTS STAGGERED AND EXTENDING A MIN. OF 4' EACH 6' STEEL (} IB/FT)� PENCE POSI DIRECTION FROM WATER MAIN C/L PNOPOSED OR MISTING PANTED BLUE { ATERrMAI ROADWAY C MINIMUM 2 - 2' THICK INSULATION LAYERS CORE BOX 8.5' LONG ATLL y Z WITH JOINTS STAGGERED AND EXTENDING A MINIMUM COVER E OF 4' EACH DIRECTION FROM WATER MAIN C/L CGIER AS SPEOnED ow OR WxNEC' MACH. COMPACTED BACKFILL ' SEWER . SIZE, IFHCM, AND ME $WiNP OF GATFIBAL FOR SERVICE O UNC A5 SPECIFIED BERWGB Mrac1ED� VAR (s¢ SPEC) 1 HYDRANT LEADS CIL O CI 0 OJ O p > N BG m 6 + MEGALUGS MEGALUGS BEND BEND 1 LWP OPNMo SHOULD BE NO wPPORr CURB L xIGxER iww TOP OF wATERMaN K WRc. DQ.10�$ N Q > SCO 0 l9 t0 .O Q On J Q w 2' 3/4• GALVANIZED CDRPOPATI0.Y STOP INSUUTE $FENCE IF <}' w 1 C3 SERARADON FROM %OHM y y u O TE RODS OR MEGALUGS SEwEN, eeOVE OR BELOW. ..0 ,� H NO V WATER SERVICE TO SE S FROM WJRANY SERNCE. 4' THICK. {'z8' SHEETS. v m Q BEND BEND z E DENOTES ~ 0 WATER MAIN INSULATION WATER SERVICE DETAIL I MEGALUGS u BENDS a SHEET N0. NOTE: INSULATE 4' WIDE ON CENTER FOR SERVICES ii0RM. 1. MEGNUGS TD BE USED AT AMISL MECHNMN. JDW www9suagm 2. PLACE 61 $DCI( Lum ALL GVE Y,V.)b4 Ala) 3. 7mm BIODITID AT AL TEES, BEIOS, ACA AT Irmwwls. SLEEVES 4. AML BDL151 T-BOLTSE AMID BUTS msrAMEm BETON GRADE IM 5/22/06 2/2]/1] 3/6/08 BE Tor -9w OR IPPRWED Eu.NL 0111111A Isv. �� CITY O F STANDARD DRAWING NO. CITY O F STANDARD DRAWING No. 2086 C I T Y O F STANDARD DRAWING NO. 210 DOVE 203A DOVE DOVE INFI-SHIELD GATOR WRAP, OR APPROVED EQUAL, FROM CASTING OVER RINGS TO STRUCTURE. FINISH SMOOTH ON THE INSIDE. SEE DETAIL RINGS (2 MIN., A 1' MAX. OF RINGS & MORTAR) A _ PLAN SECTION A -A SLEEVE MANHOLE SLEEVE NO WOOD SPAUL BE USED FOR ADJUSTING CASING: CEMENT MORTAR ONLY. GST IRON MANHOLE FRAME & COVER AS PER sorra IGNONS (1642 B. MANHOLE STEPS SHALL BE PAST IRON, ALUMINUM, OR STEEL REINFORCED PLASTIC. PER ASTM G78, LOCATED OBER OOWNSTRENJ PIPE. PRECAST REINFORCED CONCRETE MANHOLE SECTION$ PER ASTM C479, FURNISHED WITH O—RING CASKETS 12 LUBRICANT EXCEPT IS OTHERWISE SPECIFIED. LITE 1I NOT PEEWTIEO IN ...IS $SCIONS. A 12' OR 16' BARREL SECTOR SHALL BE INSTAUUO UNDER ME CONE WHENEVER POSSIBLE. PIPE CONNECTONS TO MANHOLE SHKL BE MADE WATER TIGHT BY GST INPUCE RUBBER NLEEYE & CEMENT MORTAR, INSIDE SURFACE SHALL BE FINISHED SMOOTH. PUCE 'PAM—NECK' OUTSIDE CT O—RING GASKET AND WRAP MH SECTION JOINT WITH INFI—SHIELD GATOR SMP, OR APPROVED EQUAL. CN ALL MANHOLE JOINTS B0.0W WATER TABLE. ALL MOBAR SHALL CONFORM TO ASTM C270 AND MEET THE REQUIREMENTS OF MI 2506.28. SANITARY SEWER MANHOLE, TYPE 301 /10/2021 (PIPES 27" OR LESS) 301E RINGS (2 MIN., IS' MAX. OF RINGS & MORTAR) — PRECAST COVER TYPE II SLAB 2 STRIPS BITUMASTIC SEAL ON SLAB JOINTS BASE OVER 12"12' OM( DIA THICKNESS sa'-102" 8' 108' 10" 120' 12" NOTE NO WOOD SHALL SE USED MR ANUSIING CASING: CEMENT MORTAR ONLY. CAST IRON MANHOLE FORME & COVER AS PER SPECIFKATONS (1642 B). STEPS SHALL BE GST IRON. ALUMINUM OR STEEL REINFORCED PNSIIC, MCARAN AS EXDWN. PRECAST REINFORCED CONCRETE MANHOLE SECTORS PER ASTM G78 FILL OPENING BETWEEN PIPE AND MWNOIE WAJL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. WRAP OUSEDE OF WSHOOSE WTIH CEOTOCOUS FABRIC. TRE 4. OVERLAP FABRIC 12' ONTO RSFIi. ALL MORTAR SHALL CONFORM TO ASM 0270 ANO MEET THE REQUIREMENTS OF MNCOT 2546.29. SHALLOW STORM SEWER MANHOLE NO. 409E NOTES: SAN SERA3E PIPE 6' METAL FENCE TO BE 3' FROM POST 1' BELOW WATER SERVICE FIN. GRACE TO BE AST1J 01785. MIN. 1'- SCH. 40 PJC PRESSURE SNB PIPE ALL JOINTS TO BE 45' BEND SOLVENT WELDED. 