Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CC - September 1, 2020
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting— Tuesday, September 1, 2020 Call to Order — 7:00 p.m. Pledge of Allegiance Proclamation — Domestic Violence Awareness Month Resident Forum Agenda Approval 1. Approval of Minutes (8/18/20 Regular) Consent Items 2. Approve Payment of Claims — Finance 3. Declare Cost/Order Assessment Roll/20-14,2020 Mill & Overlay -Jay Street NW - Engineering 4. Declare Cost/Order Assessment Roll/20-15, 2020 Mill & Overlay -Martin Street NW - Engineering 5. Declare Cost/Order Assessment Roll/20-16, 2020 Mill & Overlay -Woodland Estates 1s'& 2nd Additions - Engineering 6. Award Bid/20-17/Public Works Pavement Reconstruction — Engineering 7. Approve Amendment/l6-3913/2018 Comp Plan Update/Transportation -Engineering 8. Accept Contribution/CenterPoint Energy Fire Dept. Equipment — Fire 9. Adopt Resolution Accepting CARES Act Grant Funding for Elections —Administration 10. Rescind Resolution R056-20 and Approve Resolution for Vacation of Drainage and Utility Easements and Acceptance of New Drainage and Utility Easements— 16523 Orchid Street NW / 3290 165`h Lane NW — Planning Discussion Items 11. Consider Approval of an Ordinance Amendment Renaming a Street in Shadowbrook North - Planning 12. Consider Conditional Use Permit (CUP) / Planned Unit Development (PUD) Amendment — "The Preserve at Petersen Farms" phase 2 — PIDS 07-32-24-42-0002, 07-32-24-43-0003, 07-32-24-34-0002, 07-32-24-34- 0003, 07-32-24-33-0001, 07-32-24-31-0001, 07-32-24-32-0001, 07-32-24-23-0002, 07-32-24-24-0001 — JD Andover Holdings - Planning 13. Consider Preliminary Plat — The Meadows at Petersen Farms (46 — single family rural lots) — PIDS: 07-32- 24-42-0002, 07-32-24-43-0003, 07-32-24-31-0001, 07-32-24-34-0002 — JD Andover Holdings - Planning Staff Items 14. Emergency Response (COVID-19) Update -Administration 15. Administrator Report —Administration Mayor/Council Input Adjournment Note: Some or all members of the Andover City Council may participate in the September 1, 2020 City Council meeting by telephone or video conference rather than by being personally present at the City Council's regular meeting place at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, MN 55304. Members of the public can physically attend, although there is very limited seating in the City Council Chambers as appropriate social distancing will be done by the Council and visitors. Proclamation October of 2020 is proclaimed as Domestic Violence Awareness Month WHEREAS, the community problem of domestic violence has become a critical public health and welfare concern to Anoka County; and WHEREAS, domestic violence is a crime, the commission of which will not be tolerated in Anoka County and perpetrators of said crime are subject to prosecution and conviction in accordance with the law; and WHEREAS, over thousands of women, men and children have and will continue to access assistance from Alexandra House, Inc., a domestic violence service provider; and WHEREAS, domestic violence will be eliminated through community partnerships of concerned individuals and organizations working together to prevent abuse while at the same time effecting social and legal change; and WHEREAS, October is National Domestic Violence Awareness Month; and WHEREAS, during National Domestic Violence Awareness Month, Anoka County organizations will inform area residents about domestic violence, its prevalence, consequences and what we, as a concerned community can do to eliminate its existence. NOW, THEREFORE, BE IT RESOLVED AND KNOWN TO ALL THAT, I, Julie Trude, Mayor of Andover, do hereby proclaim October to be Domestic Violence Awareness Month. Mayor Julie Trude Councilmember Ted Butler Councilmember Sheri Bukkila Councilmember Jamie Barthel Councilmember Valerie Holthus VNj6WRJP- 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 Administr FROM: Michelle Hartner, Deputy City SUBJECT: Approval of Minutes DATE: September 1, 2020 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration, and submitted for City Council approval: August 18, 2020 Regular DISCUSSION The minutes are attached for your review. ACTION REQUIRED The City Council is requested to approve the above minutes. Respectfully submitted, I Michelle Harmer Deputy City Clerk Attach: Minutes 2 0 6 REGULAR ANDOVER CITY COUNCIL MEETING —AUGUST I8, 2020 7 MINUTES 8 9 10 The Regular Bi -Monthly Meeting of the Andover City Council was called to order by Mayor 11 Julie Trude, August 18, 2020, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard 12 NW, Andover, Minnesota. 13 14 Councilmembers present: Valerie Holthus, Jamie Barthel, and Ted Butler 15 16 Councilmember absent: Sheri Bukkila 17 18 Also present: City Administrator, Jim Dickinson 19 Public Works Director/City Engineer, David Berkowitz 20 Community Development Director, Joe Janish 21 City Attorney; Scott Baumgartner 22 Others 23 24 PLEDGE OFALLEGL4NCE 25 26 PROCLAMATION- CONSTITUTION WEEK 27 28 Mayor Trude declared September 17-23, 2020 as Constitution Week and read the Proclamation. 29 30 RESIDENT FORUM 31 32 No one appeared before the Council. 33 34 AGENDA APPROVAL 35 36 Motion by Barthel, Seconded by Butler, to approve the Agenda as presented. Motion carried 4 37 ayes, 0 nays, and 1 absent (Bukkila). 38 39 APPROVAL OFMINUTES 40 41 July 28, 2020 Workshop Meeting: 42 43 Motion by Butler, Seconded by Holthus, to approve the July 28, 2020 Workshop meeting 44 minutes as presented. Motion carried 4 ayes, 0 nays, and 1 absent (Bukkila). 45 46 August 4, 2020 Regular Meeting: 47 Regular Andover City Council Meeting Minutes —August 18, 2020 Page 2 1 Motion by Barthel, Seconded by Butler, to approve the August 4, 2020 Regular meeting minutes 2 as present. Motion carried 4 ayes, 0 nays, 1 absent (Bukkila) 1 present (Holthus). 3 4 CONSENT ITEMS 5 6 Item 2 Approve Payment of Claims 7 Item 3 Accept Contribution/Joyce Noyes/Sharon Copeland/Fire Dept./Fire Safety and 8 Prevention Programs for Children (See Resolution R057-20) 9 Item 4 Receive July 2020 Budget Progress Report 10 Item 5 Receive July 2020 City Investment Reports 11 Item 6 Approve City Fee Ordinance Changes/Community Center (See Ordinance 511) 12 13 Motion by Barthel, Seconded by Holthus, to approve the Consent Agenda as read. Motion 14 carried 4 ayes, 0 nays, and 1 absent (Bukkila). 15 16 ANOKACOUNTYSHERIFFS OFFICE MONTHLYREPORT 17 18 Commander Paul Lenzmeier provided a monthly report for July stating the Department 19 responded to 1,578 calls for service and 135 CSO calls, including 2 burglaries and 27 thefts. 20 Commander Lenzmeier stated there were 8 felony arrests, 3 gross misdemeanor arrests, 8 21 misdemeanor arrests, and 4 DWI arrests. Commander Lenzmeier highlighted several 22 significant events during July. He reported structure fires, an assault and brief chase, and a 23 pursuit of a motorcyclist. Commander Lenzmeier detailed the four DWI arrests. Commander 24 Lenzmeier reported 240 traffic stops resulting in 70 citations and 4 DWIs. 25 26 Councilmember Barthel stated he contacted the Sheriffs Office twice this month and was 27 impressed with the professionalism and follow up of the officers. 28 29 PRESENTATION/CONSIDER 2021 SHERIFF'S OFFICE CONTRACT 30 31 City Administrator Dickinson reported that each year the City Council approves the subsequent 32 year's law enforcement contract with the Anoka County Sheriffs Office as part of the annual 33 budget process. Mr. Dickinson stated the City has had discussions with the Anoka County 34 Sheriff Office for a 2021 status quo contract. Mr. Dickinson referred to the contract proposal 35 which reflects a 1.28% increase ($41,528) in total contract cost and recommends approval. 36 37 Mr. Dickinson introduced Anoka County Sheriff James Stuart. Sheriff Stuart approached the 38 Council and spoke briefly about the role of the Sheriff's Department. Sheriff Stuart explained 39 the contract with the Anoka County Sheriffs Office is all-inclusive, so the City does not have 40 to worry about police services. Sheriff Stuart highlighted the services the City receives 41 including patrol, investigation, supervision, records, and administration. 42 43 Mayor Trude stated the City is able to receive excellent police coverage at a lower expense than 44 cities that operate their own department. Regular Andover City Council Meeting Minutes —August 18, 2020 Page 3 1 Sheriff Stuart explained the current contract is based on the previous completed year (2019). 2 Sheriff Stuart explained proactive time where officers are patrolling the City and reactive time 3 where officers are responding to calls and performing work related to calls. He explained the 4 goal is to have 40-50% proactive time. He stated the Department uses this approach to keep 5 services and costs consistent and fair among the cities the Department serves. 6 7 Sheriff Stuart reported the Department is not seeking any increase in services for the City of 8 Andover and stated there may be a need to increase it in 2022. He said the minimal increase in 9 the current proposal is due to the officer union contract and personnel costs. Sheriff Stuart 10 reviewed the contract with the Council. 11 12 Mr. Dickinson added the City receives a reimbursement from the School District for the School 13 Liaison Officers. He explained the City always has the number of officers on duty as listed in 14 the contract even if an officer is on vacation or leave. Mr. Dickinson stated the City has a great 15 partnership with the Sheriff s Office. 16 17 Councilmember Butler stated in his interactions with the Sheriffs Office, the staff have been 18 professional and empathetic. He expressed his appreciation and stated the community is well 19 served. 20 21 Councilmember Holthus thanked the School Liaison officers for their work in the schools. She 22 asked how much the increase in cost for the health care was. Sheriff Stuart stated he would 23 send the information to Councilmember Holthus when he acquires it. 24 25 Mayor Trude stated defirnding the police is not a discussion in Andover. She said she has heard 26 residents say they want the police officers to know they are appreciated. Mayor Trude 27 appreciates the actions the Sheriffs Department has taken during COVID to keep the officers 28 and residents safe. 29 30 Mayor Trude asked Sheriff Stuart to address the quality of the officers the Department hires. 31 Sheriff Stuart responded that the Sheriffs Department is an example of the National best 32 management practices in hiring and training. He explained the Department hired a consultant 33 a few years back to improve the hiring process and make it more character based. He stated 34 Anoka County is ahead of the curve in training on bias and de-escalation. He said there is buy - 35 in from officers to the mission and character of the Department. 36 37 Mayor Trude stated the community needed to hear this message from the top and the character, 38 training and professionalism of the Department contribute to their effectiveness. 39 40 Motion by Barthel, Seconded by Butler, approving the 2021 Sheriffs Office Contract. Motion 41 carried 4 ayes, 0 nays, and 1 absent (Bukkila). 42 43 CONSIDER INTERIM USE PERMIT - MINING & LAND RECLAMATION- PID# 17-32- 44 24-21-0002, PID# 17-32-24-12-0004, P1D# 17-32-24-12-0002 Regular Andover City Council Meeting Minutes —August 18, 2020 Page 4 1 Community Development Director Janish presented the item stating the applicant currently 2 owns three different unaddressed properties located west of Tulip Street NW that has limited 3 potential for anything other than agricultural purposes. He stated the applicant has been 4 working with the Engineering Department on ways that a dwelling could be constructed on the 5 property. Mr. Janish stated the applicant is proposing to excavate approximately 8,500 cubic 6 yards of fill from the floodplain to create a pond and relocate that fill to create three areas of 7 usable upland, one of which could be suitable for construction of a dwelling in the future. He 8 stated the excavation and hauling of the fill will be contained within the property. Mr. Janish 9 detailed the application and conditions. He explained the Planning and Zoning Commission 10 held a public hearing on August 12, 2020. Mr. Janish shared an email of support and stated one 11 resident spoke at the public hearing wondering if the project would affect the water table, which 12 it will not. 13 14 Motion by Holthus, Seconded by Barthel, to approve Resolution No. R058-20 granting an 15 Interim Use Permit for Mining and Land Reclamation at PID# 17-32-24-21-0002, PID# 17-32- 16 24-12-0004, PID# 17-32-24-12-0002. Motion carried 4 ayes, 0 nays, and 1 absent (Bukkila). 17 18 COVID 19 UPDATE 19 20 City Administrator Dickinson updated the Council on the primary changes to the COVID-19 21 response since the last meeting. He stated Governor has extended the Executive Order for an 22 additional 30 days. Mr. Dickinson stated the major change since the last meeting is the CARES 23 Act dollars. He said the application deadline for the small business grants was August 17, 2020 24 and the City is beginning the review of 29 applications with requests totaling just under $1 25 million. Since the City has more funding to distribute, he stated the City will add a second 26 round of grants for those that did not apply for the first round. Mr. Dickinson stated the City 27 is engaging in mask education. He stated the City is working with the School District and the 28 County on COVID safety. 29 30 SCHEDULE SEPTEMBER 1, 2020 EDA MEETING 31 32 Motion by Barthel, Seconded by Butler, to schedule an EDA meeting on September 1, 2020 at 33 6:00 p.m. Motion carried 4 ayes, 0 nays, and 1 absent (Bukkila). 34 35 SCHED VIE A UGUST WORKSHOP MEETING 36 37 Motion by Barthel, Seconded by Butler, to schedule Workshop meetings on 4ffi Tuesday of 38 every month. Motion carried 4 ayes, 0 nays, and 1 absent (Bukkila). 39 40 Motion by Barthel, Seconded by Butler, to schedule a Workshop meeting on August 25, 2020 41 at 6:00 p.m. Motion carried 4 ayes, 0 nays, and 1 absent (Bukkila). 42 43 SCHEDULE SEPTEMBER WORKSHOP MEETING 44 Regular Andover City Council Meeting Minutes —August 18, 2020 Page 5 1 Item addressed in previous motion. 2 3 ADMINISTRATOR'S REPORT 4 5 City Staff updated the Council on the administration and city department activities, legislative 6 updates, updates on development/CIP projects, and meeting reminders/community events. 7 8 (Administrative Staff Activities) — Mr. Dickinson stated Andover has 76 new homes this year. 9 Mr. Dickinson updated the Council on his meetings, budget and CIP. He stated the City 10 received the CARES money and has completed their first monthly report to the State. Mr. 11 Dickinson reported the City is first to receive the CARES dollars and distribute it to businesses 12 within Anoka County. He also said the City is #1 in the census response for cities over 15,000 13 population. 14 15 Mr. Dickinson announced the Movie in the Park at dusk in Sunshine Park on August 22"d. He 16 said Toy Story will be showing and the venue will be set up for social distancing. Mr. Dickinson 17 stated it is a blow-up screen in cooperation with QCTV. 18 19 (Engineering/Public Works) — Mr. Berkowitz updated the Council on the Veterans Memorial 20 project. He updated the Council on construction projects and said the department is beginning 21 work on 2021 projects, including assessments. 22 23 Mayor Trude requested the assessment hearings be staggered to accommodate people in 24 Council Chambers while maintaining social distancing. Mr. Berkowitz stated staff can 25 encourage email comments and will send the virtual meeting information in the notices. 26 27 Mr. Berkowitz said the Public Works Vehicle Maintenance building is almost complete. He 28 updated the Council on the items the Public Works Department is working on. 29 30 (Community Development) — Mr. Janish updated the Council on the meetings of the Planning 31 and Zoning Commission. He stated Code Enforcement has been extremely busy. Mayor Trude 32 thanked Mr. Janish for his work on the business grants. 33 34 MAYOR/COUNCIL INPUT 35 36 (Alexandra House) Mayor Trude shared a letter from the Alexandra House stating the walk at 37 Bunker Hills is cancelled and they are requesting to have a presentation to Council in September 38 or October. Mayor Trude summarized the services provided by the Alexandra House. Mayor 39 Trude stated the City gives funds to the Alexandra House through the Charitable Gaming 40 Budget account. 41 42 (Parks and Trails) Mayor Trude stated she sees many families using the parks and trails and 43 thanked staff for maintaining the parks. 44 1 2 3 4 5 6 7 8 9 10 11 12 Regular Andover City Council Meeting Minutes —August 18, 2020 Page 6 (Hanson Boulevard) Mayor Trude stated Hanson Boulevard is complete and the City appreciates the work of the County. ADJOURNMENT Motion by Barthel, Seconded by Butler, to adjourn. Motion carried unanimously. The meeting adjourned at 8:10 p.m. Respectfully submitted, Shari Kunza, Recording Secretary REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —AUGUST l8, 2020 TABLE OF CONTENTS PLEDGE OF ALLEGIANCE......................................................................................................... 1 PROCLAMATION — CONSTITUTION WEEK...... RESIDENT FORUM ................................................. AGENDA APPROVAL ............................................. APPROVAL OF MINUTES ...................................... CONSENT ITEMS .................................................... .................................................... 1 .......................... 1 ..........I ............... 1 .......................... 1 Item 2 Approve Payment of Claims........................................................................................... Item 3 Accept Contribution/Joyce Noyes/ Sharon Copeland/ Fire Dept./Fire Safety and Prevention Programs for Children (R057-20) ....................................................... Item 4 Receive July 2020 Budget Progress Report ........................................................ Item 5 Receive July 2020 City Investment Reports . .........:............................................. Item 6 Approve City Fee Ordinance Changes/Community Center (Ord. 511) .......................... ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT ............................... PRESENTATION/CONSIDER 2021 SHERIFF'S OFFICE CONTRACT ............................... CONSIDER INTERIM USE PERMIT/MINING & LAND RECLAMATION/PID# 17-32-24- 2 2 2 2 21-0002, 17-32-24-12-0004 & 17-32-24-12-0002 (R05'8-20) ......................................... 2 COVID 19 UPDATE............................:........................................................................................4 SCHEDULE SEPTEMBER 1, 2020 EDA MEETING.............................................................. 4 SCHEDULE AUGUST WORKSHOP MEETING... ........................................................ 4 SCHEDULE SEPTEMBER WORKSHOP MEETING ........................................................ 4 ADMINISTRATOR'S REPORT ......... ......... ........................................................ 5 (Administrative Staff Activities). . ......... ........: .......r. ............................................... 5 (Engineering/Public Works)....... .......... ........................................................................5 (Community Development) ......... ...................................................................................... 5 MAYOR/COUNCIL INPUT'::........................................................................................................ 5 (Alexandra House)....... .......1 . ......... ........i..............................................................5 (Parks and Trails) ........ ......... ......... ....................................................................... 5 (Hanson Boulevard) ..... ......... ....................................................................................... 6 ADJOURNMENT........................................................................................................................... 6 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councihnembers CC: Jim Dickinson, City Administrator FROM: Lee Brezinka, Finance Manager SUBJECT: Payment of Claims DATE: September 1, 2020 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. Claims totaling $338,090.37 on disbursement edit list #1 - #4 from 08/17/2020 — 08/27/2020 has been issued and released. Claims totaling $561,572.71 on disbursement edit list 45 dated 09/01/2020 will be issued and released upon approval. BUDGETIMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REQUESTED The Andover City Council is requested to approve total claims in the amount of $899,663.08. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted, Lee Brezmka Attachments: Check Proof Lists Accounts Payable Computer Check Proof List by Vendor RD: 6 ' R User: BrendaF Printed: 08/14/2020 - 12:05PM Batch: 00414.08.2020 Invoice No Description Amount Payment Date Acct Number Reference Vendor: NorthMon Northland Monument Inc. Check Sequence: 1 ACH Enabled: False Veterans Memorial 7,857.50 08/17/2020 4303-49300-63010 Check Total: . 7,857.50 Total for Check Run: 7,857.50 Total of Number of Checks: AP -Computer Check Proof List by Vendor (08/14/2020 - 12:05 PM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 08/21/2020 - 8:27AM Batch: 00421.08.2020 Invoice No Description Amount Payment Date Acct Number Reference Vendor: OptumBaa Optum Bank HSA Check Sequence: 1 ACH Enabled: False 2020 HSA Employer Contribution for Cary Comer 3,250.00 08/25/2020 0101-42300-60310 2020 HSA Employer Contribution for Tyler Jost 1,750.00 08/25/2020 010143100-60310 Check Total: 5,000.00 Total for Check Run: 5,000.00 Total of Number of Checks: AP -Computer Check Proof List by Vendor (08/21/2020 - 8:27 AM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 08/25/2020 - 9:05AM Batch: 00424.08.2020 Invoice No Description Amount Payment Date Acct Number C1�'Y OF DOVER �` Reference Vendor: ABCSign ABC Sign & Graphic, Inc. Check Sequence: I ACH Enabled: False 18024 COVID-19 Signs Q Community Center 704.00 08/24/2020 2510-46500-61020 Check Total: 704.00 Vendor: AFLAC AFLAC Check Sequence: 2 ACH Enabled: False 254545 August 2020 Premium 679.32 08/24/2020 0101-00000-21209 Check Total: 679.32 Vendor: Aircon Aircon Electric Corporation Check Sequence: 3 ACH Enabled: False 11643-2020-1 PW Veh Maint/Cold Storage/Site Wk 131.25 08/24/2020 4303-49300-63010 11647-2020-1 PW Old Fuel Pumps Disconnect for Removal 185.00 08/24/2020 4160-49300-63010 Check Total: 316.25 Vendor: AmSignal American Signal Corporatio Check Sequence: 4 ACH Enabled: False 0010313 -IN Install Equipment 9,105.90 08/24/2020 4180-49300-63010 Check Total: 9,105.90 Vendor: AncomCon Ancom Communications, Inc. Check Sequence: 5 ACH Enabled: False 96450 Battery 105.85 08/24/2020 0101-42200-61020 Check Total: 105.85 Vendor: AnderEar Earl F. Andersen, Inc. Check Sequence: 6 ACH Enabled: False 0123957 -IN Channel Posts 2,270.95 08/24/2020 0101-43300-61030 Check Total: 2,270.95 Vendor: AnkCity City of Anoka Check Sequence: 7 ACH Enabled: False INV00571 Traffic Signal - Bunker & 7th Ave 26.72 08/24/2020 0101-43400-62005 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AND Page 2 Check Total: 26.72 Vendor: AnkC001 Anoka Co Treasurer Check Sequence: 8 ACH Enabled: False AR015975 APX6000 Portable SN-481CWM4798 3,771.00 08/24/2020 4180-49300-61020 HWYSQ22020 Signal Banker &Quinn 342.30 08/24/2020 0101-00000-11310 HWYSQ22020 Signal Andover & Crosstown 202.95 08/24/2020 0101-43400-63010 Check Total: 4,316.25 Vendor: ArchwyCo Archway Contracting, Inc. Check Sequence: 9 ACH Enabled: False 125901551 Refund - Permit not Required 72.00 08/24/2020 0101-42300-52185 Check Total: 72.00 Vendor: AshcoExt Ascho Exteriors Check Sequence: 10 ACH Enabled: False 124622786 Address Located in Ham Lake 72.00 08/24/2020 0101-42300-52185 Check Total: 72.00 Vendor: BoyerTru Boyer Trucks - Check Sequence: 11 ACH Enabled: False 925456 Misc. Supplies for Stock 375.60 08/24/2020 6100-48800-61115 CM920697 Core Credit -98.00 08/24/2020 6100-48800-61115 CM925456 Core Credit -67.20 08/24/2020 6100-48800-61115 Check Total: 210.40 Vendor: CDW CDW Government, Inc. Check Sequence: 12 ACH Enabled: False ZLS7772 Labels for Clerk 168.66 08/24/2020 0101-41420-61225 Check Total: 168.66 Vendor: CedarPlu Cedar Plumbing Check Sequence: 13 ACH Enabled: False 8060 RPZ Test& Check YMCA Pool Feed 3,897.30 08/24/2020 5100-48100-63100 Check Total: 3,897.30 Vendor: Centerpt CenterPoint Energy Check Sequence: 14 ACH Enabled: False 10809498-8 2557 Bunker Lk Blvd (4-plex) 14.48 08/24/2020 4520-49300-62015 10809498 10809697-5 2543 Bunker Lk Blvd (4-plex) 100.02 08/24/2020 4520-49300-62015 10809697 11078651-4 Vehicle Maint Bldg 80.52 08/24/2020 6100-48800-62015 11078651-4 11078654-8 Cold Storage 54.01 08/24/2020 0101-41940-62015 11078654-8 5825952-4 Equipment Building 23.88 08/24/2020 0101-41950-62015 5825952 5840270-2 Water Treatment Plant 282.72 08/24/2020 5100-48100-62015 5840270 5840341-1 Prairie Knoll Park 17.06 08/24/2020 010141990-62015 5840341 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AND Page 2 Invoice No Description Amount Payment Date Acct Number Reference 5841153-9 Fire Station#1 60.52 08/24/2020 0101-41920-62015 5841153 5841451-7 Fire Station #2 27.31 08/24/2020 0101-41920-62015 5841451 5852601-3 Fire Station #3 74.00 750.00 08/24/2020 0101-41920-62015 5852601 5864630-8 Pumphouse#4 17.06 Check Sequence: 17 ACH Enabled: False 08/24/2020 5100-48100-62015 5864630 5883191-8 Sunshine Park 23.88 Floor Mat Rental 08/24/2020 0101-41970-62015 5883191 5893307-8 well #1 17.06 08/24/2020 0824/2020 5100-48100-62015 5893307 5907226-4 Pumphouse#6 24.47 4058194695 08/24/2020 5100-48100-62015 5907226 5927939-8 Pumphouse#7 17.06 08/24/2020 5100-48100-62015 5927939 5945463-7 Well#3 20.76 08/24/2020 5100-48100-62015 5945463 5950580-0 City Hall/Senior Center 56.80 08/24/2020 0101-41910-62015 5950580 6122874-8 Lift Station #4 19.17 08/24/2020 5200-48200-62015 6122874 6401449842-8 2526 138th Ave MAIN (4-plex) 10.80 08/24/2020 4520-49300-62015 6401449842 6401449872-5 2526 138th Ave #1(4-plex) 18.67 08/24/2020 4520-49300-62015 6401449872 6401449873-3 2526138th Ave #2 (4-plex) 10.80 08/24/2020 452049300-62015 6401449873 6401449875-8 2526 138th Ave #3 (4-plex) 10.80 08/24/2020 4520-49300-62015 6401449875 6401449879-0 2526138th Ave#4(4-plea) 10.80 08/24/2020 452049300-62015 6401449879 6402167055-5 Lift Station #10 61.91 08/242020 5200-48200-62015 6402167055 7575198-2 ASN Ballfields 23.88 08/242020 0101-41980-62015 7575198 7725077-7 Lift Station#1 18.11 08/24/2020 5200-48200-62015 7725077 8743371-0 Warming House 17.06 08/24/2020 0101-45000-62015 8743371 Check Total: 1,113.61 Vendor: CenLink CenturyLink Check Sequence: 15 ACH Enabled: False 763 754-6713 Subway Q Community Center 54.71 08/24/2020 213044100-62030 763 755-0776 Community Center Service 25.00 08/242020 2130-44000-62030 763 755-0776 Fire Department Service 25.00 08/24/2020 0101-41920-62030 763 755-0776 City Hall Service 24.99 08/242020 0101-41910-62030 763 755-0776 Public Works Service 24.99 08/24/2020 0101-41930-62030 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 3 Check Total: 154.69 Vendor: CielochJ Jeff Cielocha Check Sequence: 16 ACH Enabled: False Anoka Co. Fire Academy Instructor Reimburse 750.00 08/24/2020 0101-42200-58100 Check Total: 750.00 Vendor: CintasGK Cintas Corp - Cintas Loc #16K Check Sequence: 17 ACH Enabled: False 4058194463 Floor Mat Rental 69.55 08/24/2020 0101-41930-62200 4058194484 Floor Mat Rental 37.46 08/24/2020 0101-41910-62200 4058194695 Uniform Cleaning 22.25 08/24/2020 6100-48800-61020 4058194695 Uniform Cleaning 22.28 0824/2020 510048100-61020 4058194695 Uniform Cleaning 155.95 08/24/2020 0101-43100-61020 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 4058194695 Uniform Cleaning 66.83 08/24/2020 0101-45000-61020 4058194695 Uniform Cleaning 44.55 08/24/2020 5200-48200-61020 4058194695 Uniform Cleaning 22.29 08/24/2020 0101-43300-61020 4058886617 Uniform Cleaning 22.29 08/24/2020 0101-43300-61020 4058886617 Uniform Cleaning 66.83 0824/2020 0101-45000-61020 4058886617 Uniform Cleaning 22.28 0824/2020 5100-48100-61020 4058886617 Unifonn Cleaning 44.55 08/24/2020 5200-48200-61020 4058886617 Uniform Cleaning 22.25 0824/2020 6100-48800-61020 4058886617 Uniform Cleaning 155.95 08/24/2020 0101-43100-61020 Check Total: 775.31 Vendor: CommAspl Commercial Asphalt Co. Check Sequence: 18 ACH Enabled: False 200731 MV4 Wear Ree 5.80/o/4.1%,BM 159.96 0824/2020 0101-43100-61125 Check Total: 159.96 Vendor: CorvalCo Corval Consimctom, Inc Check Sequence: 19 ACH Enabled: False 863093 Preventive Maintenance Contract 436.00 08242020 510048100-62300 863093 Preventive Maintenance Contract 725.00 08/24/2020 2130-44000-62300 Check Total: 1,161.00 Vendor: Dalco Deice Check Sequence: 20 ACH Enabled: False 3652295 Multi Surface Disinfectant 152.27 08/24/2020 2130-44000-61020 3652358 Multi Surface Disinfectant 145.32 08/242020 2130-44000-61020 Check Total: 297.59 Vendor: DiamVoge Diamond Vogel Paint Check Sequence: 21 ACH Enabled: False 802195215 White Traffic Paint 279.50 08/24/2020 0101-43100-61020 802195216 High Pressure Swivel 55.50 08/24/2020 0101-43100-61020 802195582 White Traffic Paint 342.00 08/24/2020 0101-43100-61020 Check Total: 677.00 Vendor: ECM ECM Publishers, Inc. Check Sequence: 22 ACH Enabled: False 789824 2019 TIF 213.75 08/24/2020 4501-49300-63025 789825 Preserve & Meadows Peterson PH 208.13 08/24/2020 0101-41500-63025 Check Total: 421.88 Vendor: Ehlers Ehlers & Associates, Inc. Check Sequence: 23 ACH Enabled: False 84391 2019 TIF Reporting 2,187.50 08/24/2020 4501-49300-63005 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 5 Check Total: 2,187.50 Vendor: ElkRvrPr Elk River Printing Check Sequence: 24 ACH Enabled: False 043027 Permit Cards 217.37 08/24/2020 0101-42300-61010 Check Total: 217.37 Vendor: Fastenal Fastened Company Check Sequence: 25 ACH Enabled: False MNTC8188066 PW Veh Maint Ballard Covers 396.77 08/24/2020 4303-49300-61020 Check Total: 396.77 Vendor: Ferguson Ferguson Waterworks #2516 Check Sequence: 26 ACH Enabled: False 0459824 Misc. Supplies for Storm Sewer 832.24 08/24/2020 5300-48300-61145 0459833 Mise. Supplies 128.73 08/24/2020 5100-48100-61135 Check Total: 960.97 Vendor: GopherSt Gopher State One -Call Inc Check Sequence: 27 ACH Enabled: False 0070177 July 2020 Billable Locates 364.50 08/24/2020 5200-48200-63040 0070177 July 2020 Billable Locates 364.50 08/24/2020 5100-48100-63040 Check Total: 729.00 Vendor: Grainger Grainger Check Sequence: 28 ACH Enabled: False 9595843609 Procedural Mask for COVID-19 573.37 08/24/2020 251046500-61020 Check Total: 573.37 Vendor: Greyston Greystone Construction Co. Check Sequence: 29 ACH Enabled: False 28202 Fabric Structure Annual Maintenance 600.00 08/24/2020 0101-43200-63100 Check Total: 600.00 Vendor: HachCo Hach Company Check Sequence: 30 ACH Enabled: False 12051652 Chemicals for Water Treatment Plant 547.47 08/24/2020 5100-48100-61040 Check Total: 547.47 Vendor: HagforsT Ted Hagfors Inc. Check Sequence: 31 ACH Enabled: False 202013 2020 Electrical Inspections 2,951.25 08/24/2020 0101-42300-63005 Check Total: 2,951.25 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Hawkins2 Hawkins Inc Check Sequence: 32 ACH Enabled: False 4763914 Chemicals for Water Treatment Plant 3,411.36 0824/2020 510048100-61040 4767325 Chemicals for Water Treatment Plant 5,564.15 08/24/2020 5100-48100-61040 Check Total: 8,975.51 Vendor: HenSchei Henry Schein, Inc. Check Sequence: 33 ACH Enabled: False 80379190 Sani-Cloth Prime Large 58.50 08/24/2020 0101-42200-61005 80850238 Naloxone SYR Needleless & Prep Razor 236.10 0824/2020 0101-42200-61005 Check Total: 294.60 Vendor: Herc U Here -U -Lift Check Sequence: 34 ACH Enabled: False W464475 Proximity Sensor & Mount Prox Switch 691.34 08/24/2020 2130-44000-61020 Check Total: 691.34 Vendor: HoffmanB Hoffman Bros. Sod, Inc. Check Sequence: 35 ACH Enabled: False 023278 Hills Bunker Lk W Pk Generic Edge 26.76 08/24/2020 0101-45000-61130 023280 Hills Bunker Lk W Pk Purple Quartz 189.40 08/24/2020 0101-45000-61130 023333 Bluegrass Sod 57.75 08/24/2020 0101-45000-61130 Check Total: 273.91 Vendor: HotsyEqu HotsyMinnesota.com Check Sequence: 36 ACH Enabled: False 68074 Pans for Unit #316 & #16-347 1,328.26 08/24/2020 6100-48800-61115 Check Total: 1,328.26 Vendor: InterBat Interstate All Battery Center Check Sequence: 37 ACH Enabled: False 1901202006124 Automotive Battery 380.85 08/24/2020 0101-41930-61120 Check Total 380.85 Vendor: KinectEG Kinect Energy Group Check Sequence: 38 ACH Enabled: False 314336/11171502 Community Center 3,067.33 08/24/2020 2130-44000-62015 314336/11171508 Public Works 241.05 08/24/2020 0101-41930-62015 Check Total: 3,308.38 Vendor: LanoEqui Lano Equipment, Inc. Check Sequence: 39 ACH Enabled: False 02-769361 Irrigation Repair 150.00 08/24/2020 010145000-62200 02-769414 Irrigation Repair -60.00 08/24/2020 0101115000-62200 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 7 Check Total: 90.00 Vendor: LepageSo Lepage & Sons Check Sequence: 40 ACH Enabled: False 108783 Trash Removal for Parks Dept. 334.07 08/24/2020 0101-45000-62020 Check Total: 334.07 Vendor: LubrTech Lube -Tech Check Sequence: 41 ACH Enabled: False 1651985 PW Veh Maint/Cold Storage/Site Wk 2,110.03 08/24/2020 4303-49300-61020 Check Total: 2,110.03 Vendor: MadNatlL Madison National Life Ins Co, Inc Check Sequence: 42 ACH Enabled: False 1405788 September 2020 Premium 842.58 08/24/2020 0101-00000-21216 Check Total: 842.58 Vendor: MartMCAl Martin -McAllister Check Sequence: 43 ACH Enabled: False 13407 Public Safety Assessment 3,850.00 08/24/2020 0101-42200-63005 Cheek Total: 3,850.00 Vendor: McMahon( George McMahon Check Sequence: 44 ACH Enabled: False Replace Lost Check from 04/24/2019 170.36 08/24/2020 0101-42200-60120 Check Total: 170.36 Vendor: Medline Medline Industries, Inc. Check Sequence: 45 ACH Enabled: False 1918059622 Canister, Disposable, 800 ML 248.18 08/24/2020 0101-42200-61005 Check Total: 248.18 Vendor: Menards Menards Inc Check Sequence: 46 ACH Enabled: False 32099 Misc. Supplies 22.54 08/24/2020 0101-45000-61020 32300 Misc. Supplies 68.66 08/24/2020 0101-41930-61120 32702 Razor Electronic Ear Muff 79.98 08/24/2020 0101-43300-61020 32764 Drillbit 4.99 08/24/2020 0101-41930-61205 32764 Clear Latch Totes for Elections 69.90 08/24/2020 0101-41310-61020 Check Total: 246.07 Vendor: MetSales Metro Sales Incorporated Check Sequence: 47 ACH Enabled: False INV 1646945 Deliver Printer Cartridge 40.87 08/24/2020 0101-42300-61405 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 7 Invoice No Description Check Total Amount Payment Date Acct Number 40.87 Check Sequence: 48 220.00 Check Total: Vendor: Mickman Mickman Brothers Inc. 5108 Mow Contract @ Community Center 5109 Mow Contract @ Crosstown Drive 5110 Mow Contract @ Fire Station #1 5111 Mow Contract @ Fire Station #2 5112 Mow Contract @ Fire Station #3 5113 Mow Contract @ City Hall 1270625-01 Check Total: Vendor: MNLifeln Minnesota Life Insurance Company 139325 September 2020 Premium 139325 September 2020 Premium 