45 WYE SERVICE WYE — GRANULAR BEDDING MATERIAL WITHOUT RISER Q Q MI TIGHT CAP OR PLUG 6' METAL FENCE POST II 1' BELOW FIN. GRADE TOP OF MIN. 1' STUB O2 THE CONTRACTOR SHALL PLACE PLUG 3' ABOVE NOTES: SAN SERVCE PIPE TO BE 3' FROM 450 BEND —� CURB STOT WATER SERVICE 45° WYE MIN V SERVICE PIPE AND WE SNB TO BE ASTM D1785. 1% IN. < 1 asi `a SCH. 40 PVC PRESSURE 4 ANO MORTAR) PIPE D^ ALL JOINTS TO BE SOLVENT WELDED. AIR TIGHT CAP GRANULAR OR PLUG BEDDING MATERIAL B SERVICE 1 WYE WITH RISER ADD RIP -RAP 5D MAX 450 OVER TOP OF USE EQUIV D ' ` SANITARY SEWER 'NCE WYE TO BE SERVICE DETAIL )EDDED IN CONCRETE (WITH CLEANOUT) BAGS MINIMUM) 312B 2O PULVERIZED TOPSOIL & STRAW FIBER BLANKET OFOR PIPES 48" & LARGER, USE 2.0'. B 4 Y' O2 THE CONTRACTOR SHALL PLACE 1 D (V ✓ , `0 RIPRAP, PULVERIZED TOPSOIL, lPCck T� <,L� y yP" SEED, AND STRAW FIBER Vo '� > cN BLANKET IMMEDIATELY AFTER A 2 PIPE IS INSTALLED, EXTEND j AREA TO MATCH UNDISTURBED < 1 asi `a Ji SOIL. 4 ANO MORTAR) 3 SILT FENCE SHALL BE PLACED OAS D^ AROUND THE TOOF APRON PTHE ENGINEER. DIRECTED BYP - RINGS (2 MIN.. 1.D' MAX. OF i 7- RINGS & B MORTAR) 1 i ADD RIP -RAP 5D ON SLAB JOINTS Ep OVER TOP OF USE EQUIV D ,o PIPE FOR ARCH PIPE' 2• SECTION B -B 1 DITCH OR BASIN GRADE 2,„ �1 r RIPRAP (MNDOT 3601) a ..<.x 6” THICK GRANULAR PRECAST BASE s MH SLAB FILTER (MNDOT 3601) SECTION A -A MNDOT TYPE 4 GEOTEXTILE a FABRIC (MNDOT 3733) RIP -RAP QUANTITIES C.Y. HOUSES WRAPPED I PIPE DIA. I RIP -RAP I PIPE DIA. RIP -RAP IP DIA. I RIP -RAP 108 10 12 6 24" 14 42" 35 WITH GEOTEXTIIE FABRIC, TYPE 4. OVERLAP FABRIC 12" ONTO ITSELF 15" 8 27" 17 48" 43 GST IRON FIRMS & GRATE CASTINGS TRE R -3260-A UNLESS OTHERWISE APPROVED BY THE CRY ENGINEER. NOTES: NO WOOD SHALL BE USED MR AWUSRNG CASTING: CEMENT MORTAR ONLY. 18" 9 30" 21 54" 50 WHENEVER POSSIBLE. 21" 12 36" 28 60" 58 NOTE REQUIREMENTS FOR MP -RPP SIZE, THICKNESS, AND GRANULAR FILTER WILL BE DESIGNATED IN THE PVNS. GRANULAR FILTER AND FABRIC ARE INCIDENTAL TO RIP -RAP. 1/17/2020 RIP -RAP AT RCP OUTLETS TY 0 F^ STANDARDNo DRAWING WDC PRECAST REINFORCED LONCRER MANHOLE SECTORS PER AAM G78. 4116 SURROUND RINGS 1/2" MORTAR BETWEEN WITH GEOTEXTI.E 1/2' MORTAR BETWEEN RINGS, CASTING AND RINGS, CASTING FABRIC, TYPE 4, WITH MANHOLE. FINISH SMOOTH INSIDE. SURROUND AND TOP STAB. MINIMUM 6" CONCRETE RINGS WITH INFI-SHIELD GATOR WRAP, OR FINISH SMOOTH ON COLLAR OVER FABRIC. APPROVED EQUAL, FROM CASTING OVER RINGS THE INSIDE. RINGS (2 MIN., 1.0' TO STRUCTURE. MAX. OF RINGS 4 ANO MORTAR) 27" PRECAST TYPE It COVER SLAB - - RINGS (2 MIN.. 1.D' MAX. OF i 7- RINGS & MORTAR) 2 STRIPS BRUMASTIC SEAL a ON SLAB JOINTS Ep ,o o 0 f. PPP + PPP CEMENT MORTAR PRECAST BASE s MH SLAB '- —� SECTION A A A -A ypq DLA. THICKNESS a ALL STORM DOG 4' 4 MIN. 48" 6" HOUSES WRAPPED VARIABLE 54"-102" 8CEMENT WITH GEOTEXTILE �' 108 10 !". r d'-,: MORTAR FABRIC, TYPE 4. ALL STORM DOG HOUSES WRAPPED 