139325 September 2020 Premium 139325 September 2020 Premium Check Total: Vendor: MNPCA Minnesota Pollution Control Agency SC -52673238 Wastewater Certification Renewal Check Total Amount Payment Date Acct Number 40.87 Check Sequence: 48 220.00 Check Total: Vendor: Minutema Minuteman Press 979799 Business Cards for Ted Butler 638.83 Check Total: Vendor: MTIDist MTI Distributing Inc 1267835-00 Misc. Supplies 1270172-00 Community Center Expansion 1270173-00 Community Center Expansion 1270625-01 Tube Link 1270681-00 Community Center Expansion Check Total: Vendor: MunEmerg Municipal Emergency Services, Inc. IN1478861 Uniform - Turnout Gear Line Check Total Amount Payment Date Acct Number 40.87 Check Sequence: 48 220.00 08/24/2020 2130-44000-63010 263.17 08/24/2020 0101-45000-63010 638.83 08/24/2020 0101-41920-63010 366.67 08/24/2020 0101-41920-63010 385.38 08/24/2020 0101-41920-63010 546.17 08/24/2020 0101-41910-63010 2,420.22 Check Sequence: 49 1,430.44 08/24/2020 0101-00000-21205 23.00 08/24/2020 0101-42200-60330 41.80 08/24/2020 0101-00000-21205 76.76 08/24/2020 7100-00000-21218 1,572.00 Check Sequence: 50 23.00 08/24/2020 5200-48200-61320 87.22 87.22 169.27 415.39 803.42 49.79 598.00 2,035.87 5,000.00 5,000.00 Check Sequence: 51 08/24/2020 0101-41100-61005 Check Sequence: 52 08/24/2020 0101-45000-61020 08124/2020 4403-49300-61020 08/24/2020 4403-49300-61020 08/24/2020 6100-48800-61115 08/24/2020 4403-49300-61020 Check Sequence: 53 08/24/2020 0101-42200-61305 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: NoSuburb North Suburban Rental Center Check Sequence: 54 ACH Enabled: False 506413 Irrigation for Community Center Expansion 280.80 0824/2020 4403-49300-62200 506519 Irrigation for Community Center Expansion 248.40 08/24/2020 4403-49300-62200 506561 Irrigation for Community Center Expansion 280.80 0824/2020 4403-49300-62200 Check Total 810.00 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 55 ACH Enabled: False 3253-102078 Battery 45.35 08/24/2020 6100-48800-61115 3253-105236 Sway Bar Link for Unit #134 64.18 08/24/2020 6100-48800-61115 3253-105773 Air Filter for Unit #11-582 31.44 0824/2020 6100-48800-61115 3253-106661 Air & Oil Filters 70.48 0824/2020 6100-48800-61115 3253-106662 Air Filter 25.50 08/24/2020 6100-48800-61115 3253-106740 Fuel Filter 12.33 08/24/2020 6100-48800-61115 3253-108078 Battery for Unit #17-79 98.94 0824/2020 6100-48800-61115 3253-108335 Seal Beam for Unit 4585 9.88 08/24/2020 6100-48800-61115 3253-108378 Shop Car Wash Drying Tool 15.99 08/24/2020 6100-48800-61020 Check Total: 374.09 Vendor: OertelAr Oertel Architects Check Sequence: 56 ACH Enabled: False 30 PW Veh Maint/Cold Storage/Site Wk 1,228.35 08/24/2020 4303-49300-63005 30 Vet Mem Const-Nightgl to Tower 3,500.00 08/24/2020 4140-49300-63005 Check Total: 4,728.35 Vendor: O11Depot Office Depot Check Sequence: 57 ACH Enabled: False 113196314001 Office Supplies 49.99 0824/2020 0101-42200-61005 113198790002 Office Supplies 14.99 08/24/2020 0101-42200-61005 113198793001 Office Supplies 90.76 08/24/2020 0101-42200-61005 113198802001 Office Supplies 54.58 08/24/2020 0101-42200-61005 Check Total: 210.32 Vendor: OPUS21 OPUS 21 Check Sequence: 58 ACH Enabled: False 200615 June 2020 Utility Billing 1,807.29 08/24/2020 5100-48100-63010 200615 June 2020 Utility Billing 2,035.58 08/24/2020 5200-48200-63010 200615 June 2020 Utility Billing 1,972.50 08/24/2020 0101-43600-63010 200615 June 2020 Utility Billing 2,855.29 08/24/2020 5300-48300-63010 Check Total: 8,670.66 Vendor: PowSysSe Power Systems Services, Inc. Check Sequence: 59 ACH Enabled: False 00101737 Preventative Maint on Generators 536.00 08/24/2020 2130-44000-62300 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 00101737 Preventative Maint on Generators 1,608.00 08/24/2020 0101-41920-62300 00101737 Preventative Maint on Generators 536.00 08/24/2020 0101-41910-62300 00101742 Preventative Maint on Generators 8,424.00 08/24/2020 5100-48100-62300 Check Total: 11,104.00 Vendor: RCMSpeci RCM Specialties Inc Check Sequence: 60 ACH Enabled: False 7626 Emulsion 893.52 08/24/2020 0101-43100-61125 7642 Emulsion 767.96 08/24/2020 0101-43100-61125 Check Total: 1,661.48 Vendor. RESPEC MPEC Check Sequence: 61 ACH Enabled: False INV -0720-389 Andover - 2020 On Site Support 975.00 08/24/2020 4140-49300-63005 INV -0720-389 Andover - 2020 On Site Support 667.25 08/24/2020 2210-41600-63005 INV -0720-389 Andover - 2020 On Site Support 51.00 08/24/2020 2220-41600-63005 INV -0720-389 Andover - 2020 On Site Support 975.00 08/24/2020 2250-41600-63005 INV -0720-389 Andover- 2020 On Site Support 975.00 08/24/2020 5100-48100-63005 INV -0720-389 Andover- 2020 On Site Support 975.00 08/24/2020 520048200-63005 INV -0720-389 Andover - 2020 On Site Support 513.00 08/24/2020 5300-48300-63005 Check Total: 5,131.25 Vendor: RosenMNI Rosenbauer Minnesota LLC Check Sequence: 62 ACH Enabled: False 0000041471 Labor to Repair Unit #4820 606.19 08/24/2020 6100-48800-63135 0000041471 Parts to Repair Unit #4820 76.88 08/24/2020 6100-48800-61115 Check Total: 683.07 Vendor: RUFFRI Ruffridge- Johnson Equipment Company, Inc. Check Sequence: 63 ACH Enabled: False IA17641 Valve Ball for Unit #07-191 200.89 08/24/2020 6100-48800-61115 Check Total: 200.89 Vendor: S&SInd S & S Industrial Supply Check Sequence: 64 ACH Enabled: False 312281 Misc. Supplies for Street Signs 415.75 08/24/2020 010143300-61030 Check Total: 415.75 Vendor: SchergeE Ernie Scherger Check Sequence: 65 ACH Enabled: False Instructor Reimbursement 250.00 08/24/2020 0101-42200-58100 Check Total: 250.00 Vendor: SiteOnel, SiteOne Landscape Supply Check Sequence: 66 ACH Enabled: False AP -Computer Check Proof List by Vendor (0825/2020 - 9:05 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 101951797-001 Marking Flags & Blue Poly Pipe 315.30 08/24/2020 0101-45000-61020 101997062-001 Misc. Supplies 38.38 08/24/2020 0101-45000-61020 102015757-001 Misc. Supplies 232.95 08/24/2020 0101-45000-61020 102020017-001 Misc. Supplies 80.85 08/24/2020 0101-45000-61020 102151820-001 Misc. Supplies 90.98 08/24/2020 0101-45000-61020 102189896-001 Community Center Expansion 550.24 08/24/2020 4403-49300-61020 Check Total: 1,308.70 Vendor: TahoSpl Talo Sportswear, Inc. Check Sequence: 67 ACH Enabled: False 20TS1686 Misc. Racking & Hockey Laces 285.60 08/24/2020 2130-44200-61245 20TS1696 Misc. Racking & Hockey Laces 370.00 08/24/2020 2130-44200-61020 Check Total: 655.60 Vendor: Teaacon Termcon Consultants, Inc. Check Sequence: 68 ACH Enabled: False TD99763 Community Center Expansion 1,546.25 08/24/2020 440349300-63010 Check Total: 1,546.25 Vendor: U1trAcry Ultra Acrylics, Inc Check Sequence: 69 ACH Enabled: False 27147 Election Barriers 6,500.00 08/24/2020 2510-46500-61020 Check Total: 6,500.00 Vendor: USBankEq US Bank Equipment Finance Check Sequence: 70 ACH Enabled: False 421674623 Taskatfa 4003I Copier @ Public Works 180.15 08/24/2020 0101-41930-62200 Check Total: 180.15 Vendor: USABIue USA Blue Book Check Sequence: 71 ACH Enabled: False 303947 Magna -Trak 2020 Ferromagnetic 763.07 08/24/2020 5100-48100-61005 Check Total: 763.07 Vendor: Verizon Verizon Wireless Check Sequence: 72 ACH Enabled: False 9859889668 Storm Water Pimp 27.12 08/24/2020 5300-48300-62030 9859889669 Park Trail Cams @ Hawkridge Park 50.04 08/24/2020 0101-45000-62030 9860655900 Monthly Cell Phone Service 60.44 08/24/2020 0101-41200-62030 9860655900 Monthly Cell Phone Service 144.44 08/24/2020 0101-42300-62030 9860655900 Monthly Cell Phone Service 150.65 08/24/2020 2130-44000-62030 9860655900 Monthly Cell Phone Service 73.79 08/24/2020 0101-41500-62030 9860655900 Monthly Cell Phone Service 335.00 08/24/2020 010141600-62030 9860655900 Monthly Cell Phone Service 55.44 08/24/2020 0101-41400-62030 AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 11 Invoice No Description Amount Payment Date Acct Number 9860655900 Monthly Cell Phone Service 340.77 08/242020 0101-42200-62030 9860655900 Monthly Cell Phone Service 94.45 0824/2020 0101-41420-62030 9860655900 Monthly Cell Phone Service 1,540.73 08/24/2020 0101-45000-62030 9860655900 Monthly Cell Phone Service 340.24 08/24/2020 5200-48200-62030 9860655900 Monthly Cell Phone Service 68.55 08/24/2020 0101-43300-62030 9860655900 Monthly Cell Phone Serviced 724.37 08/24/2020 0101-43100-62030 9860655900 Monthly Cell Phone Service 343.60 08/24/2020 6100-48800-62030 9860655900 Monthly Cell Phone Service 386.61 08/242020 5100-48100-62030 9860655900 Monthly Cell Phone Service 41.44 0824/2020 0101-41910-62030 Check Total: 4,777.68 Vendor: VoncoB Vonco H, LLC Check Sequence: 73 V20000056951 Contraction Debris 499.52 08/24/2020 0101-43100-63010 Check Total: 499.52 Vendor: WalterRR Walters Recycling & Refiise Inc Check Sequence: 74 4762537 3Yd Front Load Trash for 2527 Bunker 175.73 08/24/2020 4520-49300-62020 Check Total: 175.73 Vendor: WnsMgmt2 Waste Management -Blaine Check Sequence: 75 8624123-0500-8 July 2020 Garbage Service 141.20 08/24/2020 0101-41910-62020 8624130-0500-3 PW Garbage Disposal 334.36 0824/2020 0101-45000-62020 8624130-0500-3 PW Garbage Disposal 1,471.19 08/24/2020 0101-46000-62020 8624130-0500-3 PW Garbage Disposal 423.53 08/24/2020 0101-41930-62020 8624133-0500-7 July 2020 Garbage Service 103.67 08/24/2020 0101-41920-62020 8624134-0500-5 July 2020 Garbage Service 103.03 08/24/2020 0101-41920-62020 8626827-0500-2 August 2020 Garbage Service 173.68 08/24/2020 0101-41920-62020 Check Total: 2,750.66 Vendor: WaterLog Waterlogic Americas LLC Check Sequence: 76 151839 Water Cooler Rental @ City Hall 135.00 0824/2020 0101-41910-62200 151840 Water Cooler Rental @ Public Works 252.00 08/24/2020 0101-41930-62200 Check Total: 387.00 Vendor: WruckSew Wruck Sewer and Portable Rental Check Sequence: 77 5478 Portable Toilet Rental 910.00 08/24/2020 0101-45000-62200 5478 Portable Toilet Rental 117.00 08/24/2020 0101-00000-24201 5478 Portable Toilet Rental 509.00 08/24/2020 0101-00000-24201 5478 Portable Toilet Rental 117.00 0824/2020 0101-00000-24201 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AM) Page 12 Invoice No Vendor: Ziegler PC200241444 PR200023653 Description Check Total: Ziegler, Inc. Part for Unit #202 Core Credit for Unit #202 Check Total Total for Check Run: Total of Number of Checks Amount Payment Date Acct Number 1,653.00 2,506.67 08/24/2020 -779.49 08/24/2020 1,727.18 128,108.06 78 Check Sequence: 78 6100-48800-61115 6100-48800-61115 Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (08/25/2020 - 9:05 AK Page 13 Accounts Payable Computer Check Proof List by Vendor User. BrendaF Printed: 08/27/2020 - 2:55PM Batch: 00427.08.2020 Invoice No Description Amount Payment Date Acct Number Reference Vendor: AbleHose Able Hose And Rubber Check Sequence: I ACH Enabled: False 220727-001 PW Veh Maint/Cold Stomge/Site Wk 192.54 08/27/2020 4303-49300-61020 Check Total: 192.54 Vendor: Aircon Aircon Electric Corporation Check Sequence: 2 ACH Enabled: False 11638-2020-1 WTP Receptacle in Mixer Room 362.95 08/27/2020 5100-48100-63105 11646-2020-1 Replace 2 Exit/Emergency Light @ FS#2 299.46 08/27/2020 0101-41930-63010 11654-2020-1 Replace 2 Photo Cells @ City Hall 197.00 08/27/2020 0101-41910-63010 Check Total: 859.41 Vendor: AncomCon Ancom Communications, Inc. Check Sequence: 3 ACH Enabled: False 96672 Pagers, Power Adaptor&Cable 1,965.20 08/27/2020 4180-49300-61020 Check Total: 1,965.20 Vendor: AnderEar Earl F. Andersen, Inc. Check Sequence: 4 ACH Enabled: False 0124152 -IN Galvanized Channel Posts 2,185.00 08/27/2020 0101-43300-61030 Check Total: 2,185.00 Vendor: AnkCo01 Anoka Cc Treasurer Check Sequence: 5 ACH Enabled: False CCOM08182001 Portable Radio & Pager Antenna 3,791.95 08/27/2020 4180-49300-61020 Check Total: 3,791.95 Vendor: AutoNam AutoNation Ford White Ben Lake Check Sequence: 6 ACH Enabled: False 544303 Labor to Repair Unit #134 95.00 08127/2020 6100-48800-63135 544303 Parts to Repair Unit#134 48.36 08/27/2020 6100-48800-61115 Check Total: 143.36 Vendor: Bolton Bolton & Menk, Inc. Check Sequence: 7 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/27/2020 - 2:55 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 0255204 Railroad Ped Underpass Evaluation 3,818.00 08/27/2020 4170-49300-63005 AP -Computer Check Proof List by Vendor (08/272020 - 2:55 PM) Page 2 Check Total: 3,818.00 Vendor: CintuGK Cintas Corp - Cintas Loc #16K Check Sequence: 8 ACH Enabled: False 4059515251 Floor Mat Rental 37.46 08/27/2020 0101-41910-62200 4059515344 Floor Mat Rental 69.55 08/27/2020 0101-41930-62200 4059515478 Uniform Cleaning 23.71 08/27/2020 0101-43300-61020 4059515478 Uniform Cleaning 71.09 08/27/2020 0101-45000-61020 4059515478 Uniform Cleaning 23.71 0827/2020 510048100-61020 4059515478 Uniform Cleaning 47.39 08/272020 5200-48200-61020 4059515478 Uniform Cleaning 23.67 08/27/2020 6100-48800-61020 4059515478 Uniform Cleaning 165.90 08/27/2020 0101-43100-61020 Check Total: 462.48 Vendor: CityAndo City ofAndover Check Sequence: 9 ACH Enabled: False Lions Park - Irrigatoin -11.37 08/27/2020 0101-45000-62010 218730 Lions Park - Storm Water 11.37 08/27/2020 0101-45000-62025 218730 Skate Park - Storm Water 11.37 08/27/2020 0101-45000-62025 218734 Future Trail Underpass - St Lt 6.45 0827/2020 0101-45000-62005 218904 Future Trail Underpass - St Wt 11.37 08/27/2020 0101-45000-62025 218904 Vehicle Maintenance - St Light 6.45 08/27/2020 0101-41930-62005 219102 Public Works - Storm Water 405.97 08/27/2020 0101-41930-62025 204320 2nd Parcel PW - Sturm Water 311.25 08/27/2020 0101-41930-62025 204320 1st Parcel PW -Storm Water 387.12 0827/2020 0101-41930-62025 204320 Sunshine Park - Storm Water 11.37 0827/2020 0101-45000-62025 204322 City Hall/Sr Ctr - Storm Water 309.31 0827/2020 0101-41910-62025 204323 Strip Along Hanson Blvd 52.20 08/27/2020 2130-44000-62025 204323 CH Park Lights - Storm Water 11.37 08/27/2020 0101-45000-62025 204323 Pumphouse #4 11.37 08/27/2020 5100-48100-62025 204323 Pumphouse #6 - Storm Water 11.37 08/27/2020 5100-48100-62025 204324 Pumphouse #7 - Storm Water 11.37 08/27/2020 5100-48100-62025 204325 Hidden Creek N - Storm Water 11.37 08/27/2020 0101-45000-62025 204326 Shadowbrook E PK - Storm Water 11.37 0827/2020 0101-45000-62025 204327 Water Treatment Plant - Storm 108.26 08/27/2020 5100-48100-62025 204328 Fire Station #3 - Storm Water 11.37 08/27/2020 0101-41920-62025 204329 Community Center - Storm Water 517.61 08/27/2020 2130-44000-62025 204330 Country Oaks Pk - Storm Water 11.37 08/27/2020 0101-45000-62025 204332 Hickory Meadows Pk - Storm War 11.37 08/27/2020 0101-45000-62025 204348 Fire Station #1 - Storm Water 11.37 08/27/2020 0101-41920-62025 204349 Crooked Lake Boat Landing 11.37 08/27/2020 0101-45000-62025 212987 Evelaud Fields - Stonn Water 11.37 08/27/2020 0101-45000-62025 212988 AP -Computer Check Proof List by Vendor (08/272020 - 2:55 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Fox Meadow Park - Storm Water 11.37 08/27/2020 0101-45000-62025 212989 Hawkridge Park - Storm Water 11.37 08/27/2020 0101-45000-62025 212990 Hidden Creek E Pk - Storm War 11.37 08/27/2020 0101-45000-62025 212991 Hills Of Bunker Lk W Park 11.37 08/27/2020 0101-45000-62025 212992 Northwoods East Park - Storm 11.37 08/27/2020 0101-45000-62025 212993 Northwoods West Park - Storm 11.37 08/27/2020 0101-45000-62025 212994 Oak Bluff Park - Storm Water 11.37 08/27/2020 0101-45000-62025 212995 Pine Hills Park - Storm Water 11.37 08/27/2020 0101-45000-62025 212996 Pleasant Oaks Park - Storm Wat 11.37 08/27/2020 0101-45000-62025 212997 Prairie Knoll Park - Storm 11.37 08/27/2020 0101-45000-62025 212998 Water Tower #1 - Storm Water 11.37 08/27/2020 5100-48100-62025 212999 Pumphouse #8 - Storm Water 11.37 08/27/2020 5100-48100-62025 213000 Red Oaks W Pk - Storm Water 11.37 08/27/2020 0101-45000-62025 213001 Terrace Park - Storm Water 11.37 08/27/2020 0101115000-62025 213002 Timber Trails Park - Storm War 11.37 08/27/2020 0101-45000-62025 213003 Wild Iris Pazk- Storm Water 11.37 08/27/2020 0101-45000-62025 213004 Pumphouse #1 - Storm Water 11.37 08/27/2020 5100-48100-62025 213005 Pumphouse #2 - Storm Water 11.37 08/27/2020 5100-48100-62025 213006 Pumphouse #3 - Storm Water . 11.37 08/27/2020 5100-48100-62025 213007 Pumphouse #5 - Storm Water 11.37 08/27/2020 5100-48100-62025 213008 Langseth park - Storm Water 11.37 08/27/2020 0101-45000-62025 213009 Chesterton Commons Park 11.37 08/27/2020 0101-45000-62025 213012 Nordeens Park - Storm Water 11.37 08/27/2020 0101-45000-62025 213013 Creekview Crossing Park 11.37 08/27/2020 0101-45000-62025 213014 Kelsey Round Lk Park 11.37 08/27/2020 0101-45000-62025 213015 Strootman Park - Storm Water 11.37 08/27/2020 0101-45000-62025 213016 Fire Station #2 11.37 08/27/2020 0101-41920-62025 213076 Shady Knoll Park - Storm Water 11.37 08/27/2020 0101-45000-62025 213078 Oak Bluff Park 2,117.54 08/27/2020 0101-45000-62010 212995 Rose Park - Irrigation 2,908.84 08/27/2020 0101-45000-62010 214132 Public Works 4,024.28 08/27/2020 0101-41930-62010 204320 1929 Crosstown Blvd 11.37 08/27/2020 0101-41930-62025 204321 Sunshine Park 242.46 08/27/2020 0101-41970-62010 204322 City Hall/Senior Center 628.40 08/27/2020 0101-41910-62010 204323 Pumphouse#6 87.95 08/27/2020 5100-48100-62010 204324 Pumphouse#7 322.64 08/27/2020 5100-48100-62010 204325 Hidden Creek North Park 3,476.26 08/27/2020 0101-45000-62010 204326 Shadowbrook But Park 1,831.90 08/27/2020 0101-45000-62010 204327 Water Treatment Plant 3,598.48 08/27/2020 5100-48100-62010 204328 Fire Station #3 586.85 08/27/2020 010141920-62010 204329 Community Center 5,730.04 08/27/2020 2130-44000-62010 204330 Community Center 177.22 08/27/2020 2130-44100-62010 204330 County Oaks Park 158.47 08/27/2020 0101-45000-62010 204332 AP -Computer Check Proof List by Vendor (08/27/2020 - 2:55 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Vendor: StPaulCi IN42067 Vendor: CivMetho 202007513 202007513 Vendor: CommAspl 200815 Jay St Sprinkler House 26.05 08/272020 2110-00000-11310 204333 ASN Ballfields 170.56 0827/2020 0101-45000-62010 204334 ASN Sprinkler HOuse 5,734.36 08/27/2020 0101-45000-62010 204335 Community Garden Plots 395.98 08/27/2020 4180-49300-62010 204339 Woodland Estates Park 245.76 08/272020 0101-45000-62010 204340 Terrace Park - Irrigation 2,275.80 08272020 0101-45000-62010 213002 Hickory Meadow Park 149.44 08/27/2020 0101-45000-62010 204348 Fire Station #1 638.25 08/27/2020 0101-41920-62010 204349 2600138th Ave NW 15.28 08/27/2020 4501-49300-62010 204350 Pumphouse#3 281.88 08/272020 5100-48100-62010 213007 Wild Iris Park 743.38 08/27/2020 0101-45000-62010 213004 254213th Ave - Sewer 244.60 08/272020 4520-49300-62010 218035 2542 138th Ave - Storm Water 12.78 08/27/2020 4520-49300-62025 218035 Thorson Property 11.37 08/27/2020 0101-41930-62025 218109 2543 Bunker Lk Blvd - Sewer 244.60 0827/2020 4520-49300-62010 217539 2543 Bunker Lk Blvd - Storm 12.27 08/27/2020 4520-49300-62025 217539 2557 Bunker Lk Blvd - Sewer 244.60 0827/2020 4520-49300-62010 217540 2557 Bunker Lk Blvd - Storm 12.27 0827/2020 4520-49300-62025 217540 2526138th Ave -Sewer 244.60 08/27/2020 4520-49300-62010 217568 2526 138th Ave - Storm 13.28 08/272020 4520-49300-62025 217568 Vehicle Maintenance - Storm 116.96 08/27/2020 0101-41930-62025 219102 Vehicle Maintenance 1,094.73 08/27/2020 0101-41930-62010 219102 ASN Ballfields 11.37 0827/2020 0101-45000-62025 204326 Woodland Estates Park 11.37 0827/2020 0101-45000-62025 204326 Cold Storage Bldg 126.31 08/27/2020 0101-41940-62020 204326 Check Total: 41,574.08 City of St. Paul Asphalt Mix 6,904.84 Check Total' 6,904.84 Civil Methods, Inc. Meadows @ Petersen Farms 4,062.50 Meadows @ Petersen Farms 4,062.50 Check Total: Commercial Asphalt Co. 9.5MM Ree Wear 5.8°/6/4.8%, CM, 2 Check Total: 8,125.00 Check Sequence: 10 08/27/2020 0101-43100-61125 Check Sequence: 11 08272020 7200-00000-24202 08/27/2020 5300-48300-63005 Check Sequence: 12 1,148.05 08/27/2020 0101-43100-61125 1,148.05 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/2712020 - 2:55 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Cushman Cushman Motor Company, Inc Check Sequence: 13 ACH Enabled: False 201744 Brake Parts for Unit #547 253.60 08/27/2020 6100-48800-61115 Check Total: 253.60 Vendor: DTNLLC DTN, LLC Check Sequence: 14 ACH Enabled: False 5804385 ClearPath Weather 3,600.00 08/27/2020 0101-43200-61320 Check Total: 3,600.00 Vendor ECM ECM Publishers, Inc. Check Sequence: 15 ACH Enabled: False 790774 PW Pavement Reconstruction 540.00 08/27/2020 4160-49300-63025 Check Total: 540.00 Vendor: EmerAppa Emergency Apparatus Maint Check Sequence: 16 ACH Enabled: False 112402 Labor to Repair Engine 11 473.69 08/27/2020 6100-48800-63135 112402 Parts to Repair Engine 11 482.30 08/27/2020 6100-48800-61115 112403 Parts to Repair Unit #4884 77.49 08/27/2020 6100-48800-61115 112404 Labor to Repair Unit #4886 765.19 08/27/2020 6100-48800-63135 112404 Parts to Repair Unit #4886 586.22 08/27/2020 6100-48800-61115 Check Total: 2,384.89 Vendor: EquipMgm Equipment Management Company Check Sequence: 17 ACH Enabled: False 57881 Misc Supplies 29.00 08/27/2020 0101-42200-61020 Check Total: 29.00 Vendor: Fasten] Fastenal Company Check Sequence: 18 ACH Enabled: False NINTC8188621 Misc. Supplies for Signs 228.49 08/27/2020 0101-43300-61030 Check Total: 228.49 Vendor: Hawkins2 Hawkins Inc Check Sequence: 19 ACH Enabled: False 4770938 Chemicals for Water Treatment Plant 3,898.41 08/27/2020 5100-48100-61040 Check Total: 3,898.41 Vendor: HlthPDen Health Partners Check Sequence: 20 ACH Enabled: False 99097364 September 2020 Premium 62,849.16 08/27/2020 0101-00000-21206 99097364 September 2020 Premium 4,490.63 08/27/2020 0101-00000-21208 99097364 September 2020 Premium 242.25 08/27/2020 6200-48900-63005 99097364 September 2020 Premium 894.18 08/27/2020 7100-00000-21218 AP -Computer Check Proof List by Vendor (08/27/2020 - 2:55 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 68,476.22 1,592.00 1 "1 nn 13.13 13.13 333.42 333.42 1,711.73 231.10 1,942.83 156.00 156.00 343.49 17.85 361.34 190.45 190.45 765.17 765.17 Check Sequence: 21 08/27/2020 0101-41420-61225 08/27/2020 0101-41420-62305 Check Sequence: 22 08/27/2020 0101-45000-61130 Check Sequence: 23 08/27/2020 5100-48100-61135 Check Sequence: 24 08/27/2020 0101-43300-61020 08/27/2020 0101-42200-61210 Check Sequence: 25 08/27/2020 0101-41230-61320 Check Sequence: 26 08/27/2020 6100-48800-61020 08/27/2020 0101-43300-61030 Check Sequence: 27 08/27/2020 0101-00000-21219 Check Sequence: 28 08/27/2020 0101-43300-61020 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/27/2020 - 2:55 PM) Page 6 Check Total: Vendor: HighPtNw High Point Networks 162122 Disaster Recovery - Datto System Install 162296 Veeam Backup for MO 365 Subscription Check Total: Vendor: HoffinauB Hoffman Bros. Sod, Inc. 023373 Bluegrass Sod Check Total: Vendor: Indelco Indelco Plastics Corp. INV204665 Mise Water Supplies Check Total: Vendor: InnovOff Innovative Office Solutions, LLC IN3074197 Sign Shop Worksurface IN3074198 Conference Room Round Table Check Total: Vendor: IPMAHR IFMA -HR INV55198-S7K41,13 Membership Dues Thm 06/30/2021 Check Total: Vendor: Lawson Lawson Products, Inc. 9307780696 Mise Supplies 9307786380 Hardware Check Total: Vendor: LegShiel Legal Shield 31833 September 2020 Premium Check Total: Vendor: LOCATO Locators & Supplies, Inc. 0286883 -IN Traffic Cones & Black Nitrile Gloves Check Total: 68,476.22 1,592.00 1 "1 nn 13.13 13.13 333.42 333.42 1,711.73 231.10 1,942.83 156.00 156.00 343.49 17.85 361.34 190.45 190.45 765.17 765.17 Check Sequence: 21 08/27/2020 0101-41420-61225 08/27/2020 0101-41420-62305 Check Sequence: 22 08/27/2020 0101-45000-61130 Check Sequence: 23 08/27/2020 5100-48100-61135 Check Sequence: 24 08/27/2020 0101-43300-61020 08/27/2020 0101-42200-61210 Check Sequence: 25 08/27/2020 0101-41230-61320 Check Sequence: 26 08/27/2020 6100-48800-61020 08/27/2020 0101-43300-61030 Check Sequence: 27 08/27/2020 0101-00000-21219 Check Sequence: 28 08/27/2020 0101-43300-61020 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/27/2020 - 2:55 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Vendor: LubrTech Lube -Tech 1670990 15W40 Bulk Oil 1,191.19 Check Total: Vendor: MRSign M -P, Sign Co., Inc. 209373 Galvanized Posts 08/27/2020 Check Total: Vendor: MacgEmer Macqueen Emergency Group P03931 Line Gauge W02365 Labor to Repair Unit #12-4825 W02365 Parts to Repair Unit #124825 985.43 Check Total: Vendor: MailSolu Mailing Solutions 33483 Deliver Newsletter to Post Office Check Total: Vendor: Menards Menards Inc 32797 Tools for Shop 625.00 Check Total: Vendor: MNEquipn Minnesota Equipment P28882 Socket Outlet for Unit #13-115 08/27/2020 Check Total: Vendor: MTIDist MTI Distributing Inc 1272501-00 Solenoid Valve Asm for Unit #16-580 1272522-00 Returned Solenoid Valve Asm 1272626-00 Fuel Pump for Unit #12-584 1272986-00 Community Center Expansion 1273468-00 Fuel Pump for Unit #12-584 1273666-00 Return Fuel Pump 1273667-00 RH Lift Cylinder Asm for Unit #16-580 1273855-00 V -Belts 1273926-00 Spider 1274135-00 Hyd Motor Asm for Unit #11-582 AP -Computer Check Proof List by Vendor (08/27/2020 - 2:55 PM) ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 7 Check Sequence: 29 1,191.19 08/27/2020 6100-48800-61115 1,191.19 08/27/2020 0101-41210-61405 255.02 Check Sequence: 30 985.43 08/27/2020 0101-43300-61030 985.43 08/27/2020 6100-48800-61205 59.97 Check Sequence: 31 523.44 08/27/2020 0101-42200-61015 625.00 08/27/2020 6100-48800-63135 51.53 08/27/2020 6100-48800-61115 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 7 Check Sequence: 32 255.02 08/27/2020 0101-41210-61405 255.02 Check Sequence: 33 59.97 08/27/2020 6100-48800-61205 59.97 Check Sequence: 34 18.28 08/27/2020 6100-48800-61115 18.28 Check Sequence: 35 300.69 08/27/2020 6100-48800-61115 -297.84 08/27/2020 610048800-61115 167.80 08/27/2020 6100-48800-61115 378.75 08/27/2020 440349300-61020 167.80 08/27/2020 610048800-61115 -167.80 08/27/2020 610048800-61115 576.65 08/27/2020 6100-48800-61115 282.08 08/27/2020 610048800-61115 82.90 08/27/2020 610048800-61115 1,591.00 08/27/2020 610048800-61115 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP-Compolor Check Proof List by Vendor (08127/2020 - 2:55 PM) Page 8 Check Total: 3,082.03 Vendor: MunEmerg Municipal Emergency Services, Inc. Check Sequence: 36 ACH Enabled: False IN1484699 Title Tape, Lieutenant, ELK IT 16.93 08/27/2020 0101-42200-61005 IN1487734 H41 Interceptor Nano Flex Hood 8,088.18 08/27/2020 2510-46500-61020 Check Total: 8,105.11 Vendor: G1antzN N.Glantz & Sons LLC Check Sequence: 37 ACH Enabled: False 16560732-00 Heavy Duty Sign Stakes W/Kick Bar 99.00 08/27/2020 0101-43300-61030 Check Total: 99.00 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 38 ACH Enabled: False 3253-106791 Core Credit -40.00 08/27/2020 6100-48800-61115 3253-108027 Fuel/Wtr Sept 37.96 08/27/2020 6100-48800-61115 3253-108027 Treatments 14.37 08/27/2020 6100-48800-61020 3253-109611 Seal Beam 5.93 08/27/2020 6100-48800-61115 Check Total: 18.26 Vendor: OBDepot Office Depot Check Sequence: 39 ACH Enabled: False 112923394001 PW Office Depot Supplies 4.10 08/27/2020 0101-46000-61005 112923394001 PW Office Depot Supplies 20.52 08/27/2020 0101-45000-61005 112923394001 PW Office Depot Supplies 5.86 08/27/2020 0101-43200-61005 112923394001 PW Office Depot Supplies 8.79 08/27/2020 0101-43100-61005 112923394001 PW Office Depot Supplies 14.66 08/27/2020 5100-48100-61005 112923394001 PW Office Depot Supplies 28.14 08/27/2020 5200-48200-61005 Check Total: 82.07 Vendor: OPG3 OPG -3, Inc. Check Sequence: 40 ACH Enabled: False 4329 LaserFiche Maintenance Contract 5,426.00 08/27/2020 0101-41420-62305 Check Total: 5,426.00 Vendor: PrintCen Print Central Check Sequence: 41 ACH Enabled: False 137694 Business Cards 140.00 08/27/2020 6100-48800-63005 Check Total: 140.00 Vendor: PrintEm Printing Enterprises, Inc Check Sequence: 42 ACH Enabled: False 26560 Sept/Oct 2020 Andover Newsletter 1,580.00 08/27/2020 0101-41210-63030 AP-Compolor Check Proof List by Vendor (08127/2020 - 2:55 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/27/2020 - 2:55 PM) Page 9 Check Total: 1,580.00 Vendor: RolAuPH Rol Air Plumbing & Heating Check Sequence: 43 ACH Enabled: False 125350682 Never Received Contractors License 72.00 08/27/2020 0101-02300-52190 Check Total: 72.00 Vendor: RUFFRI Ruffridge- Johnson Equipment Company, Inc. Check Sequence: 44 ACH Enabled: False IA17641A Parts for Unit #07-191 264.67 08/27/2020 6100-48800-61115 Check Total: 264.67 Vendor: SiteOneL SiteOne Landscape Supply Check Sequence: 45 ACH Enabled: False 102205934-001 Blue Poly Pipe 197.10 08/27/2020 0101-45000-61020 102262857-001 Toro 57OZ Spray Bottles 87.75 08/27/2020 0101-45000-61020 CheckTotal: 284.85 Vendor: SLSERC Sl-Serco Check Sequence: 46 ACH Enabled: False 11076873C July 2020 Quarterly Site Visit 9,646.20 08/27/2020 5100-48100-63010 Check Total: 9,646.20 Vendor: SpackCon Spack Solutions, Inc Check Sequence: 47 ACH Enabled: False 7697 Pedestrian Crossing Criteria 1,150.00 08/27/2020 4140-49300-63005 - Check Total: 1,150.00 Vendor: SuperVis Superior Vision Insurance Check Sequence: 48 ACH Enabled: False 0000433723 September 2020 Premium 162.92 08/27/2020 0101-00000-21222 Check Total: 162.92 Vendor: SupSolut Supply Solutions LLC Check Sequence: 49 ACH Enabled: False 29220 Can Liners 8735 08/27/2020 010141930-61025 Cheek Total: 87.35 Vendor: Timesave Timesaver Check Sequence: 50 ACH Enabled: False M25617 City Council Meeting 441.60 08/27/2020 0101-01100-63005 Check Total: 441.60 Vendor: TotalCon Total Control Systems, Inc Check Sequence: 51 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/27/2020 - 2:55 PM) Page 9 Invoice No Description 9430 Parts to Repair Well #3 9430 Labor for Repairs on Well #3 3199279 Check Total: Vendor: TCFilter Twin City Filter Service, Inc. 0684317 -IN Filters 0684654 -IN Filters Check Total Total for Check Run: Total of Number of Checks: Amount Check Total: Vendor: V&Indus Viking Industrial Center 3199279 Labor for Repairs 3199295 Dust Mask Respirator Check Total: Vendor: WaterLog Waterlogic Americas LLC 151841 Water Cooler Rental @ FS#1 Check Total: Vendor: WSB WSB & Associates, Inc. R-014010-000-16 PW Veh Maint/Cold Storage/Site Wk R-014276-000-11 Shadowbrook North R-015803-000-4 Risk & Resilience Assess -Water R-016361-000-1 PW Fuel Island & Tank Removal Check Total Total for Check Run: Total of Number of Checks: Amount Payment Date Acct Number Reference 1,610.67 08/27/2020 510048100-61135 839.60 08/272020 5100-48100-63100 2,450.27 Check Sequence: 52 ACH Enabled: False 339.20 08/27/2020 6100-48800-61120 101.04 0827/2020 6100-48800-61120 440.24 Check Sequence: 53 ACH Enabled: False 108.60 08/27/2020 5200-48200-63100 90.67 08/27/2020 530048300-61005 199.27 Check Sequence: 54 ACH Enabled: False 117.00 0827/2020 0101-42200-62200 117.00 Check Sequence: 55 ACH Enabled: False 82.50 0827/2020 4303-49300-63005 287.00 08/27/2020 7200-00000-24203 1,722.00 08/27/2020 5100-48100-63005 162.75 08/27/2020 4160-49300-63005 2,254.25 197,124.81 55 AP -Computer Check Proof List by Vendor (08/27/2020 - 2:55 PK Page 10 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 08/28/2020 - 8:29AM Batch: 00401.09.2020 AWO-ft-* Invoice No Description Amount Payment Date Acct Number Reference Vendor: AnkCo02 Anoka Co Property Tax Div 2020 Mill & Overlay -Woodland Est I & 2 Payment #3 Check Sequence: 1 ACH Enabled: False 2020 2020 Assessment Contract 151,697.00 09/01/2020 0101-41410-63005 Check Total: Vendor: ArchkeyT Archkey Technologies Payout #2 Community Center Expansion Check Total: Vendor: Dalco Dalco 3652302 Conn Center Floor Scrubber WBrush Check Total: Vendor: MNDOH Minnesota Department of Health 1020034 2020 3rd Qtr Water Connection Fee Check Total Vendor: No Valley North Valley, lac, Payment #3 Check Total: Vendor: Astech Astech Payment #3 2020 Mill & Overlay - Martin Street Payment #3 2020 Mill & Overlay -Woodland Est I & 2 Payment #3 2020 Mill & Overlay - Jay Street Check Total: Vendor: Dalco Dalco 3652302 Conn Center Floor Scrubber WBrush Check Total: Vendor: MNDOH Minnesota Department of Health 1020034 2020 3rd Qtr Water Connection Fee Check Total Vendor: No Valley North Valley, lac, Payment #3 ASN Trail Connection Payment #3 Hills Bunker Lk W Pk Trail Rec Payment #3 Hills Bunker Lk W Pk Trail Rec Payment #3 Kelsey RLP Trail Expansion 151,697.00 Check Sequence: 2 32,135.65 09/01/2020 440349300-63010 32,135.65 Check Sequence: 3 8,084.56 09/01/2020 414149300-63010 26,293.21 09/0112020 414149300-63010 22,074.30 09/01/2020 414149300-63010 56,452.07 Check Sequence: 4 14,566.23 09/01/2020 440349300-63010 14,566.23 Check Sequence: 5 16,663.00 09/01/2020 510048100-63050 16,663.00 Check Sequence: 6 15,440.94 09/01/2020 417049300-63010 27,409.58 09/01/2020 418049300-63010 27,409.58 09/01/2020 010145000-63010 442.03 09/01/2020 415049300-63010 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Check Total: 70,702.13 AP -Computer Check Proof List by Vendor (08/28/2020 - 8:29 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: NoValley North Valley, Inc. Check Sequence: 7 Payment p4 2020 Street Reconstruction 186,686.63 09/01/2020 4140-49300-63010 Check Total: 186,686.63 Vendor: SirLines Sir Lines -A -Lot Check Sequence:8 Payment Nl 2020 Pavement Markings 32,670.00 09/01/2020 4140-49300-63010 Check Total: 32,670.00 Total for Check Run: 561,572.71 Total of Number of Checks: 8 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/28/2020 - 8:29 AM) Page 2 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrate` David D. Berkowitz, Director of Pd Engineer DO FROM: Jason Law, Assistant City Engineer V SUBJECT: Declare Cost/Order Assessment Roll/20-14, 2020 Mill & Overlay -Jay Street NW - Engineering DATE: September 1, 2020 INTRODUCTION The City Council is requested to declare costs and order preparation of the assessment roll for Project 20-14, 2020 Mill & Overlay -Jay Street NW. DISCUSSION During the summer of 2020 Jay Street from Station Parkway to Hanson Boulevard was milled and overlaid and repairs were made to water main gate valves. In accordance with the City's Roadway Reconstruction Assessment Policy, twenty-five percent (25%) of the total project costs associated with the street improvements are being assessed to the benefiting properties. The following table depicts the actual project costs and funding sources associated with each project. Actual Costs Jay Street (C.P. 20-14) Jay Street (C.P. 20-14) Totals North of Bunker Lake South of Bunker Lake Blvd Blvd Construction Costs $190,364.65 $201,721.67 $392,086.32 Total Project Costs $221,596.91 $234,817.23 $456,414.14 City Costs - Trunk Water Fund $0 $60,138.36 $60,138.36 City Costs - Municipal State Aid Funds $166,197.68 $131,009.15 $297,206.83 Assessable Costs $55,399.23 $43,669.72 $99,068.95 Assessable Front Footage (ft) 2,417.88 2,385.29 Feasibility Assess. / Front Foot $15.38 $21.09 Actual Assessment / Front Foot $11.25 $18.06 After declaring costs, the assessment roll will be prepared and presented to the City Council for approval and a public hearing date will be set. BUDGETIMPACT The project will be funded by a combination of Municipal State Aid Funds, the City's Trunk Water Fund, and twenty-five percent (25%) of the total project costs for the street improvements will be assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy. ACTION REQUIRED The City Council is requested to approve the resolution declaring costs and directing the preparation of the assessment roll for Project 20-14, 2020 Mill & Overlay -Jay Street NW. Respectfully submitted, &7,3, 0�� Jason J. Law, P.E. Attachments: Resolution Final Assessment Worksheet & Location Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING COSTS AND DIRECTING PREPARATION OF THE ASSESSMENT ROLL FOR THE IMPROVEMENT OF PROJECT NO. 20-14,2020 MILL & OVERLAY -JAY STREET NW THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES: WHEREAS, the final construction costs for the improvement amount to $392.086.32, the expenses incurred or to be incurred in the making of such improvement amount to $64.327.82 so that the total project costs of the improvement are $456.414.14 . 1. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover, MN: The portion of the cost of such improvement to be paid by the City is hereby declared to be $357.345.19 , and the amount to be assessed against benefited property owners is declared to be 99 068.95 . 2. Assessments shall be payable in equal annual installments extending over a period of 8 years. The first of the installments to be payable on or before the 1st Monday in January 2021, and shall bear interest at the rate of 4.5 percent per annum from the date of the adoption of the assessment resolution. 3. The City Clerk, with the assistance of the City Engineer shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and she shall file a copy of such proposed assessment in her office for public inspection. 4. The Clerk shall, upon the completion of such proposed assessment, notify the Council thereof. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 1St day of September , 2020, with Councilmembers favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Julie Trude - Mayor Michelle Hartner— Deputy City Clerk voting in FINAL ANDOVER ASSESSMENT WORKSHEET Project Name: 2020 Mill & Overlay - Jay Street NW Construction Street Related Costs $ 190,364.65 Project No.: C.P. 20-14 S.A.P. 198.118-005 31,232.26 Street Related Total Project Costs Feasibility Report Date: 12/17/19 Assessable Costs (25%) Const. Amount: $504,970.00 55,399.23 Contract Award Date: 4/7/20 166,197.68 Amount: $404,125.90 $ Actual Construction Cost Final Assessment Rate Per Linear Front Foot $ Amount: $392,086.32 Final Expenses Engineering (Includes Design, Surveying, Inspection, etc.): $ 34,254.18 Consulting Costs $ - Aerial Mapping (1%of street) $ - Drainage Plan (0.3% of street/storm) $ - Administration (3%) $ 11,762.59 Assessing (1%) $ 3,920.86 Bonding (0.5%) $ - Recording Fees / Legal & Easement $ - Advertising $ 309.38 Permit and Review Fees $ 1,007.18 Street Signs (Materials and Labor) $ - Material Testing $ 4,340.65 Easement Acquisition $ - Construction Interest $ 4,877.18 City Costs $ 31855.80 Total Expenses $ 64,327.82 Expenses Multiplier 16.406545% Total Final Project Cost Amount: $ 456,414.14 20-14 Final Assessments - North of Bunker Lake Blvd Construction Street Related Costs $ 190,364.65 Street Related Indirect Costs $ 31,232.26 Street Related Total Project Costs $ 221,596.91 Assessable Costs (25%) $ 55,399.23 City Costs (75%) $ 166,197.68 Feasibility Assessment Rate Per Linear Front Foot $ 75,710.00 / 4923.52 FF = $ 15.38 Final Assessment Rate Per Linear Front Foot $ 55,399.23 14923.52 FF = $ 11.25196 20-14 Final Assessments - South of Baker Lake Blvd Construction Street Related Costs $ 150,059.32 Street Related Indirect Costs $ 24,619.55 Street Related Total Project Costs $ 174,678.87 Assessable Costs (25%) $ 43,669.72 City Costs (75%) $ 131,009.15 Feasibility Assessment Rate Per Linear Front Foot $ 51,000.00 / 2417.88 FF = $ 21.09 Final Assessment Rate Per Linear Front Foot $ 43,669.72 / 2417.88 FF = $ 18.06116 Final Assessable Costs $ 99,068.95 Final City Costs - Road and Bridge Fund $ 297,206.83 Final City Costs -Trunk Water & Sewer Funds $ 60,138.36 Total Project Costs $ 456,414.14 2020 Mill & Overlays - Jay Street NW City Project: 20-14 (SAP 198-118-005) FINAL QUANTITIES PARTICIPATING 198-118-008 I PARTICIPATING 198-118-005 1 NON -PARTICIPATING Jay Street NW Mill and Overlay C.P. 20-14(SAP198-118-0051 Total Protect TOTAL PROJECT QUANTITIES -NORTH OF BLB TOTAL PROJECT QUANTITIES - SOUTH OF BLB TOTAL PROJECT QUANTITIES - CITY COSTS NOTES ITEM NO. DESCRIPTION UNIT UNIT PRICE EST. QUAN. TOTAL QUAN.. TOTAL AMOUNT EST. QUAN. ACT. QUAN. AMOUNT EST. QUAN. ACT. .QUAN. AMOUNT_ EST. ..Q -�AUAK. ACT. ..AMMW t 2021501 MooiLiabon LS $45000.00 1.0 10 $4500000 049 049 $22,050.W 0.37 038 $17100.00 0.14 0.13 $5850.00 2104.502 Remove CastingSan' EA $275,00 10 10 $275000 0 BOB $0.00 0 000 $0.00 f0 10.00 $275000 3 2104.503 Remove Curb$ Gutter LF $8.00 M 194 $1552.00 110 110.00 $880.00 W 50.W $400.00 40 34.00 $272.00 _ _ 4 2104.503 Sa vin Concrete Pavement Full Depth) LF $4.00 425 378 $1 512 00 235 225.00 $900.00 170 145.00 $580.00 20 600 $32.00 5 2104.503 SwaimBit Pavement Full Depth)LF $3.00 BOB 880 $2640.00 30 40.00 $12000 B 15.00 $45.00 570 825.00 $2475.00 1 6 2104.518 Remove Coovele Pavement SF $3.00 2405 2638 $7914.00 820 950.00 $2850.00 1535 1588.00 $476400 50 100.00 $300.00 1 7 2104.518 Remove Bnmmnous Pavement SF $2.75 1670 1739 $4782.25 110 115.00 3316.25 210 225.00 $618.75 1350 1399.00 847.25 8 2211.509 Aggregate Base Classy TN $3740 100.00 WOO $374.00 5 5.00 $187.00 10 5.00 $18700 85 000 $0.00 2 9 2232.504 Mill Bituminous Surface 1.5" SY $1.21 13.990 13,580 $18431,80 13.990 13580.00 $1643180 0 BOB $B.OB 0 0.00 $0.00 2 10 2232.504 Mill Bituminous Sunaoe 2" BY $1.43 7670 7,399 $10580.57 0 0.00 $0.00 7670 7399.00 310580.57 0 0.00 $0.00 11 2357.506 Bituminous Matenal For Tack Coat Gal 52.50 1,520 1,500 $3750.00 980 970.00 $242500 540 530.00 $1325.00 0 0.00 $0.3; 12 2360.509 Typ,, SP 9.5 Vikamm Course Mu Pat TN $67.10 2580.00 2617.48 $175632.91 1520 154000 $103334.00 1060 1077.48 $72298.91 01 0.00 $0.00 13 2360.509 Type SP 12.5 B8 Mature for Pat 3B TN $121.00 29.00 37.40 $452540 2 600 $72600 2 7.00 $847.00 251 24.40 $295240 9 14 2504.602 Expose Valve Box -Ex lora) Ext'avali0ns EA $3080.00 3 3 $9240.00 0 000 So.00 0 0.00 50.00 31 3.00 $9240.00 3 15 2504.602 Ex se Valve eox EA $880.00 10 1.5 $1,320 0 0.00 $0.00 0 0.00 $0,00 10 1.50 $1,320,00 4 16 2504.602 Replace Gate Valve Bonnet Bolls EA $385.00 13 0.5 $192.50 0 0.00 WOO 0 0 00 $0.00 13 0.50 $192.50 5 17 2504.602 Gate Valve Box EA $880.00 5 3 52640.00 0 0.00 $0.00 0 0.00 FOOD 5 3,001 $2600.00 5 18 2504.602 Gale Valve Adaptor EA 3330.00 13 4 31320.00 0 0.00 50.00 0 000 $0.00 13 41001 $1320.00 6 19 2508.502 Cashrin Assembly - Sanitary EA $1540.00 10 10 $1540D.00 0 0.00 $000 0 0.00 $000 10 10.00 $15400.00 20 2521.518 4" Comele Walk SF $9.24 2001 365 $3.372.60. 50 125.00 $1.155,00 150 240.00 $2.21760 0 $0.00 7 21 2521.518 4" Concrete Walk - Special SF $15.73 400 620 $9,752, 10 20.00 5314.60 340 55080 M,8()8 50 40.00 $629.20 8 22 2521.618 B'Comele Welk - S ial SF $20.79 1175 1,243 $25841.97 760 765.00 $15904.35 415 478.00 $993762 0 soW 23 2531.503 Comate Curb and GuBer 8612 LF $33.22 15 28 $930.16 0 0.00 $0.00 5 10.00 533220 10 18.00 97 96 24 2531503 Gamete Curo and Gutter 8618 LF $36.52 185 153 (5587 56 110 100.00 $3652.00 45 40.00 $1,460 30 1300 $47476 25 2531.504 B'Cenaele Drivovm Pavement BY $117.70 70 55.09 56484.09 0 BOO $0.00 70 5509 $6484.09 0 000 W 26 2531.618 Truncated Domes SF $53.90 258 210 $11,319, 172 148.00 $] 97].20 86 62.00 $3,341 80 0 0.00 50.00 27 2563601 Trak Control LS $3586.00 1.0 1.0 33586.00 0.49 049 $1]57.14 0.37 038 $1352.68 0.14 0.13 $466.18 28 2573.502 Storm Drain Inlet Pmlacim EA $165.00 16 16 $2640.OD 8 8.00 $1320.00 8 800 $1320.00 0 000 $0.00 29 2574.507 Loam Topsoil Borrow L CY $4180 25 19.5 5815.10 5 5.00 $209.00 13 10.00 $418.00 7 4.50 $188.10 30 2575.504 Sodding T Lain BY $1430 180 16D 52288.00 30 30.00 $429.OD 90 80.00 $1144.00 60 5000 $71500 31 2582.503 4" Solid Line Paint LF $0.22 6.700 5.541 $1219.02 3,590 3095.00 $680.90 3110 2446.00 $53812 0 0.00 $0.00 32 2582.503 4" Broken Lina Paint LF $0.22 380 490 $107.80 0 0.00 $0.00 380 490.00 $107.80 0 0.00 $0.00 33 2582.503 4" Double Solid Lim Paint - Yelknv LF $0.38 2920 2,950 $1124.80 2,920 2950.00 $1124.80 0 000 $0.00 0 0.00 $0.00 34 2582503 IW Solid! Line Pakn-Vv914e LF 50.83 175 166 $13778 85 80.00 $66.40 90 8600 $71.38 0 0.00 $000 35 2582.503 24" Solid Line PaM- Yelkra LF $220 620 575 $1265.00 620 575.00 $1265.00 0 000 50.00 0 0.00 $0.00 W 2582.518 Pavement Messa Paint SF $4.95 860 615 $3044.25 486 350.00 51732.50 374 265.00 $1311.75 0 0.00 $000 MN/DOT Pavingincentive $5,013.16 $ 2,556.71 $ 2,456.45 Jay Stmt Mill & OverlayTotal.- $392,086.32 $190,364.65 $150,059.32 $51,662.36 Capital Improvement Plan Project Name: STATE AID ROUTES OVERLAY JAY STREET (HANSON BLVD TO BUNKER LAKE BLVD) (2020) L E G E N D Project Location fl Proposed Assessed 4� Parcels Park Water Right of Way City Limits Doa tPath HI%GismWEngineednWmjed$\CIP_z020mxd N W E S 0 300 600 900 Feet Location Map 1 . ,:;�.�3 ,NDOVE it WE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNE TA 553 2 7 - FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administr David D. Berkowitz, Director o u orks/City Engineer FROM: Jason Law, Assistant City Enginee SUBJECT: Declare Cost/Order Assessment Roll/20-15, 2020 Mill & Overlay -Martin Street NW - Engineering DATE: September 1, 2020 INTRODUCTION The City Council is requested to declare costs and order preparation of the assessment roll for Project 20-15, 2020 Mill & Overlay -Martin Street NW. DISCUSSION During the summer of 2020 Martin Street from Station Parkway to Bunker Lake Boulevard was milled and overlaid and repairs were made to water main gate valves. In accordance with the City's Roadway Reconstruction Assessment Policy, twenty-five percent (25%) of the total project costs associated with the street improvements are being assessed to the benefiting properties. The following table depicts the actual project costs and funding sources associated with the project. Actual Costs Martin Street C.P. 20-15 Construction Costs $161,691.26 Total Project Costs $196,909.26 City Costs - Trunk Water Fund $21,930.80 City Costs - Road & Bride Fund $131,233.84 Assessable Costs $43,744.62 Assessable Front Foota e ft 2,385.29 Feasibili Assess. / Front Foot $20.65 Actual Assessment / Front Foot $18.34 After declaring costs, the assessment rolls will be prepared and presented to the City Council for approval and a public hearing date will be set. BUDGETIMPACT The projects will be funded by a combination of the City's Road & Bridge Fund, the City's Trunk Water Fund, and twenty-five percent (25%) of the total project costs for the street improvements will be assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy. ACTION REQUIRED The City Council is requested to approve the resolution declaring costs and directing the preparation of the assessment roll for Project 20-15, 2020 Mill & Overlay -Martin Street NW. R ectfull submitted, Jason J. Law, P.E. Attachments: Resolution,F nt al Assessment Worksheets & Location Maps✓ CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING COSTS AND DIRECTING PREPARATION OF THE ASSESSMENT ROLL FOR THE IMPROVEMENT OF PROJECT NO. 20-15,2020 MILL & OVERLAY -MARTIN STREET NW. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES: WHEREAS, the final construction costs for the improvement of Project 20-15 amount to $161,691.26 , the expenses incurred or to be incurred in the making of such improvement amount to $35,218.00 so that the total project costs of the improvement are $196,909.26. 1. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover, MN: The portion of the cost of such improvement to be paid by the City is hereby declared to be $153,164.64 , and the amount to be assessed against benefited property owners is declared to be $43,744.62 . 2. Assessments shall be payable in equal annual installments extending over a period of 8 years. The first of the installments to be payable on or before the 1 st Monday in January 2021, and shall bear interest at the rate of 4.5 percent per annum from the date of the adoption of the assessment resolution. 3. The City Clerk, with the assistance of the City Engineer shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and she shall file a copy of such proposed assessment in her office for public inspection. 4. The Clerk shall, upon the completion of such proposed assessment, notify the Council thereof. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 1 st day of September , 2020, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Julie Trude - Mayor Michelle Hartner— Deputy City Clerk FINAL ANDOVER ASSESSMENT WORKSHEET Project Name: 2020 Mill & Overlay - Martin Street NW Project No.: C.P. 20-15 Feasibility Report Date: 12/17/19 Const. Amount: $191,780.00 Contract Award Date: 4/7/20 Amount: $170,334.54 Actual Construction Cost Amount: $161,691.26 Final Expenses Engineering (Includes Design, Surveying, Inspection, etc.): $ 21,072.72 Consulting Costs $ - Aerial Mapping (1% of street) $ Drainage Plan (0.3% of streettstorm) $ - Administration (3%) $ 4,850.74 Assessing (1%) $ 1,616.91 Bonding (0.5%) $ - Recording Fees / Legal & Easement $ - Advertising $ 309.38 Permit and Review Fees $ 75.00 Street Signs (Materials and Labor) $ - Material Testing $ 1,394.25 Easement Acquisition $ - Construction Interest $ 2,199.00 City Costs $ 3,700.00 Total Expenses $ 35,218.00 Expenses Multiplier 21.78102% Total Final Project Cost Amount: S 196,909.26 20-15 Estimated Assessments Construction Street Related Costs $ 143,682.87 Street Related Indirect Costs $ 31,295.59 Street Related Total Project Costs $ 174,978.46 Assessable Costs (25%) $ 43,744.62 City Costs (75%) $ 131,233.84 Feasibility Assessment Rate Per Linear Front Foot $ 49,250.00 / 2385.29 FF = Final Assessment Rate Per Linear Front Foot $ 43,744.62 / 2385.29 FF = Assessable Costs $ 43,744.62 City Costs - Road and Bridge Fund $ 131,233.84 City Costs - Trunk Water & Sewer Funds $ 21,930.80 Project Costs $ 196,909.26 20.65 18.33933 2020 Mill & Overlays - Martin Street NW City Projects: 20-15 FINAL QUANTITIES Martin Street NW Mill and Overlay C.P. 20-15 Total Project PROJECT QUANTITIES - STREETS PROJECT QUANTITIES - UTILITIES NOTES ITEM NO. DESCRIPTION UNIT UNIT PRICE EST. QUAN. TOTAL QUAN. TOTAL AMOUNT EST. QUAN. ACT. QUAN. AMOUNT EST. QUANJ iI. ACT. , AN. AMOUNT 1 2021.501 Mobflh a.ion LS $20,00000 1.0 10 $20,000.00 0.86 089 $17800.00 0.14 Oil $2200.00 2 2104.502 Salvage Castro (Storm) EA $275.00 1 0 $0.00 0 0.00 $0.00 1 0.00 $0.00 3 2104.503 Remove Curb d Gutter LF $10.00 136 137 $1,370.00 126 127.00 $1,270.00 10 10.00 $100.00 4 2104.503 Sawing Concrete Pavement Full Depth) LF $4.00 415 350 $1,400.00 415 350.00 $1 000.00 0 0.00 $0.00 5 2104.503 Sawing Bit Pavement Full Depth) LF $3.00 170 430 $1,290.OD 10 10.00 $30.00 160 420.00 $1,260.00 1 6 2104.518 Remove Concrete Pavement SF $3.00 1.455 1,590 $4,770.00 1 1,455 1590.00 $4.770.00 0 0.00 $0.00 1 7 2104.518 Remove Bituminous Pavement SF $2.75 450 770 $2,117.50 50 75.00 $206.25 400 695.00 $1,911.25 8 2211.509 Aggregate Base Class 5 TN $37.40 26.00 4.00 $149.60 5 2.00 $74.80 21 2.00 $74.80 2 9 2232.504 MITI Bituminous Surface (2") BY $1.43 6,600 6,716 $9,603.88 6,600 6716.00 $9,603.88 0 0.D0 $0.00 10 2357.506 lBitummous Material For Tack Coat Gel $2.50 470 675 $1,687.50 470 675.00 $1,687.50 0 0.00 $0.00 11 2360.509 Type SP 9.5 Wearing Course Mix 3,8 TN $67.10 890.00 891.77 $59,837.77 890 891.77 $59,837.77 0 0.00 $0.00 12 2360.509 Type SP 12.5 BB Mature for Patching 3,B) TN $121.00 1200 15.99 $1,934.79 10 9.00 $1,089.00 7 6.99 $845.79 9 13 2504.602 Expose Valve Box - Ex brat Excavations EA $3,080.00 3 3 $9,240.00 0 0.00 $0.00 3 3.00 $9,240.00 3 14 2504.602 Ex se Valve Box FA $880.00 3 0 $0.00 0 0.00 $0.00 3 0.00 $0.00 4 15 2504.602 Replace, Gate Valve Bonnet Bolts EA $385.00 6 0 $0.00 0 0.00 $0.00 6 0.00 $0.00 5 16 2504.602 Gate Valve Box FA $880.00 3 0.5 $440.00 0 0.00 $0.00 3 0.50 $440A0 5 17 2504.602 Gale Valve Adaptor EA $330,00 6 3 $99000 0 0.00 $0.00 6 3.00 $990.00 6 18 2506.502 Install Casting -Storm EA $1,430.00 1 0 $0.00 0 0.00 $0.00 1 0.001 $0.00 19 2521.518 4" Concrete Walk SF $9.24 175 164 $1,515.36 175 164.00 $1,515.36 0 0,001 50.00 7 20 2521.518 4' Concrete Walk - S ial SF $15.73 500 477 $7,503.21 500 477.00 $7,503.21 0 0.001 $0.00 8 21 2521.618 6" Concrete Walk - S 'al SF $20.79 680 611 $12.702.69 680 611.00 $12,702.69 0 000 $0.00 22 2531.503 Concrete Curb and Gutter 8612 LF $33.22 30 44 $1,461.68 30 44.00 $1,461.68 0 0.00 $0.00 23 2531.503 Concrete Cum and Gutter B624 LF $47.19 106 90 $4,247.10 96 85.00 $4,011.15 10 5.00 $235.95 24 2531.604 8" Concrete Driveway, Pavement BY $117.70 7 31 $3,648.70 7 31.00 $3,648.70 0 0.00 $0.00 25 2531.618 Truncated Domes SF $53.90 164 148 $7,977.20 164 148.00 $7,977.20 0 $0.00 26 2563.601 Traffic Control LS $1,540.00 1.0 1.0 $1,540.00 0.86 0.89 $1,370.60 0.14 9.40 27 2573.502 Storm Drain Inlet Protection EA $165.00 7 7 $1,155.00 7 7.00 $1,155.00 0 $O.OD 28 2574.507 Loam Topsoil Borrow L CY $41.80 18 8.4 $351.12 11 6.40 $267.52 7 3.60 29 2575.504 SoddingT Lawn BY $14.30 120 107 $1,530.10 70 75.00 $1,072.50 50 7.6030 2582.503 4"Solid Line Paint LF $0.22 4,770 4,833 $1,063.26 4,770 4833.00 $1,063.26 0 0.0031 2582.503 4" Double Solid Line Paint - Yellow LF $0.38 125 121 $45.98 125 121.00 $45.98 0 J32�OO$457.60 0.0032 2582.503 18" Solid Line Paint - White LF $0.83 60 41 $34.03 50 41.00 $34.03 0 0.0033 2582.518 Pavement Message Paint SF $4.95 352 240 $1,188.00 352 240.00 $1,188.000 0.00MN/OOT Paving incentive $896.79 $896.79Martin Street Mill d Overlay Total. $161,691.26 $143,682.67 8.39 ID�VER Capital Improvement Plan (2020) Project Name: STREET OVERLAY MARTIN STREET T37TFI-LN yI � Q, r/1 BUNKER LAKE BLVD SERVICE-RD ,9r�G I— Cn Q F 0 U) 0 Z 9�TRIDGE-C� STATION