120 12 OVERLAP FABRIC 12' ONTO ITSELF WITH GEOTEXTIIE FABRIC, TYPE 4. OVERLAP FABRIC 12" ONTO ITSELF 6' PRECAST 48'it NOTES: NO WOOD SHALL BE USED FOR ADJUSmG LASTING CEMENT MORTAR ONLY. ELEVATION GST IRON FIRMS & GRATE CASTINGS TRE R -3260-A UNLESS OTHERWISE APPROVED BY THE CRY ENGINEER. NOTES: NO WOOD SHALL BE USED MR AWUSRNG CASTING: CEMENT MORTAR ONLY. A 12' OR 16' BARREL SECTION SINAL BE INSTALLED UNDER THE CONE MANHOLE STEPS SCOL 6E G1i IRON. ALUMINUM, OR SREL REINFORCED PUSTG PER WHENEVER POSSIBLE. ASM C478. LOGT0.N SHALL BE EASILY ACCESSIBLE. GST IRON MANFEt FRAME & CANER AS PER SPECIFICATIONS (1642 B). PR REINFORCED CONCRE S BASE SUB & GMiR SVR PER MOM 0479. ECS BIEPB BWll BE CAST IRON. ALUMINUM OR SIFA REINFORCED PLASTIC, IN CONCRETE MANHOLE STOICAL$ PER ASM WB FURNISHED PRECAST REINFORCED LO C EIE LOCATION IS S WITH 0 -RING CA51tfT5 & WBPoGWr. PRECAST REINFORCED LONCRER MANHOLE SECTORS PER AAM G78. FILL OPENING BETWEEN PRE AVO MANHOLE WALL MIN CEMENT MORTAR. TNG BETCED FlLL OPENING BETNEEN PIPE AAD MANHgE WNL WITH CEMENT MORTAR INSIDE SURFACE SYNC BE FINISHED SMOOTH. WRAP OUEGDE OF DOGHOUSE WITH INSIDE SURFACE SIWL BE FINISHED SMOOTH. WANT OUTSIDE OF DOGHOUSE WITH CEOTEXIIIE FABRIC, TRE 4, OVERLAP FABRIC 12" ONTO ITSEV. GEOIE%IILE FABRIC, CPE V, OVER VP FABRIC 12' ITSELF. M 0270 D MEET ME REQUIREMENTS OF ALL MORTAR SCONFORM TO ASAN WJL NNI MORTAR $X41 CONFORM THE iO ISIM C270 AND MEET ME REWIRp1ENR Of MNOJi 2506.26. MNDOi 2506.28. HF REFER TO PUNS FOR SUMP DEPTH. IF AND, STANDARD 4' DIAMETER STORM SEWER MANHOLE CATCH BASIN/MANHOLE WITH SUMP, TYPE 405 (PIPES 27" OR LESS) 1/10/20 12/10/21 Q (DOVE STANDARD DRAWING No. CITY 0 F STANDARD DRAWING No. 405K DOVE 407E See City Plate No. 411A for Riprop placement. ISOMETRIC 3/4/10 FLARED END SECTION fosten nSection brlCotlon. STANDARD DRAWING Am 419A RINGS (2 MIN., 1.0' MAX. OF RINGS AND MORTAR) A —1 /2' MORTAR BETWEEN ON 5' PRECAST REINFORCE➢ CONCRETE NOTE: USE 4 FOOT DIAMETER CATCH BASIN MANHOLE (421) MEN DEPTH EXCEEDS 4.5 FEET. NOTES: NO WOOD S4N1 BE USED FOR ADJUSTING CASING: CEMENT MOREAR ONLY. IN NEV DEVELOPMENTS CASE IRON FRAME ANO GRAZE CASONGS TWE R -3601 -TB S BE USW, EST WON FRAME AND GATE CASTINGS TRE R -308]-V (ON A GB.NE) OR R -3067 -VB (LOW POINTS) SALL BE USED IN RECONSRUCBON AREAS OR AS CANNED OUT IN PVNS. PRECAST REINFORCED CONCRETE BASE SUB PER /SNA C478. FlLL OPENING BETWEEN PIPE AND MANHOLE WNL W TB CEMENT MORTAR. INSIDE SURFACE SY BE FINISHED SMOOTI. LUMP OUTSIDE OF LgIHWSE MH GEOIEMNE FABRIC. TRE 4. OVERLAP FABRIC 1Y OM ITSBr, NL MORTAR SHALL CONFORM TO ASTM C270 AND MESE THE REOUIRENENTS OF MI ME2B. MGH015E SNAJL BE GROURED ON Corm THE OUTSIDE ANO WSICE MAXIMUM GAMETE RCP STORM SEWER PIPE IS 15' ON THE SROM ADE AND 18" ON THE LUNG SIDE GF CATCH 6LSIN. GROUT SUMP TO PIPE INVERE UNI SSS A SUMP 5 GWID BUT IN PAWS CATCH BASIN, TYPE 420 16 STANDARD DR QA T'n A17LFN0. 42OF y z a— LLI (6 OIn w OOzjp ay�z OQ owo Y Z EC CL CIO 0 E cc aj n 0 0 0) N m N 0 .12 0 J G Q C Ga N Z E w D o � U Cl: w• SURROUND RINGS WITH 1/2' MORTAR BETWEEN FABRIC, TYPE RINGS, CASTING. WITH MINIMUM 6" CONCRETE WITH MINIM E AND TOP STAB. COLLAR OVER FABRIC. FINISH SMOOTH ON CONCRETE MAY BE POURED THE INSIDE. WITH CURB AND GUTTER. CONCRETE DRIVEWAY APRON W/SIDEWALK RINGS (2 MIN., 1.0' }'.'+ MAX. OF RINGS STANDARD GRAYING " ` 24 JOINT AND MORTAR) PRECAST TYPE II COVER SI o 2 SCRIPS 5pL SEAL IX ON SLAB JOINTS O OCEMENT MORTAR md ALL STORM DOG VAR HOUSED TRAP 48' q MIN. WITH CEOtEXPLE FABRIC. TYPE 4. VARIABLE 108 10 OVERLAP FABRIC 12" ONTO ITSELF 120 12 NOTES: NO WOOD SHAUL BE USED FOO MMUXTNG EASTNG: CEMENT MORTAR ONLY. IN NEW DMLOPMEMS CAS11RON FRAME AND GMTCASBNGS TYPE R -3501 -TB SINLL BE USED. CAST IRON FPAME AND GMTE CASRNOS TYPE R -3057-V (ON A GARDE) OR R -]067 -YY (LOW POINTS) SNCL BE USED IN RECONSTRUCTION AREAS OR IS CPtt£D OUT IN PVNS. MANHOLE MPS SHALL BE QA IRON. KUMINUM. OR MR REINFORCED PIASBC PER ASTM Ca78. L MON SW11 BE EASILY ACCESSIBLE. PRECAST REINFORCED CONCRETE &SE SVB & COYM SIAS PER ASTM C478. PRECOST REINFORCED CONCRETE MANHOLE SECBONS PER ASTM C478, FURNISHED WIN O-RING GASNES & WBRICANT.. FILL OPENING BETSEEN PIPE AND MW HOLE WAll WRN CEMENT NORMAN. INSIDE SURFACE SF BE nBSHM SMOOTH. WRAP OUTSIDE OF DOGHOUSE WITH GEOTE%11LE FABRIC, TYPE 4. GYERIPP FABRIC tY ONTO ISE1F. Al MORTAR. SW31NEC M CONFORM TO AUM C270 AND NEE REQUIREMENTS OF MNDOT 2506.213. • REFER TO PUNS FOR SUMP DEPTH. IF W. CATCH BASIN/MANHOLE WITH SUMP, TYPE 421 421G M. wIDTN I. vAxn wroTx sMu NOT EXCEED +D' wliNWf 6 coxm. Jarrt. 2. 1XKK-CCMYERCUL (SEEPLAN)PIAN) XIT 61 50' J. RNERE SXD WERUD% EXISTSOR 5 PflL4VSED. CDOSSNN% SIWL BE SANE B4CMNE55 AS 0.ihEWAY. CONCRETE DRIVEWAY APRON W/SIDEWALK � A I/2'EXP . STANDARD GRAYING " --- D IDOVE JOINT --- PROPOSED PROPOSED IF, SIDEWALK/1"A SIDEWAU(/iRNL a 13.5' 16.5' �. -1 a Q' I.. CONTRACTION PIAN, / _ _ _. K JOINT i ZN MIN. FOR / IMERCIAL) e, 60 8. a.d a1 FLOW LINE B.^t JOINTa A A CEXP. CONC. CURB (TYP.) & GUTTER PIAN M. I PERSPECTIVE SECTION SURMOUNTABLE CONCRETE CURB & GUTTER NOTESSECTION A -A I. vAxn wroTx sMu NOT EXCEED +D' wliNWf 6 coxm. Jarrt. 2. 1XKK-CCMYERCUL XIT 61 50' J. RNERE SXD WERUD% EXISTSOR 5 PflL4VSED. CDOSSNN% SIWL BE SANE B4CMNE55 AS 0.ihEWAY. CONCRETE DRIVEWAY APRON W/SIDEWALK � 6/21/Oa / STANDARD GRAYING " 60' D IDOVE 5138 I PERSPECTIVE SECTION SURMOUNTABLE CONCRETE CURB & GUTTER MILL EXISTING BRUMINIOUS 12- WIDTH X 1.5" DEPTH 501 � BIT. BASE EXISTING FULL DEPTH MATCH EXISTING BITUMINOUS 520 CLUSTER BOX UNIT (CM) NSTALLATIGN /lM.Y/0140M 1/Z -T-0' EXIST. BIT. / BR. WEAR 60' IF, MILL EXISTING BRUMINIOUS 12- WIDTH X 1.5" DEPTH 501 � BIT. BASE EXISTING FULL DEPTH MATCH EXISTING BITUMINOUS 520 1' (MIN) I- L(BYTOPSOIL OTHERS) n& 1 1.5- (MIN. THICKNESS) SPEC. 2360 SPWEA240C NEAR COURSE SURMOUNTABLE GONG TACK CURB AND GUTTER 1.5- (MIN. THICKNESS) SPEC. 2360 SPM8240C WEAR COURSE APPROD SUBGRADE 5- (MIN. THICKNESS) SPEC 2211 CL5 AGGREGATE BASE VE NOTE: NOTES: B618 CONC. CURB & GUTTER 1. PRIOR TO EXCAVATION, UTILITY CONTRACTOR SHALL STRIP ALL TO BE USED AT ALL RADII EXISTING TOPSOIL FROM CONSTRUCTION LIMITS. TOPSOIL SHALL BE SALVAGED, AND REPLACED IN DISTURBED, NON -PAVED AREAS. 