PKWY 135TH_AVE SS LN Q rn 135TH z O�gFt Location Map L E G E N D N Project Location Proposed Assessed w E Parcels Park s Water Right of Way City Limits o 150 300 450 Dow lPalk H:KaiaC mEminee,i wm*a \CIP_2=..x Feet EXHIBIT 1 C I T Y O F A�c � NDovE 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-J923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administra��\\\\r David D. Berkowitz, Director of lic ks/City Engineer, -L6 FROM: Jason Law, Assistant City Engineer V SUBJECT: Declare Cost/Order Assessment Roll/20-16, 2020 Mill & Overlay -Woodland Estates I` & 2"d Additions - Engineering DATE: September 1, 2020 INTRODUCTION The City Council is requested to declare costs and order preparation of the assessment roll for Project 20-16, 2020 Mill & Overlay -Woodland Estates I" & 211 Additions. DISCUSSION During the summer of 2020, the streets in these neighborhoods were milled and overlaid and repairs were made to water main gate valves. In accordance with the City's Roadway Reconstruction Assessment Policy, twenty-five percent (25%) of the total project costs associated with the street improvements are being assessed to the benefiting properties. The following table depicts the actual project costs and funding sources associated with each project. Actual Costs Woodland Estates 1 st & 2nd Add. C.P. 20-16 Construction Costs $525,864.01 Total Project Costs $580,700.17 City Costs - Trunk Water Fund $97,378.99 Ci Costs - Road & Bridge Fund $362,490.88 Assessable Costs $120,830.30 Assessable Units 247 Feasibility Assessment / Unit $720.00 Actual Assessment / Unit $489.19 After declaring costs, the assessment roll will be prepared and presented to the City Council for approval and a public hearing date will be set. BUDGETIMPACT The projects will be funded by a combination of the City's Road & Bridge Fund, the City's Trunk Water Fund (water main gate valve repairs), and twenty-five percent (25%) of the total project costs for the street improvements will be assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy. ACTION REQUIRED The City Council is requested to approve the resolution declaring costs and directing the preparation of the assessment roll for Project 20-16, 2020 Mill & Overlay -Woodland Estates I` & 2"d Additions. Respectful submitted, Jason J. Law, P.E. ./ .i / Attachments: Resolution, Final Assessment Worksheet & Location Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING COSTS AND DIRECTING PREPARATION OF THE ASSESSMENT ROLL FOR THE IMPROVEMENT OF PROJECT NO. 20-16,2020 MILL & OVERLAY -WOODLAND ESTATES 1sT & 2"D ADDITIONS THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES: WHEREAS, the final construction costs for the improvement of Project 20-16 amount to $525,864.01 , the expenses incurred or to be incurred in the making of such improvement amount to $54,836.16 so that the total project costs of the improvement are $580.700.17 . 1. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover, MN: The portion of the cost of such improvement to be paid by the City is hereby declared to be $459.869.87 , and the amount to be assessed against benefited property owners is declared to be $120,830.30 . 2. Assessments shall be payable in equal annual installments extending over a period of 5 years. The first of the installments to be payable on or before the 1 st Monday in January 2021, and shall bear interest at the rate of 4.5 percent per annum from the date of the adoption of the assessment resolution. 3. The City Clerk, with the assistance of the City Engineer shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and she shall file a copy of such proposed assessment in her office for public inspection. 4. The Clerk shall, upon the completion of such proposed assessment, notify the Council thereof. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 15t day of September , 2020, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Julie Trude - Mayor Michelle Hartner — Deputy City Clerk Project Name: Project No. : Feasibility Report Contract Award Actual Construction Cost FINAL ANDOVER ASSESSMENT WORKSHEET 2020 Mill & Overlay - Woodland Estates 1st and 2nd Additions C.P. 20-16 Date: 12/17/19 Date: 4/7/20 Final Expenses Engineering (Includes Design, Surveying, Inspection, etc.): Consulting Costs Aerial Mapping (1% of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Bonding (0.5%) Recording Fees / Legal & Easement Advertising Permit and Review Fees Street Signs (Materials and Labor) Material Testing Easement Acquisition Construction Interest City Costs Total Expenses Expenses Multiplier Total Final Project Cost Amount: $ Const. Amount: $870,470.00 Amount: $668,643.30 Amount: $525,864.01 22,483.12 15,775.92 5,258.64 286.87 3,599.50 3,923.37 3,508.74 54,836.16 10.427821% 580,700.17 20-16 Estimated Assessments Construction Street Related Costs $ 437,680.63 Street Related Indirect Costs $ 4F,640.55 Street Related Total Project Costs $ 483,321.18 Assessable Costs (25%) $ 120,830.30 City Costs (75%) $ 362,490.88 Feasibility Assessment Rate Per Unit $ 177,680.00 / 247 Units= $ 720.00 Actual Assessment Rate Per Unit $ 120,830.30 / 247 Units= $ 489.19 Final Assessable Costs $ 120,830.30 Final City Costs - Road and Bridge Fund $ 362,490.88 Final City Costs -Trunk Water & Sewer Funds $ 97,378.99 Total Project Costs $ 580,700.17 2020 Mill & Overlays - Woodland Estates 1st and 2nd Additions City Projects: 20-16 $526,864.01 0.832 0.168 C.P. 20-16 Notes: 1. Regardless of depth. 2. Removal of existing crack fill material from cum / pavement edge is incidental to this item prior to paving. Mill off entire wearing course. 3. Includes excavate, salvage/replace/compact material (granular) to expose gate valve box. Quantity subject to determined bolt type on Exploratory Excavators. 4. Includes changing all existing bolts on the bonnet d not stainless steel with stainless steel bobs. Quantity subject to determined bolt type on Exploratory Excavations. 5. Use 8 existing valve box is broken or not salvageable (includes removal of existing valve box) or a there is no existing gate valve adaptor. Quantity subject to determined bolt type on Exploratory Excavations. 6. Item includes new concrete adjusting rings, wrap rings with geotexlile fabric. concrete collar. 7. For pedestrian curb ramps - no color or stamp pattern. 8. Includes excavate, salvage/replace/compact material (granular) to expose gate valve box. Complete work on 4 valves (151st Lane Stations 18+50 8 20+25, 150th Ave Stations 9+00 d 9+40). This item will determine if remaining valves are exposed. Woodland Estates 1st and 2nd Additions Mill and Overlay C.P. 20-16 Total Project TOTAL ESTIMATED PROJECT QUANTITIES - STREETS TOTAL ESTIMATED PROJECT QUANTITIES - CITY COSTS NOTES ITEM NO. 'I DESCRIPTION UNIT UNIT PRICE EST. QUAN. TOTAL QUAN. TOTAL AMOUNT EST. QUAN. ACT. QUAN. AMOUNT EST. QUAN. ACT. QUAN. AMOUNT 1 2021.501 Mobilization LS $20,000.00 1.0 1.0 $20.000.00 071 0.83 $16,600.00 0.29 0.17 $3,400.00 2 2104.502 Salvage Casting Storm EA $275.00 1 2 $550.00 0 0 $0.00 1 2 $550.00 3 2104.503 Remove Curb d Gutter LF $8.80 700 211 $1,856.80 350 201 $1,768.80 350 10 $88.00 4 2104.503 Sawing Bit Pavement (Full De th) LF $3.25 2,030 3,633 $11,807.25 30 3513 $11,417.25 2,000 120 $390.00 1 5 2104.518 Remove Bituminous Pavement SF $3.00 5,530 6,921 $20,763.00 430 6621 $19,863.00 5,100 300 $900.00 6 2211.509 Aggregate Base Class 5 TN $3740 161.00 6.06 $226.64 11 4.06 $151.84 150 2 $74.80 2 7 2232.504 Mill Bituminous Surface (1") SY $1 25 52,800 52,800 $66,000.00 52,800 52800 $66,000.00 0 0 $0.00 8 2357.506 1 Bituminous Material For Tack Coat Gal $2.50 3.7001 3,625 $9.062.501 3,700 36251 $9,062.50 01 0 $0.00 9 2360.509 IType SP 9.5 Wearing Course Ma (3,B) TN $69.80 4,760.00 3,978.37 $277,690.23 4,760 3978.37 $277,69D.23 0 0 $0.00 10 2360.509 Type SP 12.5 Bit Mixture for Patching (3,8) TN $121.00 62.00 127.70 $15,451.70 5 122.7 $14,846.70 57 5 $605.00 8 11 2504.602 Expose Valve Box - Exploratory Excavations EA $3,080.00 4 4 $12,320.00 0 0 $0.00 4 4 $1232000 3 12 2504.602 Expose Valve Box EA $1,100.00 68 24 $26,400.00 0 0 $0.00 68 24 $26,400.00 4 13 2504.602 Replace Gate Valve Bonnet Bolts EA $385.00 72 22 $8,470.00 0 0 $0.00 72 22 $8,47000 5 14 2504.602 Gate Valve Box EA $880.00 15 24 $21,120.00 0 0 $0.00 15 24 521,120.00 5 15 2504.602 Gate Valve Adaptor EA $385.00 72 26 $10,010.00 0 0 $0.00 72 26 $10,010.00 6 1 16 2506.502 Install Casting - Storm EA $1,540.00 1 2 $3.080.00 0 0 $0.00 1 2 $3,080.00 7 17 2521.618 S' Concrete Walk - S ial SF $20.79 80 110 $2,286.90 00 110 $2,286.90 0 0 $D.00 18 2531.503 Concrete Curb and Gutter Surmountable LF $33.00 700 211 $6,963.00 350 201 $6,633.00 350 10 $330.00 19 2531.618 Truncated Domes SF $55.00 36 40 $2,200.00 36 40 $2.200.00 0 0 $0.00 20 2563.601 Traffic Control LS $1,474.00 1.0 1.0 $1,474.00 0.71 0.83 $1,223.42 0.29 0.17 $250.58 21 2573.502 Storm Drain Inlet Protection EA $165.00 1 2 $330.00 1 2 $330.00 0 0 $000 22 2574.507 Loam Topsoll Borrow L CY $41.80 69 0 $0.00 19 0 $0.00 50 0 $000 23 2575.504 Sodding Type Lawn SY $13.00 510 76 $988.00 170 61 $793.00 340 15 $195.00 24 2582.503 4" Solid Line Paint LF $0.22 155 155 $34.10 155 155 $34.10 0 $0.00 25 2582.503 4" Double Solid Line Paint - Yellow LF $0.38 360 360 $136.80 360 360 $136.80 0 $0.00 26 2582.503 18" Solid Line Paint - White LF $0.83 70 70 $58.10 70 70 $58.10 0 1 0.00 27 2582.518 Pavement Message Paint SF $4.95 520 520 $2,574.00 520 520 $2,574,001 0 1 $0.00 MWDOT Paving incentive $4,010.99 $4,010.99 Woodland Estates IV d 2nd Add. Mill d Overlay Total: $526,864.01 $437,680.631 $88,181.38 $526,864.01 0.832 0.168 C.P. 20-16 Notes: 1. Regardless of depth. 2. Removal of existing crack fill material from cum / pavement edge is incidental to this item prior to paving. Mill off entire wearing course. 3. Includes excavate, salvage/replace/compact material (granular) to expose gate valve box. Quantity subject to determined bolt type on Exploratory Excavators. 4. Includes changing all existing bolts on the bonnet d not stainless steel with stainless steel bobs. Quantity subject to determined bolt type on Exploratory Excavations. 5. Use 8 existing valve box is broken or not salvageable (includes removal of existing valve box) or a there is no existing gate valve adaptor. Quantity subject to determined bolt type on Exploratory Excavations. 6. Item includes new concrete adjusting rings, wrap rings with geotexlile fabric. concrete collar. 7. For pedestrian curb ramps - no color or stamp pattern. 8. Includes excavate, salvage/replace/compact material (granular) to expose gate valve box. Complete work on 4 valves (151st Lane Stations 18+50 8 20+25, 150th Ave Stations 9+00 d 9+40). This item will determine if remaining valves are exposed. 11Capital Improvement' (20 20) Name: STREET OVERLAY WOODLANDProject 2ND ADDITIONS r■■■■■■■■■ ��■■■■■■■■■■ I�She ■ ■� ���-•... ■.. 1 � 43 Project Location Proposed Assessed Parcels Within Project ' 1 Water.. _ ,. Right of City Limits .. —fy__ i a`�� C IT Y OF FJWN V V MAN= 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrator David Berkowitz, Director of Pu ks/City Engineer FROM: Jason Law, Assistant City Engineer SUBJECT: Award Bid/20-17/Public Works Pavement Reconstruction —Engineering DATE: September 1, 2020 INTRODUCTION The City Council is requested to accept bids and award Project 20-17, Public Works Pavement Reconstruction. DISCUSSION Identified in the City of Andover 2020 Capital Improvement Plan (CIP) is reconstruction of the pavement for the Public Works access road between the Public Works building and the Water Treatment Plant and reconstruction of the pavement areas south and east of the Public Works garage. This project also includes construction of a frontage drive allowing better vehicular circulation without going onto Crosstown Boulevard by eliminating the driveway access to Crosstown Boulevard. The improvement will also discourage pedestrian traffic from cutting through the Public Works drive area. The three lowest bids received are as follows: Contractor Bid Amount North Valley, Inc. $219,830.37 Douglas -Kerr Underground, Inc. $226,450.10 New Look Contracting, Inc. $248,293.00 Engineer's Estimate $229,755.00 BUDGETIMPACT The 2020 CIP identifies a budget of $250,000. The project will be funded by Facility Maintenance Reserve funds unless there are residual bond funds remaining from the new Public Works Vehicle Maintenance Facility. ACTION REQUIRED The City Council is requested to accept bids and award contract for Project 20-17, Public Works Pavement Reconstruction to North Valle.., Inc. in the amount of $219,830.37. pectfull submitted, son J. Law, P.E. Attachments: Resolution Bid Tabulation I/ CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR IMPROVEMENT OF PROJECT NO. 20-17, PUBLIC WORKS PAVEMENT RECONSTRUCTION WHEREAS, pursuant to advertisement for bids as set out in Council Resolution No. 053-20 dated August 4 2020, bids were received, opened and tabulated according to law with results of the three lowest bidders as follows: Contractor Bid Amount North Valley, Inc. $219,830.37 Douglas -Kerr Underground, Inc. $226,450.10 New Look Contracting, Inc. $248,293.00 Engineers Estimate $229,755.00 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby accept the bids as shown to indicate North Valley, Inc. as being the apparent low bidder. BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter into a contract with North Valley. Inc. in the amount of $ 219.830.37 for construction of the improvements; and direct the City Clerk to return to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next two lowest bidders shall be retained until the contract has been executed and bond requirements met. MOTION seconded by Council member and adopted by the City Council at a regular meeting this 18t day of September , 2020 , with Council members of the resolution, and Council members against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Julie Trude - Mayor Michelle Hartner— Deputy City Clerk voting in favor voting Public Works Pavement Reconstruction (City Projects 20-17) Bids Opened: 10:00 AM Wednesday, August 26, 2020 BID TABULATION Denotes Bidder Error Public Works Pavement Reconstruction City Protect 20-1 ENGINEER'S ESTIMATE 1 North Valley, Inc. Douglas-Keer Underground, Inc. New Look Contracting, Inc. Drexel Contracting, Inc. Northwest Asphalt, Inc. Pember Companies, Inc. Bituminous Roadways, Inc. Allied Blacktop Company, Inc. Urban Companies NOTES ITEM NO. DESCRIPTION UNIT EST. DUAN. UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 2021.501 Mobilization LS 1 $ 15,000.00 $ 15,000.00 $6,949.34 $6,949.34 $14,474.00 $14,474.00 $10000.00 $10,000.00 $27,720.00 $21,120.00 $34,010.00 $34010.00 $25,800.00 $25,800.00 $16934.00 $16,934.00 $11,000.00 $11,000.00 $25000.00 $25,000.00 2 2101.524 Grubbing TREE 5 $ 350.00 $ 1750.00 $160.37 $801.85 $181.00 $905.00 $500.00 $2,500.00 $600.00 $3,000.00 $1000.00 $5,000.00 $278.00 $1,390.00 $271.00 $1,355.00 $770.00 $3,850.00 $800.00 84,000.00 3 2104.502 Salvage Casting Sanaa EACH 1 $ 300.00 $ 300.00 $193.17 $193.17 $91.30 $91.30 $150.00 $150.00 $228.00 $228.00 $175.00 $175.00 $170.00 $170.00 $104.00 $104.00 $225.00 $225.00 $1,000.00 $1,000.00 4 2104.503 Remove Pipe Culvert LF 125 $ 20.00 $ 2,500.00 $9.93 $1241.25 $9.25 $1,156.25 $20.00 $2,50D.00 $18.24 $2,280.00 $12.00 $7,500.00 $21.00 $2,625.00 $12.80 $1,600.00 $44.00 $5,500.00 $35.00 $4,375.00 2 5 2104.503 Remove Concrete Curb and Gutter LF 260 $ 9.00 $ 2340.00 $6.96 $1609.60 $4.60 $1196.00 $5.00 $1,30D.00 $4.38 $1,138.80 $70.00 $2600.00 $7.00 $1820.00 58.90 $2,314.00 $8.00 $2,080.00 $15.00 $3,900.00 6 2104.503 Sewing Concrete Pavement Full Depth) LF 5 $ 5.00 $ 25.001 $10.69 $53.451 $8.40 $42.001 $40.00 $200.00 $4.80 $24.00 $25.00 $125.00 $6.00 $30.00 $26.90 $134.50 $44.00 $220.00 $10.00 $50.00 7 2104.503 Sawing Bit Pavement Full Depth) LF 270 $ 3.50 It 945.00 $2.14 $577.80 $2.90 $783.00 $3.00 $810.00 $6.00 $1.620.00 $6.00 $1,620. $3.00 $810.00 $5.40 $1,458.00 $4.00 $1.080.00 $10.00 $2,700.00 1 8 2104.518 Remove Concrete Pavement SF 1 2.0001 $ 1.50 $ 3.000.00 $0.91 $1.820.00 $0.55 $1.100.00 $2.00 $4.00D.00I $0.961 $1,920.00 $1.1)01 $2 000.00 $1.851 $3.700.00 $3.601 $7.200.00 $3.501 $7.000.00 $2.00 $4,000. 1 9 2104.518 Remove Bituminous Pavement SF 300 $ 1.00 $ 300.00 $1.29 $387.00 $0.80 $240.00 $2.00 $600.00 $2.94 $882.00 $1.00 $300.00 $1.00 $300.00 $1.40 $420.00 $2.50 $750.00 $2.00 $600.00 4 1 10 1 2105.507 Common Excavation E CY 501 $ 20.00 $ 10,020.00 $14.45 $7239.45 $15.85 $7940.85 $20.00 $10020.00 $27.31 $13,682.31 $25.00 $12,525.00 $31.60 $15831.60 $26.20 $13126.20 $37.00 $18537.00 $30.00 $15030.00 5 11 2105.507 Select Granular Borrow L CY 25 $ 10.00 $ 250.00 $0.01 $0.25 $7.20 $180.00 $40.00 $100D.00 $45.60 $1140.00 $30.00 $750.00 $15.00 $375.00 $23.70 $592.50 $44.00 $1100.00 $50.00 $1,250.00 3 12 2105.607 Salvage Reclaim Material L CY 670 $ 8.00 $ 5,36000 $8.59 $5,755.30 $10.90 $7,303. $8.00 $5,360. $8.51 $5,701. $7.00 S4,690.00 $13.00 $8,710. $12.00 $8,040. $9.00 $6,030. $25.00 $16,750. 