2. BOULEVARD SHALL BE ROUGH GRADED TO ALLOW FOR INSTALLATION OF THE PRIVATE UTILITIES. THE BOULEVARD GRADING SHALL ALLOW FOR THE ADDITION OF FOUR INCHES OF TOPSOIL AND SEEDING. AFTER THE INSTALLATION OF THE PRIVATE UTIUTIES, THE CONTRACTOR SHALL REGRADE THE BOULEVARDS, THEN SEED WITH MN DOT MIXTURE No. 900, FERTILIZER AND MULCH. TYPICAL URBAN STREET SECTION STANDARD DRAWING C I T Y O F NO DOVE^ 5071 PLAN VIEW COMPONENT PART. D_ISBIPATCR DIG, D27 SHIMMER WB CROSS SECTION AA THE PRESERVER' I_� TION. UR w��wm ±�:wAl�Awo wiTnuMw mvw6V9Nvvm w.m �wod. s,Aruvu usn Ams CLUSTER BOX UNIT (CM) NSTALLATIGN /lM.Y/0140M 1/Z -T-0' 60' a 13.5' 16.5' 16.5' 13.5' e, 8. 1' (MIN) I- L(BYTOPSOIL OTHERS) n& 1 1.5- (MIN. THICKNESS) SPEC. 2360 SPWEA240C NEAR COURSE SURMOUNTABLE GONG TACK CURB AND GUTTER 1.5- (MIN. THICKNESS) SPEC. 2360 SPM8240C WEAR COURSE APPROD SUBGRADE 5- (MIN. THICKNESS) SPEC 2211 CL5 AGGREGATE BASE VE NOTE: NOTES: B618 CONC. CURB & GUTTER 1. PRIOR TO EXCAVATION, UTILITY CONTRACTOR SHALL STRIP ALL TO BE USED AT ALL RADII EXISTING TOPSOIL FROM CONSTRUCTION LIMITS. TOPSOIL SHALL BE SALVAGED, AND REPLACED IN DISTURBED, NON -PAVED AREAS. 2. BOULEVARD SHALL BE ROUGH GRADED TO ALLOW FOR INSTALLATION OF THE PRIVATE UTILITIES. THE BOULEVARD GRADING SHALL ALLOW FOR THE ADDITION OF FOUR INCHES OF TOPSOIL AND SEEDING. AFTER THE INSTALLATION OF THE PRIVATE UTIUTIES, THE CONTRACTOR SHALL REGRADE THE BOULEVARDS, THEN SEED WITH MN DOT MIXTURE No. 900, FERTILIZER AND MULCH. TYPICAL URBAN STREET SECTION STANDARD DRAWING C I T Y O F NO DOVE^ 5071 PLAN VIEW COMPONENT PART. D_ISBIPATCR DIG, D27 SHIMMER WB CROSS SECTION AA THE PRESERVER' I_� TION. UR w��wm ±�:wAl�Awo wiTnuMw mvw6V9Nvvm w.m �wod. s,Aruvu usn Ams 0 n a 0 m 0 mW W .. ? Y BE Z a$c vra� z o aE ag S�Sb -o a� t��am SHEET NO C9 CLUSTER BOX UNIT (CM) NSTALLATIGN /lM.Y/0140M 1/Z -T-0' 0 n a 0 m 0 mW W .. ? Y BE Z a$c vra� z o aE ag S�Sb -o a� t��am SHEET NO C9 STORM SEWER OPEN THROAT INLET p w a � m rc 6 MAXIMUM 5' METAL OR 2"%2'WOOD FENCE POST — o e _ z z 1 IN. % 2 IN. X 24 IN. LONG WOODEN STAKES. STANDS SHALL BE DRM THRWGH ME BACK I O HALF OF FIE SSBMEMT WNIROL LW AT AN MGM OF 45 DEGREES WITH THE TOP OF AHE SEDRIENT CONTROL LW —_ p �u \ \ STAKE POINTING UPSmEU1. QI \ BALES \ GEOTEXDLE WITH NET 0 BACKING —\_ •=` O IX. - fO IN. mBmMEN! 1EP1X III B4GHNC AND COMPACT ROM 1^`'JC LJ1 p`N E\' T SI rftENGN ON SEDIMENT CONT Blm G SEOIMFM COMflOL LW.Ci I I I pf °a NOTE: p= f ry I I I p\aE PUCE MOMENT CONTROL LW IN SH•u.ow TABS. (I TO 2 IN. DEPTH). Q1 PLACE 2 EA. -2"X 2" WOOD STAKES OR REINFORCING BARS IN f h $ 3 BACKFILL EACH BALE, EMEDOED IN THE GROUND 10" MINIMUM. a R <n TYPES: STRAW WOOD FIBER, OR COIR 1 IN. X 2 IN. X 24 IN. LONG WOODEN STd M. ". AS NEEDED. STAKES SWIL BE DRIVEN OhRm THE SETAMFNT CONTROL LW AT AN ANGLE OF as DEGREES WITH THE TOP OF THE STAKE POINTING UPSmFAM.® SEDIMENT CONTROL Lm /////��-- 4" OF 1" WASHED ROCK oQe�OVER (TYPE I) FILTER FABRIC z u Z 17� 33 W 'W 0 0 0 U O u GEOTEXTILE TO J;' Z D SPACE BEiNEEN STAKES SNALL BE A MAWMUM Ci 1 FOOT FOR ASGO OVERIAP THROUGH TRENCH. E�GK iB I olrcx CHECKS OR z FEET FOR OTHER APvu\EMENcnnoxs. © PIALE STAKES AS NEEDED r0 PREVENT MOT OF SWIMENT cCN1Pa LOGS PuaON t5 F(IIN SLOPES OR AS NEEDED WE TO OTHER FACTORS STAKES 8 IN. - 10 IN. EMBEDMENT OEM Y E $ o 6 W LL NPOENTAL SHABE I TYPES: WOOD CHIP, COMPOST, OR ROCK NOTE -SILT FENCE CONFORM TO YY S§ a 5 TYPE MNDOT 3666..TYPE B. SEDIMENT CONTROL LOGS SECTION J v�Ea -FENCING SHALL BE PLACED ALONG CONTOURS 1/29/20 x OR AS DIRECTED BY ENGINEER. L STANDARD DRAWING g A SILT FENCE F AKD:60VVE "o. BALE CHECK FOR STORM SEWER INLET NO SCALE s.2ao g g u x a s <S o 12/26/00 602 12/26/00 STANDARD DRAWING STANDARD DRAWING CID No CITY O F T E a m OVE 601 DOVE 604 -!*. U)z w- W of a Lu W IL¢ U z DO NOT LUT MAIN LEADER DELINEATION OF TREE LINE PRDrecnm SNRLL IDEAur Q HA 2 IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE PRUNED AT THE BRANCH BARK BE LOCATED AT TIE HATER PERIMETER OF THE mIPLTNE Q ZoZ. X UE y two p� RIDGE, AND OUTSIDE THE BRANCH COLLAR, NOT FLUSH WITH THE BARK. O Q m 50€ Rw INSTALL CORRUGATED PLASTIC TREE ELBAGAT x 4PG� SpjaOHp STEM PROTECTOR AROUND TRUNK (OPTIONAL). KLTM1Ennw NOTE, SILT ARD I RER.1. GRANGE S19V EENCE W .1 p NEEDDTION STEEL OR VmF FRED �pe\\\G SHALL BE PLANTED WITH THE LONPOSG NAS SHALL E%TEND S PROTION pELIXEJW `SO' ROOT COLLAR LEVEL DR SLIGHTLY AR coxrTnualttr TIMERLI vumEcrTIX AREAS TOTALLY RDU KI SURRPNO WDIVGUAL SPECIISNS AS NOTED, OR UTERO 'RIA ABOVE FINISHED GRADE. E%LEND 6ET. TREELTK REMOVE TAGS AND LABELS. BPRCOXSfm FREE LITE flimECiIIXSXM.L C Z PARTIALLY BACKFILL, MATER TD W SETTLE SOIL, FINISH BACKFILLING. E 6'MIN 4' SHREDDED BARK OR WOODCHIP C W c E -2 MULCH. KEEP 2' AWAY FROM STEM (AVOID DIRECT CONTACD. —III —III III vmDs (Tp — D — Do a O > 2u WASHED ROCK REMOVE THE WIRING, TWINE OR ROPES, III— > Q 0 Y N 20 AND BURLAP FROM THE TOP AND SIDES DF THE ROOT BALL FOR BALLED ANDx =III 0 N — O c BURLAPPED PLANTS. ELEVATION VIEW B' ws• wx (a G Q Q F REMOVE CONTAINERS AND CUT CIRCLING PLANTS ARE GROWN. T T I :� CLO CL C A w ROOTS IF CONTAINER Do j yu SCARIFY PLANTING PIT WALLS. TREE uaINDAT.i DELETNEATNN rTOx O L a DIG HOLE AT LEAST TWICE THE bO N Q WIDTH OF THE ROOT BALL TREE PLANTING DETAIL TREE PROTECTION FENCING Z z m ROCK CONSTRUCTION ENTRANCE 2/6/14 /6/04 M o STANDARD DRAWING NO' I CITY OF STANDARD DRAWING NOF_9xD0_ .� U VE 6068 ADOVE 610 SHEET NO. r 12/26/00 V 1 O 9TANMRD DRAWING CITY OF N0. DOVE 605 3 STORM SEWER INLET 3/4" CRUSHED ROCK w r 20' MIN. CoC N 2.2055. OO°° 18X 12 G u °o �Aao 88p^°y^8gep HOUSE o °^° a ^� ° °° e,�°a °�° a NUMBER a a s RAOILS 1 s o° 0 0 yy_ 0 °°°e°° 6�'ti^i.°°�°°b° iy�4 o o° 0 0 R MARGIN 38 BORDER 30 °o 00 ° �eV °e a 76 i e vevie D z 9 I/2' HOLES 4' APART VOII I / de r p d 5D e 71 y V v f 2.8 PLAN e �. e e 1.1 w �� 'o SE EDGE OF ROAD OR riNFILTRATION _ 1 7 81 a K HACK OF CURB S 6 R f f D 4 m SUBGRADE 6OF 3/4' CRUSHED ROCK OVER STEEL PLATE WITH A EA_. .. a o 1/2' HOLES , \ _ _..} m _ U, e FPIm B i 3 w O O O V V `offai -a5 W Y 'CAUPON' - LOE UNDERGROUND g E c e w WHIT1ES; d5G.1 . TELEPHONE. EL£CFRICLL, y'°bp 8 " CABLE TV KEEP OFF N g z° y ERDt©@m- SECTION BOX EXTEND Pon u I>asslelE INFILTRATION AREA t - - 2C (�iXls scow FLOW vuuc�RT °j d' J NOTES : 1. A idimeneionJaleir 2. COIOn &a&WMe, ADDRESS MUST BE ON SIDE OF BOX FROM WHICH CARRIER APPROACHES. IN mehae. VIWeF PONOn of ALL, and InWer legend: yell= RflBctoved APPROVED DATE OF REV SIGN NUMBER aE m i o LETTERS ABOUT ONE INCH HIGH OR ON MOW WHERE BOXES ARE GROUPED. BOX MUST BE LOCATED $0 CARRIER CAN SERVE WITHOUT LEANING VUnICIE. KEEP OFF Bnd LaMgrOund. 