13 2112.604 Su rade Preparation BY 4180 $ 1.25 $ 5225.00 $1.05 $4389.00 $1.50 $6,270.00 $1.00 $4,180.00 $0.55 $2,299,00 $0.86 $3,594.80 $2.02 $8,443.60 $1.10 $4,598.00 $1.25 $5,225.00 $5.00 $20.900.00 6 14 2130.523 Water MGAL 10 $ 40.00 $ 400.00 $37.42 $374.20 $86.00 $860.00 $25.00 $250.00 $55.80 $558.00 $35.00 $350.00 $62.50 $625.00 $86.90 $869.00 $25.00 $250.00 $1.00 $10.00 7 15 2211.607 Place Salvaged Reclaim Material C CY 120 $ 12.00 It 1.440.00 $11.21 $1.345.20 $21.90 $2,628.00 $15.00 $1,800.00 $19.00 $2,280.00 $2020 $2,424.00 $26.60 $3,192.00 $17.50 $2,700.00 $16.00 $1,920.00 $40.00 $4,800.00 16 2215.504 Full Depth Reclamation BY 4,280 $ 2.25 $ 9630.00 1 $1.46 $6.248.801 $2.60 $11.128.001 $1.50 $6420.00 $1.73 $7404.40 $1.88 $8,046.40 $1.60 $6,848.00 $3.30 $14124.00 $1.65 $7,062.00 $2.001 $8560.00 17 2357.506 Bituminous Material For Tack Coat GAL 210 $ 3.00 $ 630.00 $3.21 $674.10 $3.30 $693.00 $4.00 $840.00 $3.27 $686.70 $3.00 $630.00 $3.20 $672.00 $3.30 $693.00 $3.00 $630.00 $4.00 $840.00 18 2360.509 Type SP 9.5 Weaning Course Mix (4,C) TN 1 420 $ 78.00 $ 32 760.00 $84.01 $35,284.2 $86.95 $36,519.00 $98.00 $41,160.00 $85.701 $35.994.00 $86.371 $36.275.40 $84.001 $35 280.00 $82ACI $34,608.00 S87A0I $36,708.00 $100.00 $42,000.00 19 2360.509 Type SP 9.5 Wearina Course Mix (2,B) -Trail TN 13 $ 140.00 $ 1,820.00 $122.95 $1.598.35 $127.00 $7,651.00 $744.00 $125.42 $1,630.46 $170.74 $2,219.62 $123.00 $1,599.00 $141.00 $1 833.00 $175.001 $2 275.00 $200.00 $2,600.0 20 1 2360.509 Type SP 12.5 Wearing Course Mature 4C TN 690 $ 75.00 3 51,750.00 $72.37 $49935.30 $74.90 $57681.00 $84.00 _S1872 $57960.00 $73.83 $50942.70 $77.79 $53,675.10 $72.40 $49956.00 $81.00 $55890.00 $81 A3 $56,186.70 $95.00 $65550.00 8 21 2451.607 Crushed Rock C CY 5 $ 50.00 $ 250.00 $41.95 $209.75 $57.00 $285.00 $150.00 $750.00 $79.20 $396.00 $45.00 $225.00 $76.60 $383.00 $49.00 $245.00 $165.001 $825.00 $100.00 $500.00 22 2501.502 12" RC Pipe Apron & Grate Des 31006 EACH 1 $ 2000.00 $ 2,000.00 $1,490.16 $1,490.16 $2,303.00 $2 303.00 $1,500.00 $1.500.00 $1 075.25 $1,075.25 $880.00 $880.00 $1,500.00 $1 500.00 $1,457.00 $1,457.0 $1 600.00 $1,600.0 $2,000.00 $2,000. 23 2501.502 18" RC Pipe Apron &Grate Des 31 DOG EACH 1 $ 2,800.00 $ 2,800.00 $1821.32 $1,821.32 $2,253.00 $2,253.00 $1700.00 $1700.00 $1,190.25 $1,190.25 $1,014.00 $1014.00 $1,700.00 $1700.00 $2081.00 $2081.00 $1700.00 $7,700.00 $2,000.00 $2000.00 24 2503.503 12" RC Pie Sewer Class V LF 10 $ 55.00 $ 550.00 $71.75 $717.50 $78.10 $781.00 $200.00 $2,000.00 $144.00 $1,440.00 $60.33 $603.30 $94.00 $940.00 $66.50 $665.00 $220.00 $2,200.00 $75.00 $750.00 25 2503.503 18" RC Pipe Sewer Claw LF 110 $ 70.00 $ 7700.00 $64.021 $7,042.20 $48.851 $5,373.50 $95.00 $10450.00 $81.60 $8,976.00 $62.21 $6,843.10 $66.00 $7,260.00 $71.10 $7821.00 $105.00 $11,550.001 $95.00 $10450.00 26 2503.603 Jet Clean and Televise Storm Sewer LF 135 $ 5.00 $ 675.00 $8.83 $1,192.05 $5.20 $702.001 $15.00$2,025.00 $18.00 $2430.00 $7.50 $7012.50 $7.50 $1,012.50 $11.70 $1579.50 $33.00 $4455.00 $30.00 $4050.00 27 2506.502 Install Casting -Sanaa EACH 1 $ 600.00 $ 600.00 $938.24 $938.24 $560.00 $560.00 $900.00 $900.00 $906.00 $9D6.00 $1000.00 $7000.00 $7300.00 $1,300.00 $776.00 $776.00 1000.00 $7000.00 $1000.00 $1000.0 28 2506.502 Casting Assembly -Slone EACH 2 $ 700.00 $ 1400.00 $662.30 $1324.60 $750.00 $1500.00 $900.001 $1800.00 $777.001 $1554.00 $548.001 $1096.00 $750.0DI $1500.00 $1,064.00 $2128.00 $1,000.00 $2,13DO.00 $1000.00 $2,000.00 29 2506.602 Construct Drains a Structure, Type 405 EACH 1 $ 41000.00 $ 4 000.00 $4,608.47 ¢4,608.47 $2,711.130 $2,711. S4,300.00 $4,300. $4,710.00 $4,710. $3,398.20 $3,398.2 $3.820.00 $3.820.00 $5.031.00 $5,031.00 $4,730.00 $4,730.0 $5,000. $5,000. 30 1 2506.602 Construct Drainage Structure, Type 421-48" Dia. EACH 1 $ 4,500.00 $ 4,500.00 $4,691.2 $4,691.2 $2,906. $2,906. $4,700. $4,700. $4,710. $4,710. $3,059. $3,059. $3,300. $3 300.00 $4,605. $4,605.0 $5,100. $5,100.0 $5,000. $5.0D0. 31 2506.602 SAFL Baffle EACH 1 $ 4000.00 $ 4000.00 $6,760.92 $6760.92 $5,815.00 $5815.00 $6000.00 $6000.00 $5,704.80 $5704.80 $6220.00 $6220.00 $6100.00 $6100.00 $7152.00 $7152.00 $6500.00 $6500.00 $6500.00 $8500.00 32 2506.602 Connect to Existing Stone Structure EACH 1 $ 1000.00 $ 1000.00 $938.24 $938.24 $1,150.00 $1150.00 $1000.00 $1000.00 $570.00 $570.00 $1,000.00 $1,000.00 $7,100.00 $1,100.00 $1,119.00 $1,119.00 $1100.00 $1100.00 $3500.00 $3500.00 33 re 2511.507 Random RI Class III CY 9 $ 130.00 $ 1,170.00 $93.83 844 $.47 $137.00 $1,233.011 $100.00 $900.00 $162.00 $1,458. $90.00 $810.00 $150.00 $1,350. $107.00 $963.00 $160.00 $1,W. $150.00 $1,350. 34 2521.518 4" Concrete Walk SF 200 $ 9.00 $ 7 800.00 1 $8.91 $1.782.001 $8.30 $1,660. $9.00 $1,800. $8.16 $1,632.00 $8.60 $1,760.00 $7.10 $1,420 $9.10 $1,820.00 $9.00 $1,800. $12.00 $2 400.00 35 2531.503 Conaete Curb and Gutter Design 8612 LF 350 $ 20.00 $ 7,000.00 $31.91 $11,168.50 $31.00 $10850.00 $33.01) $11,550.00 $35.70 $12,495.00 $31.51 $11,028. $37.00 $12,950.00 $32.30 $11,305.00 $46.00 $16100.00 $42.001 $14,700.00 36 2531.504 8" Concrete Driveway Pavement SY 200 $ 110.00 $ 22,000.00 $105.26 $21052.00 $97.80 $19660.00 $94.00 $18800.00 $110.16 $22032.00 $103.95 $20,790.00 $80.00 $16,000.00 $93.50 $18,700.00 $104.00 $20800.00 $130.001 $26000.00 37 2531.604 8" Concrete Valley Gutter SY 35 $ 120.00 S 4,200.00 $125.31 $4,385.85 $116.00 $4,060.001 $100.00 $3,600.00 $137.70 $4819.50 $123.75 $4331.25 $127.00 S4,445.001 $66.90 $2341.50 $104.00 $3640.00 $155.00 $5,425.00 38 2531.604 Concrete Drainage Flume BY 1 10 $ 150.00 $ 1.5m.00 $150.38 $1,503.80 $140.00 $1.400.001 $105.00 $1.050.DOI $165.24 $1.652.401 $148.501 $1,485.00 $111.00 $1 110.00 $104.001 $1,040.00 $104.00 $1,040.00 $200.00 $2,0011.00 39 2563.601 Traffic Contml LS 1 1 $ 3 000.00 $ 3,000.00 $748.39 $748.39 $3,519.00 $3.519.001 $1.51)(1.00 $1,500. $3,600. S3,600.00 $3,750. $3750.00 $3,500.00 $3,500. $4.429.001 $4,429.00 $6,500.00 $6,500.00 $600.00 $600.00 40 1 2573.502 Storm Drain Inlet Protection EACH 4 $ 200.00 $ 800.00 $144.33 $577.32 $135.00 $540.001 $200.00 $800.00 $150.00 $600.00 $125.00 $500.00 $115.00 $460.00 $161.ODI $644.00 $200.00 $800.00 $400.00 $1,600.00 41 2573.503 Sediment Control Log Type Wood Chip LF 120 $ 3.50 $ 420.00 $7.47 $896.40 $3.10 $372.00 $5.00 $600.00 $3.60 $432.00 $1.50 $180.00 $3.50 $420.00r$4837.00 $576.00 $5.50 $660.00 $6.00 $720.00 42 2574.507 Loam Topsoil Borrow L CY 230 $ 28.00 $ 6440.00 $44.59 $10,255.70 $24.95 $5738.50 $40.00 $9200.00 $30.52 $7,019.60 $33.00 $7590.00 $57.00 $13110.00 $15088.00 $53.00 $12,190.00 $35.00 $8,050.00 9 43 2574.508 Fertilizer Type 1 LB 60 $ 1.00 $ 60.00 $1.06 $63.60 $1.05 $63.00 $2.00 $120.00 $1.20 $72.00 $2.00 $120.00 $1.00 $60.00 $33.00 $1.00 $60.00 $3.00 $180.00 44 2575.505 SeedingACRE 0.3 $ 1500.00 S 450.00 $533.50 $160.05 $518.00 $155.40 $1,500.00 $450.00 $1,020.00 $306.00 $3,333.33 $7000.00 $8000.00 $2400.00 $1451.10 $5,600.00 $1,680.00 $1,000.00 $300.00 10 45 2575.508 Seed Mixture 25-151 LB 40 $ 5.00 $ 200.00 $9.61 $364.40 $5.20 $208.00 $5.00 $200.00 $3.60 $144.00 $4.00 $160.00 $5.00 $200.00 $644.00 $7.00 $40.00 $70.00 $400.00 11 46 2575.508 Seed Mbdure 34262 LB 10 $ 10.00 $ 100.00 $133.64 $1336.40 $36.25 $362.50 $5.00 $50.00 $24.00 $240.00 $62.00 $620.00 $30.00 $300.00 $1100.00 $1.00 $10.00 $10.12 47 2575.604 Rolled Erosion Prevention Cal 20 SY 1390 $ 2.50 $ 3,475.00 $2.25 $312750 $2.05 $2 849.50 $3.00 $4 170.00 $2.40 $3336.00 $1.80 $2 502.00 $2.00 $2 780.00 $4 448.00 53.40 $4 728.00 $3.00 S4770.48 2582.503 4" Solid Line Paint LF 150 $ 1.00 $ 150.00 $1.81 $271.50 $0.50 $75.00 $4.00 $600.00 $2.00 $300.00 $0.55 $82.50 $0.50 $75.00 $82.50 $0.45 $67.50 $1.00 $750.0049 2582.503 4" Double Solid Line Paint LF 765 S 2.00 $ 330.00 $3.62 $597.30 $0.50 $82.50 $4.00 $660.00 $3.99 $658.35 $0.55 $00.75 $0.50 $82.50 $90.75 $0.80 $132.00 $1.00 $165.00 50 2582.503 18" Solid Line Paint LF 40 $ 1.50 $ 60.00 $6.34 $253.60 $0.50 $20.00 $7.00 $280.00 $11.24 $449.60 $0.55 $22.00 $0.50 $20.00 $0.55 $22.00 $1.75 $70.00 $2.00 $80.00 51 2582.518 Pavement Message Paint SF 336 $ 5.00 $ 1,680.00 $5.98 $2,009.28 $7.55 $520.80 $6.00 $2,016.00 54.20 $1,471.20 $7.65 $554.40 $1.50 $504.00 $1.60 $537.60 $0.60 $207.60 $1.00 $336.00 Total Estimated Street Reconstruction Cost 1 $ 229,755.00 1 $219,830.371 $226,450.10 $248,293.00 $250,852.021 $256,238.32 $259,279.20 $267,968,151 $282,345.80 $335,391.00 Denotes Bidder Error C I T Y 0 F 17), .NDOVE^ 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 . WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City FROM: David Berkowitz, Director of Public Vrks/City Engineer SUBJECT: Approve Amendment/16-39B/2018 Comp Plan Update/Transportation - Engineering DATE: September 1, 2020 INTRODUCTION The City Council is requested to approve an amendment to Project 16-39B, 2018 Comp Plan Update/Transportation. DISCUSSION The City's current Transportation Plan was approved in March 2018. Through the submittal of the Comprehensive Plan to Met Council, population projections have been reviewed with Met Council staff and the attached revision to Figure 9 and Table I reflect those population projections. ACTION REQUIRED The City Council is requested to approve the amendment to Project 16-39B, 2018 Comp Plan Update/Transportation. Respectfully submitted, David D. Berkowitz Attach: Transportation Plan Revisions to Figure 9 and Table 1 Nowthen Oak Grove Ramsey Coon Rapids I.—m—, vmn nT—... Rn�i mna�.�,�onouo�_n�� N17 F�,—smm Ham Lake Blaine TRANSPORTATION 41111X AL E G E N D Average Daily Volumes 2040 Average Daily Volumes MnDOT Traffic -Studied Road • Major Node - All Roads Split Minor Node - One Road Split — Other City Roads = City Limits 2015 and Projected 2040 Average Daily Volumes Figure 9 Revised June 2020 Data Source - MN Dept. of Transportation TAZ POPULATION 2014 HOUSEHOLDS 2014 EMPLOYMENT 2014 POPULATION 2040 HOUSEHOLDS 2040 EMPLOYMENT 2040 74 352 124 0 320 130 0 75 573 192 13 687 268 22 76 456 140 32 362 141 43 77 1 270 100 20 270 108 26 78 664 223 14 609 245 55 79 569 190 15 534 216 15 80 563 204 12 581 234 12 81 374 106 40 302 122 40 82 2597 856 114 3044 1091 181 83 2856 1034 683 5593 2141 686 84 3135 944 645 4074 1358 699 85 440 140 137 444 158 138 86 670 237 110 754 269 110 87 655 210 240 664 236 241 88 199 70 4 256 91 0 89 412 125 20 360 127 34 90 310 104 6 339 121 0 91 166 52 41 178 63 41 92 338 112 1 550 195 9 93 2826 775 537 3748 1327 540 94 467 151 4 2065 732 8 95 1752 556 20 3949 1397 41 96 690 217 129 657 236 130 98 20 6 6 340 150 10 99 1173 394 68 1030 410 80 100 905 309 47 990 370 110 103 1252 409 97 1272 467 123 104 3 1 978 0 0 1569 105 1662 1 583 499 1641 589 575 106 1580 480 30 1419 487 31 107 2396 743 297 2187 752 298 108 1552 487 13 1431 490 37 109 0 0 287 0 0 289 TAZ TOTALS 31877 10274 5159 40,650 14,721 6,193 Table 1: 2014 and 2040 TAZ Population and Employment Andover Transportation Plan CONSULTING ENGINEERING TRAFFIC FORWARD 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members \ \ CC: Jim Dickinson, City Administr FROM: Chief Dennis Jones, Fire Chief SUBJECT: Accept Contribution / CenterPoint Energy / Fire Department Equipment DATE: September 1, 2020 INTRODUCTION This item is in regards to approving a resolution accepting a contribution made by CenterPoint Energy to be used towards Fire Department Equipment. DISCUSSION CenterPoint Energy has made a contribution of $2,500. Attachments: Resolution to approve the resolution accepting the contribution. CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING A CONTRIBUTION MADE TO THE CITY OF ANDOVER TO BE USED TOWARDS FIRE DEPARTMENT EQUIPMENT. WHEREAS, any contributions that are to be made to the City of Andover must be accepted by the City Council; and WHEREAS, the $2,500.00 contribution from CenterPoint. Energy is to be used towards Fire Department Equipment. NOW, THEREFORE BE IT RESOLVED by the City Council to hereby accept the contribution, which is to be used towards Fire Department Equipment. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 1 st day of September 2020, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Julie Trude - Mayor Michelle Hartner - Deputy City Clerk ANLD6 06 AVYE r 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 . WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City FROM: Michelle Harmer, Deputy City Clerk SUBJECT: Adopt Resolution Accepting CARES Act Grant Funding for Elections DATE: September 1, 2020 INTRODUCTION Anoka County was awarded CARES Act Grant funds and will distribute the funds to municipalities for elections. ACTION REQUIRED The City Council is requested to adopt the attached resolution accepting CARES Act Grant funding from Anoka County. Respectfully submitted, Michelle Harmer Deputy City Clerk Attach: Resolution CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RESOLUTION NO. RXX-10 A RESOLUTION ACCEPTING CARES ACT GRANT FUNDING FOR ELECTIONS WHEREAS, the City Council of Andover hereby acknowledges that the sum of $16,327.55 will be provided by the County to the municipality under the CARES Act Grant to which the County is the Grantee, and the municipality acknowledges that it is subject to the provisions of paragraphs 1 through 5, 7 through 11 and 13 through 15 of the 2020 CARES Act Grant Agreement as if it were the Grantee; NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Andover hereby accepts CARES Act Grant funding for elections. Adopted by the City Council of the City of Andover this 1' day of September 2020. CITY OF ANDOVER Attest: Julie Trude — Mayor Michelle Hartner — Deputy City Clerk 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 WWW.ANDOVERMN.GOV TO: Mayor and Council Members COPY: Jim Dickinson, City Administrator Joe Janish, Community Develop m nt D c orz?-9 FROM: Peter Hellegers, City Planner SUBJECT: Rescind Resolution R056-20 and Replace with a Resolution for Vacation of Drainage and Existing Utility Easements and Acceptance of New Drainage and Utility Easements - 16523 Orchid Street NW / 3290 165' Lane NW —Planning DATE: September 1, 2020 At their August 4, 2020 meeting the City Council approved the Resolution R056-20 which approved the vacation of existing drainage and utility easements and accepted new drainage and utility easements for the subject properties. The proposed easement was described as one 20 -foot wide easement stretching across both properties. Staff has worked with the City Attorney and the applicant's surveyor to have the easement described as two separate 10 -foot wide easements which can then be recorded against the individual properties. Replacing the former resolution with this new one will ensure that the easement descriptions in the resolution are consistent with the revised easement descriptions on the forms that are recorded against the properties. There are no changes to the plan other than the easement descriptions. ACTION REQUESTED The City Council is requested to rescind Resolution R056-20 and approve the new resolution which includes the revised easement descriptions. If the Council wishes to deny then the item should be removed from the consent items and staff can assist with findings for the denial. Respectfully submitted, Pete e e City Planner Attachments 1 - New Resolution of Approval 2 — Resolution R056-20 (to be rescinded) 3 — Site Location Map / Maps of Area for Vacation and Dedication 4 — Revised Site Survey CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO A RESOLUTION GRANTING THE VACATION OF DRAINAGE AND UTILITY EASEMENT AT 16523 ORCHID STREET NW AND 3290 165TH LANE NW, TIMBER MEADOWS 2ND ADDITION, PINS 08-32-24-44-0011, 08-32-24-44-0012, and 17-32-24-11- 0012) LEGALLY DESCRIBED AS FOLLOWS AND SHOWN ON EXHIBIT A: That part of the drainage and utility easement originally dedicated on the plat of TIMBER MEADOWS SECOND ADDITION, Anoka County, Minnesota described as follows: That part of the westerly 10 feet of Lot 16, Block 4, said TIMBER MEADOWS SECOND ADDITION, which lies southerly of the northerly 10 feet and northerly of the southerly 10 feet of said Lot 16. That part of the easterly 10 feet of Lot 15, Block 4, said TIMBER MEADOWS SECOND ADDITION, which lies southerly of the northerly 10 feet and northerly of the southerly 10 feet of said Lot 15. WHEREAS, the property owners have requested to vacate the described drainage and utility easement; and WHEREAS, a public hearing was held and there was no opposition to the request; and WHEREAS, the City Council finds the request would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby grants the vacation of drainage and utility easement subject to the following: 1. Approval of the Vacation of Drainage and Utility Easement is contingent upon approval and recording of a Dedication of Drainage and Utility Easement following the revised property line. 2. The vacation of easement shall be recorded with Anoka County as shown on "Exhibit A". 3. The City Council accepts the proposed Drainage and Utility Easements as shown on Exhibit A and described on Exhibit B Adopted by the City Council of the City of Andover on this 1" day of September 2020. ATTEST CITY OF ANDOVER Michelle Harmer, Deputy City Clerk Julie Trude, Mayor CERTIFICATE OF SURVEY .- -for- DEAN AND MARY SCOTT 6 -tor- DAYTON AND KIM JAHN --' -of- 16523 ORCHID STREET -of- 3290165TH LANE NW - ANDOVER, MN ANDOVER, MN' BB811M6IEBALOEBCAlIpMEC - ,.�'' e BUNNEAMBDTBIEY EABEMEMTBTDBEBAUTER � „ •`• *�\♦ t ``Mai v i ....se.n.W ww r.rva w... •.-... a....varu+u.n...•._r. ✓. \ ♦ +.._ ------------------------------------------ a �a• I BENB NDPDSEBIEBILLBESCBIPIpMS: ir. .,c` ..._.................-.rr.........._...........r�,...........w.,.....,.............r...... ,-19F-C-SONS- ," Surveyors ..o-w.a..r...r......✓............ stonetL .er......w..,.r,m,.,r.r..�..i awme sau ..._ _ Lino Lake MN NE Suite 110 Lino Lakes.MN SSdi4.,-........_........M..r......_.._...r,..,✓r.................r.r....._......,..r.r..r,....,.........m.r.r..rr.r._.o._. ,o..... . ..... .. _..