1/1A1 XI{•(Id � N c A ROCK FILTER FOR STORM SEWER INLET �mgw$? NO SCALE FACE OF MAL BOX TO ONE UP WITH BACK OF CURB. 8 2/19/09 3/20113 3 `o STANDARD DRAWING STANDARD ORAVINE C IDO c ND 1 619 Nvp 614A .. f(O 2 SETBACR NOTE. FOR CUT SLOPE W u Q W 1 R.O.w. CENTERUNE V A W ^ SEE GRPDING M'O EROSgN COMROL PUNS FOR A W ILpNAL NFORMPLpX OX LNECLON OF INLET STRUCTURES. EMERGENCY OY L W. ELEVATIONS ETC. MAnd Jp JS' VMIES VMIES a Q S of K (AERGENGYOVE°FLOW 1U'WPEClP53J0.WRPP (PE0.GRADNG RDW) (PERGPAOINGPIPNI FINISHED GRADE SHOWN ON I �O Zb' 4W2 m m GPPDINGPIAN 1 Q (n W V'M ERWIONCONTROLOUNIIET(STPAW.CATEGORY3N) �_ IXw£ UI �%% NwIX5 Gn / / S OWGWIIH SEEDMIX �v� CJ SLOPE FOR GRADING PLAN (AI MPXSLOPE) \ 1 AX vm OQ rya FLNEDEND SECTION (PER UTILITY PIANI a 135 �PG1 /Y L N FILL W ]bw f / 0. �ENGINEEPEO • 11 \ DFILLJ �ExGIxEFAE '� �\ �\ �1� I. • �\ i\ i •�� / , XON-STRVCNPKFLL% eURPHLE BEARING501LEIYP.1 Y <'OF EUXMPSOR6E0%COMPOSTMIX EROSION(SW BUNKEi Y£RM'Y SLOPE 5:1 VNCOMPACTEDSVBGR40E :1 (S1RAW. PATEPAAYSX) sURPBLE BE9PINGSOILjT1'P.) c Z d C GH INFILTRATION BASIN SLAB ON GRADE CL y N.T.S. N.T.S. N 0 ;_ R.O.W. Qi O O FOR OUT SLOPE FIWWNONG GE �SETOACK \ / a) W TO J y N FWSNED GRACE pXGUOWN ONCMGIXG I <EMERLWE Q J ON a 6HRAOWINGPUN 0.O.W. SEIBFCK ID'IMW) JO' 35' V PNEs ARIES � Y C C J W IMERIM I UtlPERCITYCCOE Q CENIEAUNE GIUOE M V O WiEPM J6DE ARIES VtalE3 FLWR VI � NONISBACNIFILLEMATERLOMPACTED L Ra RL V:J % TU Q 'c I- < GMOE 15 / �ENGINEFAFDFILL� Q ~ y "' ''6iOPSOIL LLL MATERIAL L UXDIBNPHEDSOR /i'.' $pEEeP �Lll� _ LILLLLI LLLL. l' ' LANG _ LLL! LLLLL -' ILC / / �/ / ENGINEERED FILL SVNiHLEOEAtINGSgLjIYP.1 SHEET NO. Op,G^" _ LLL LQ UXDIIUXBEDSOIL GROUND " xo i % ox.sTR6cTURA Hu -ww .L' LI LL LLIILLLLLLLLLLL LIgI L 4vwn Z BOCIOMOFUNSUNASLEMATERJLLL LLLI' S NGIE:REGEIRED FORALRPLLLOTC. �5 .11t S sVRABLEBEMINGSgLIIYP.I g $ SPEOV.SECTHEATF RHOUSE. sEE GErulssxEEr PoxxousE 1pin DowNs. a' 8 9 C11 D SUBGRADE CORRECTION FULL BASEMENT N.T.S. N.T.S. LANDSCAPE REQUIREMENTS PER CITY OF ANDOVER ZONING ORDINANCE: ALL LANDSCAPING INCORPORATED IN SATO PUN SHALL CONFORM TO THE FOLLOWING STANDARDS AND CRITERIM1 A. ALL PL n MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE POTTED/BARE ROOT OR BALLED S BURLAPPED DECIDUOUSTREES 1INCH DIAMETER, 6 FEET HIGH EVERGREEN TREES I3M-INCH DIAMETER. 6 FEET HIGH R. PROVIDE FOUR INCHES OF TOPSOIL (BLACK DIRT) AND BOD IN ALL BOULEVARDS PRIOR TO RECIEVING A CO (CERTIFICATE OF OCCUPANCY) C. THERE SHALL BE FOUR INCHES OF TOPSOIL APPLIED AND THE LOT SMALL BE SODDED OR PROFESSIONALLY SEEDED FROM THE BOULEVARD EDGE TO THE REAR WALL OF THE HOUSE. THIS SHOULD BE COMPLETED PRIOR TO RECEIVINGACO. D. SEE THE TREE PLANTING DETAIL (SEE CITY ORDINANCE FOR FULL REQUIREMENTS) LANDSCAPE NOTES: 1. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED ANO MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MNIDOT 2575. 2. PLANTING SOIL SHALL CONSIST 1:1:1 CONSISTING OF 33% SELECT LOAMY TOPSOIL. 33% PEAT MOW, RUN SAND. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MNIDOT SEED MDL MULCHED, B DISK ANCHORED, PER THE FOLLOWING SCHEDULE: SEED MIK 25-131: 220 UUAC. MULCH TYPE 3: 2 TONSIAC. 4. SEEDETAILWWFORTREEPLANTINGDETAIL NlghtingNe Villas Tree Preservation Table 278/ Tobe Remave4 Tobe Save4 Tobe Planted Canll. Fgnlfe. Conifers ¢ I Dlameter(la) Am m Nameter(In) Amount QUANTITY KEY COMMON NAME SCIENTIFICNAME U SIZE NOTES I 4 y 6 W TREES Gss 6 loss 12 o L 7 5725 15 1]BCBLACK CHERRY PRUNUS SEROTINA 13/4"DIA. 6'HIGH STRAIGHT TRUNK, NO V -CROTCH 30- 1 ED90 SBO BUR OAK QUERCUS MACROCARPA 13/4' DIA. 6! HIGH STRAIGHT MUNK, NO V -CROTCH H TOW 47 TOW 13 Detl4BONa 20 RE ROCK ELM ULMUS THOMASII Diameter in Amount 23/4" DIA. 6'HIGH STRAIGHT MUNK, NO V -CROTCH M 3 23 13/4 75 8 9 RM RED MAPLE ACER RUBRUM 13/4" DIA. & HIGH STRAIGHTTRUNK, NO V -CROTCH 47 IO15 30 IIF2s M 17 PB 7 Q PAPERBIRCH QUAKINGASPEN BETULA PAPYRIFERA POPULUSTREMULOIDES 13/4"DIA. &HIGH 13/4" DIA. 6'HIGH STRAIGHT MUNK, NO V -CROTCH STRAIGHT TRUNK, V 50 9 / ®v n 13 WS WHITESPRUCE PICEA GIAUCA 13/4"DIA. 6'HIGH NO -CROTCH STRAIGHT TRUNK, NO V -CROTCH TafA 90 I. 75 AJEid.A Dense Area AEeldon,d De eArea SCALE: 1"=SO- 881TOTAL I � I LEGEND: I IRE PROPOSED NRF ESTABLISHMENT ro EEC NwWTM'TNFESW 9MMn44YLHE .J tsEE VEuavµsnuxl swS txE ® PROPOSED DECIDUOUS TREE I f F iw 'ate II I f I 6 —• •• 'Y _. t - ♦n it & �I H� ( n .. g —�`I\4 I. � 4AF PROPoGED CON FEROVBTREE LANDSCAPE REQUIREMENTS PER CITY OF ANDOVER ZONING ORDINANCE: ALL LANDSCAPING INCORPORATED IN SATO PUN SHALL CONFORM TO THE FOLLOWING STANDARDS AND CRITERIM1 A. ALL PL n MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE POTTED/BARE ROOT OR BALLED S BURLAPPED DECIDUOUSTREES 1INCH DIAMETER, 6 FEET HIGH EVERGREEN TREES I3M-INCH DIAMETER. 6 FEET HIGH R. PROVIDE FOUR INCHES OF TOPSOIL (BLACK DIRT) AND BOD IN ALL BOULEVARDS PRIOR TO RECIEVING A CO (CERTIFICATE OF OCCUPANCY) C. THERE SHALL BE FOUR INCHES OF TOPSOIL APPLIED AND THE LOT SMALL BE SODDED OR PROFESSIONALLY SEEDED FROM THE BOULEVARD EDGE TO THE REAR WALL OF THE HOUSE. THIS SHOULD BE COMPLETED PRIOR TO RECEIVINGACO. D. SEE THE TREE PLANTING DETAIL (SEE CITY ORDINANCE FOR FULL REQUIREMENTS) LANDSCAPE NOTES: 1. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED ANO MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MNIDOT 2575. 2. PLANTING SOIL SHALL CONSIST 1:1:1 CONSISTING OF 33% SELECT LOAMY TOPSOIL. 33% PEAT MOW, RUN SAND. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MNIDOT SEED MDL MULCHED, B DISK ANCHORED, PER THE FOLLOWING SCHEDULE: SEED MIK 25-131: 220 UUAC. MULCH TYPE 3: 2 TONSIAC. 4. SEEDETAILWWFORTREEPLANTINGDETAIL NlghtingNe Villas Tree Preservation Table 278/ Tobe Remave4 Tobe Save4 Tobe Planted Canll. Fgnlfe. Conifers gamNer In AmNunt Dlameter(la) Am m Nameter(In) Amount 3fi 3 3.6 U 13/4 13 8 4 8 6 W N N 110 i Gss 6 loss 12 o L 7 5725 15 L n 4 5 3P50 1 30- 1 ED90 0 b 0 CL Tata) H TOW 47 TOW 13 Detl4BONa Dea4NOm DeHaxoN. Diameter In Amount Diameter in Amount Diame[erllnl Amoum 3b M 3 23 13/4 75 8 17 8 8 )PIS 47 IO15 30 IIF2s M m 10 Pw 46 50 9 ®v n SB T. D Total 206 TafA 90 Toti 75 AJEid.A Dense Area AEeldon,d De eArea Area= 62752 sq ft Mea- 31WI sq ft 0 m 0 a O I I I I I I I I I L I I Y C Z E C LC CL W 0 �"°os G1 > m 1 N a O W N N 110 i 9 Q c Q U C 02 > o L 7 O o'er v m Ea 5 0 F 0 Z � u CL SHEET NO. C12 CITY OF M111110 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 3, 2022 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.