__ i EXHIBIT B PROPOSED DRAINAGE AND UTILITY EASEMENT (16523 ORCHID STREET NW) A 10 -foot wide drainage and utility easement over and across Lots 15, 16, and 16A, Block 4, TIMBER MEADOWS SECOND ADDITION, Anoka County, Minnesota. Said easement adjoins and lies 10 feet to the left of the following described line: Beginning at the southwest corner of said Lot 16, Block 4; thence on an assumed bearing of South 88 degrees 56 minutes 04 seconds East, along the south line of said Lot 16, Block 4, a distance of 93.36 feet; thence North 46 degrees 13 minutes 22 seconds West a distance 229.38 feet; thence South 89 degrees 43 minutes 34 seconds West a distance of 91.65 feet; thence North 45 degrees 32 minutes 05 seconds West a distance of 41.13 feet; thence North 0 degrees 47 minutes 45 seconds West a distance of 146.55 feet to the northeast corner of said Lot 15, Block 4, and said line there terminating. PROPOSED DRAINAGE AND UTILITY EASEMENT (3290165TH LANE N)V) A 10 -foot wide drainage and utility easement over and across Lots 15, 16, and 16A, Block 4, TIMBER MEADOWS SECOND ADDITION, Anoka County, Minnesota. Said easement adjoins and lies 10 feet to the right of the following described line: Beginning at the southwest corner of said Lot 16, Block 4; thence on an assumed bearing of South 88 degrees 56 minutes 04 seconds East, along the south line of said Lot 16, Block 4, a distance of 93.36 feet; thence North 46 degrees 13 minutes 22 seconds West a distance 229.38 feet; thence South 89 degrees 43 minutes 34 seconds West a distance of 91.65 feet; thence North 45 degrees 32 minutes 05 seconds West a distance of 41.13 feet; thence North 0 degrees 47 minutes 45 seconds West a distance of 146.55 feet to the northeast corner of said Lot 15, Block 4, and said line there terminating. ATTACHMENT CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R056-20 A RESOLUTION GRANTING THE VACATION OF DRAINAGE AND UTILITY EASEMENT AT 16523 ORCHID STREET NW AND 3290 165TH LANE NW, TIMBER MEADOWS 2ND ADDITION, PINS 08-32-24-44-0011, 08-32-24-44-0012, and 17-32-24-11- 0012) LEGALLY DESCRIBED AS FOLLOWS AND SHOWN ON EXHIBIT A: That part of the drainage and utility easement originally dedicated on the plat of TIMBER MEADOWS SECOND ADDITION, Anoka County, Minnesota described as follows: That part of the westerly 10 feet of Lot 16, Block 4, said TIMBER MEADOWS SECOND ADDITION, which lies southerly of the northerly 10 feet and northerly of the southerly 10 feet of said Lot 16. That part of the easterly 10 feet of Lot 15, Block 4, said TIMBER MEADOWS SECOND ADDITION, which lies southerly of the northerly 10 feet and northerly of the southerly 10 feet of said Lot 15. WHEREAS, the property owners have requested to vacate the described drainage and utility easement; and WHEREAS, a public hearing was held and there was no opposition to the request; and WHEREAS, the City Council finds the request would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby grants the vacation of drainage and utility easement subject to the following: 1. Approval of the Vacation of Drainage and Utility Easement is contingent upon approval and recording of a Dedication of Drainage and Utility Easement following the revised property line. 2. The vacation of easement shall be recorded with Anoka County as shown on "Exhibit A'. 3. The City Council accepts the proposed Drainage and Utility Easements as shown on Exhibit A and described on Exhibit B Adopted by the City Council of the City of Andover on this 4a' day of August 2020. ATTEST, i helle Hartner, Deputy City Clerk CITY OF ANDOVER ul' Trude, Mayor CERTIFICATE OF SURVEY -for- DEAN AND MARY SCOTT & -for- DAYTON AND KIM JAHN -of- 16523 ORCHID STREET -of- 3250165TH LANE NW ANDOVER, MN ANDOVER,MN >� mw+:+uia.xwa LEGEND un R "O=wwe ',�a�w..:,r.�weanurc..wm�roa�w..,ro NOTES e WTa1N2 N'M my ao al I w ®.� I Iz I I I I I PNDPOSEO LEMDESONIPTIONS: G.A.R �Ag' w.,.t ..r..w.,.o......�.......�a.,.......wnr.,«.....,..,o...����.....�...a.,......a... ................ s� a raarromaa..vs.a y% E_P;ofesRsiioonnsal Land SONSurveyors �okDiveN5pWte 110 LLaMNd7 nttmpazfined Fmrysea.. ' 17 A 20 -foot wide drainage and utility easement over and across Lots 15, 16, and 16A, Block 4, TIMBER MEADOWS SECOND ADDITION, Anoka County, Minnesota. The centerline of said easement is described as follows: Beginning at the southwest corner of said Lot 16, Block 4; thence on an assumed bearing of South 88 degrees 56 minutes 04 seconds East, along the south line of said Lot 16, Block 4, a distance of 93.36 feet; thence North 46 degrees 13 minutes 22 seconds West a distance 229.38 feet; thence South 89 degrees 43 minutes 34 seconds West a distance of 91.65 feet; thence North 45 degrees 32 minutes 05 seconds West a distance of 41.13 feet; thence North O degrees 47 minutes 45 West a distance of 146.55 feet to the northeast corner of said Lot 15, Block 4, and said centerline there terminating. 16523 Orchid / 3290 165th J'iF4lJ .u! ' 3231h z 3354' 3296�i o 71`. July 15, 2020 Qat ` ay r Y �- 3321 l It 1:2,400 0 112.5 225 0 30 60 ATTACHMENT Z w 450 ft 120 m ]istlaenec Map and parml data are believed to be accurate, but a=mw Is net guaranteed. This is not a Ieoal document and should not be subsfiluted for a flits seareh.epryabal, survey, orfor mnina veritcaticn. CERTIFICATE OF SURVEY -for- DEAN AND MARY SCOTT & -for- DAYTON AND KIM JAHN / -of- 16523 ORCHID STREET -of- 3290 165TH LANE NW i ANDOVER,MN ANDOVER,MN ---_—_— _—__—_ _— rarer Nw. smrtrsNu]: PRm o,wevn.0 �� i LxN>Y¢u I1190]6sPUV N.W.1 DRAINAGE AND UTILITY EASEMENTS TO RE VACATED: 's I I 1 ggg `•. 11 GENERAL NOTES: � :I.::,: t „ I meso wron.:un,wq„w Ml1�Ya.ep,1 � 't _J __________ LEGEND lAse- INC Professional Land Surveyorrss 6776 Lake Drive NE, Suite 110 Lino Lakes MN 55014 Tel.(061)0IZ. d Fv(M)361d01 PROPOSED LEGAL DESCRIPTIONS: + Irt ulm]SSM UN[ Nwl GRMHfC SC.IL6 IN 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 Administrate Joe Janish, Community Development 'r ctor� FROM: Peter Hellegers, City Planner SUBJECT: Consider Approval of an Ordinance Amendment Renaming a Street in Shadowbrook North — Planning DATE: September 1, 2020 INTRODUCTION The City Council is asked to approve Ordinance 212-I renaming of certain streets in Shadowbrook North in the City of Andover. DISCUSSION There is a street segment(s) within the City of Andover that needs to be changed/renamed. The street segment is as follows: • The street known as Alder Street NW in the Shadowbrook North development is to be renamed to Butternut Street NW (for the north -south segment) and 143rd Avenue Northwest (for the east -west segment). Once approved the Building Official will notify the changes to the Anoka County Sheriff Department, Central Communications -911 Emergency System, Anoka County Assessor, Anoka County Recorder's Office, Anoka County Surveyor, Anoka Post Office, and the Andover Fire Department. If approved the Engineering Department would notify the Public Works Department to change the street signs to 143`d Avenue NW and Butternut Street NW. ACTION REQUESTED The City council is requested to approve amending Ordinance 212 for Changing/Renaming of a certain street in Shadowbrook North in the City of Andover. Attachments 1. Ordinance Amendment 2. Location Map 3. Address Map for Shadowbrook North 4. Final Plat with Redlined Corrections Resp fuAers, itted, Peter ei Planner CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. 212-1 AN ORDINANCE CHANGING/RENAMING STREET NAMES IN THE CITY OF ANDOVER: The City Council of the City of Andover hereby ordains as follows: Section 28. (Changing Alder Street NW to Butternut Street NW / 143rd Avenue NW) The street presently known as Alder Street NW located in Shadowbrook North, Section 25, Township 32, Range 24, is hereby renamed Butternut Street NW along its North-South section and 143' Avenue NW along its East-West section. All other Sections and the language contained shall remain the same in this Ordinance. Adopted by the City Council of the City of Andover on this V day of September 2020. CITY OF ANDOVER ATTEST: Julie Trude, Mayor Michelle Hartner, Deputy City Clerk ANnOVEI, Shadowbrook North . - + 95._ ��' 14704 580 +� 430 t 380 °`33 230 0 '!➢p ) - 1-2 'I lit) - • ,b') 541 14547` .425 375 00 3.30 25 275 225 1:>.� 1 37 •121 59 _ ��� Or 8 465 441 417 393 369 345 : 14464 1'4 48 2 `207 + 74 14456 ,` r •y, 14451: s c 'RF 14449,.1.:. 20 r , '420•, J.384 360 1', 41 . s ..21411 )_, . 14416 14439 - 14430 r1®4428 Z�3 VL it ll4'2i' 423 �3II7i "' 21l 9,-1113 14415 / ,1 '-4 `, III" 35633212._.14393CC�� 11P14384 114383a,14389 44II 422.. '6 J� 14364 "D`� !'11:390 4365 14365r 1'4378 - 14366 � r0914347< 1)0136 447 423 ]4346 1'4347 .,1 ]•1329 ]43(13: .+, �' G 1434378.Q131-400 I58 f:l4286�14293 274. 14278 14275 - 286450 424 142574 339 310.169 '�+4279 X14238 �1 239� v 14226 j 14221 209: ,14]J1 14190 %192 67 _ t Y x,14169 ,. � t 271) 239 141II0� " 14157 s259 155 72. rS, 141601 527_-199 14135 14126 ' 14113 289 --.14095 NT Date Created: August 18, 2020 Disclaimer.' The provider makes no representation or warranties with respect to the reuse of this data. 7SHADOWBRQOK NORTH in ANDoveR, MINNESOTA ADD SMkiP f1 C, P, I CA C 001 p I 144th AVENUE NTP!' o - -- E I ' �� 11 113 tt�+k103 143RD A $- 14398 1143951 13 i �4373 14374 i 3 -T----_--- i � r---- .-- 14358 r 12 i 14355 s=J �_t I [931 I rY y sit i N..:. i #''4329 4 68-- 10 I i i 84 I 71 1 � ii ii a I I " " °"N""�""°°°� SHADOWBROOK NORTH OF w�sc.:-cs: aAmlaxrz "P slaw ixus __„...:.::'. .e,. p..-�.r..w.N...�......,., N-TM pN..�.._o�a y COUNTY OF ANOKA ����.�. e-J SEG 25. TqP. 32, RCE. 24 ... rte, .....-r,r...N. r..............-� N,... r.....,....... n ,-..>z..,.,. I C A . C H £ R 5 ,3 Y'..'""..�. All aim uNn �, g I i• ##�z •I 14 P I 1 I 9� 19 C R: E K 0 ,w lax I !!A .. ., T� z�.5 10 g 9j >AVF No u�' ' jg� A l d I .'al mropiu. uewaa f n- p �]Yp' • • •ri• tp o..N.,n,.N.F�ax�w�.r4.NrWu.wurMwr..w..n...nw m.W wa vew 4 I lt9 RECEIVED Bill EYY1 4ZW a..v --- n -nv -- -- ---xl _ _6�1 I B L ^0 C K 1 ___ ___ CITY OFANDOVb� .L.�Vw r ......0 W4...n.._�i ” 8a m.ne xoa/N.ev Y�mvw���.wn�ir.Pw✓�niNw_bwn.. N. r. Na m Im S H A ,... .: 2 R 0 0 K 'SSS F I F T H A C O 1 T 1 0 r,.r.r.,.� � 1� Marlr r....» ---- ..N .� 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council Members CC: Jim Dickinson, City Administrator FROM: Joe Janish, Community Development rector SUBJECT: Consider Conditional Use Permit (CUP) / Planned Unit Development (PUD) Amendment — "The Preserve at Petersen Farms" phase 2 — PIDS 07-32-24-42-0002, 07- 32-24-43-0003, 07-32-24-34-0002, 07-32-24-34-0003, 07-32-24-33-0001, 07-32-24-31- 0001, 07-32-24-32-0001, 07-32-24-23-0002, 07-32-24-24-0001 — JD Andover Holdings - Planning DATE: September 1, 2020 INTRODUCTION The City Council is asked to consider a Conditional Use Permit (CUP)/ Planned Unit Development (PUD) Amendment for Preserve at Petersen Farms. This request will modify the original PUD and the PUD Amendment that occurred on December 18, 2018. As originally written changes to the "Master Plan" and each preliminary plat require an amendment to the PUD. 1 The attached drawings are to be reviewed as a "PUD Sketch" indicating how the remainder of the property may develop, and how Phase two proposed as "Meadows at Petersen Farms" would develop. The PUD is requested by Landform, on behalf of JD Andover Holdings, who has a purchase agreement for the property. The PUD narrative submitted by the developer is attached for your review. ❖ As the draft supportive resolution is prepared, the CUP/PUD would need to be amended to include the preliminary plat as part of the CUP/PUD application. Tonight's request does not change "Phase 1" requirements or apply to Existing OUTLOTs A, B, C. ❖ If the City Council officially denies the requested amendment the applicant will still maintain the approvals already received. DISCUSSION According to City Code 13-3 Planned Unit Development, the purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means of greater creativity and flexibility in environmental design than provided under strict application of the standards set in code. Attached for your review is City Code 13-3. City Code 13-3-9 regulates the findings that are required for a PUD to be approved and 13-3-11 identifies desirable PUD design standards that are sought in any PUD proposal. As part of the attached PUD Narrative, the applicant addresses the design qualities they believe the city seeks when granting for a PUD proposal as identified in City Code 13-3-11. City Code 13-3-9 states the following required findings for the Council to consider when approving a PUD (italicized responses are from the applicant's narrative, staff review will be provided later in the staff report): 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The proposed project is guided RR Rural Residential. This comprehensive plan land use is consistent with the surrounding land uses which are all RR Rural Residential. The proposed development will be consistent with the goals of the comprehensive plan. 2008 Comprehensive Plan Goals that may be relevant which are found in Chapter 1: Foundation of the Comprehensive Plan (see attachment for additional goals). Overarching Goals, Objectives and Policies Goal 1: Maintain and enhance the quality of life in Andover Land Use Goals, Objectives and Policies Goal 4: Allow residential growth while maintaining the quality of natural resources and amenities. Goal: Reduce maintenance and energy costs for public facilities and infrastructure. Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents. Transportation Goals, Objectives and Policies Goal: Minimize impacts of the transportation system on the natural environment. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. We are proposing to create custom home sites to allow for flexibility for the buyer and a more attractive neighborhood in Andover. Each lot will be custom graded to allow for construction of the individual homes in a manner that meets the needs of the homeowner and allows them to design a site that works with the natural features of the lot. This approach will allow flexibility in the placement ofsingle family homes on each lot while preserving the natural environment. The low -impact qualities of this development will lead to a desirable and unified environment. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. The requested flexibilities identified below contribute to achieving the purpose ofa PUD, specifically: • Minimizing the disturbance of extensive wetlands and removal of wooded wetland areas will preserve natural features and allow for a pedestrian trail connection and dedication of open space within the development. Additionally, secondary impact risks to large established wetland complexes will be reduced. • Constructing a cul-de-sac greater than 500 feet in length allows for the site to utilize existing topography and avoid further wetland, and tree impacts, reduce earthwork disturbance, consistent with the low -impact design principles. • Allowing lots that are 100 feet in width where 160 feet is typically required on a cul-de-sac is to keep with the lot width approved as part of the first phase. The reduced lot width still allows for the minimum lot size and upland lot area to be achieved, meeting the intent for the development to arrange lots to preserve trees, minimize wetland impacts and preserve natural features. 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 PUD proposal includes our development plan that shows how the overall property and adjacent large lot residential properties could be developed, visualizing how future development could be planned for. Each phase of the development would contribute to the overall development but would be independent of the previous and future phases. The City Council will need to determine if the developer's proposal satisfactorily meets these required findings. Shoreland Management A lake classified as an unnamed recreational lake 87W, exists within the development area. The applicant has provided an 11x17 map titled "PUD Development Plan — Shoreland Density" As part of the Shoreland Ordinance, the applicant is required to verify the proposed density by creating a tier system of 267 feet. Density is then compared to City Code within these tiers. The Shoreland Ordinance also allows for a density increase if a developer provides a larger setback (125 feet vs. 100 feet from the waterbody Ordinary High Water (OHW)) and placing vegetation requirements around the recreational lake. The applicant has proposed utilizing the Home Owners Association (HOA) to monitor the vegetation around the lake. Is 0 Below is a chart and map that shows the Shoreland Overlay Density Data. This chart includes the acreage within each 267 -foot tier based on total acres, non -developable acres, base density (what is allowed without an increase), bonus density (what is allowed with the increase due to larger setback and vegetation requirements) and finally the number of proposed lots by the developer within each tier. 'Bonus Base Density: To Qualify: • Structure setbacks from the OHWL must be at least 50% greater than the minimum setback, or, • The impact on the waterbody is reduced an equivalent amount through vegetative management, topography, or additional acceptable means, and the setback Is at least 25% greater than the minimum setback. Density Data Tier Total Area (Acres) Unsuitable Area (Acres) Suitable Area (Acres) 23.2 Base Density (# lots) 9.3 Proposed Lots 9 Bonus Base Density' (# lots) 13.8 1 31.1 7.8 2 3 31.4 32.9 10.8 11.6 20.7 8.3 16.5 12 9 21.3 19.5 84.7 8.5 7.8 25.6 23.4 79.4 4 26.3 6.8 18 Total 121.7 37.0 33.9 48 'Bonus Base Density: To Qualify: • Structure setbacks from the OHWL must be at least 50% greater than the minimum setback, or, • The impact on the waterbody is reduced an equivalent amount through vegetative management, topography, or additional acceptable means, and the setback Is at least 25% greater than the minimum setback. *map and chart created by LANDFORM Due to the Shoreland Overlay District, additional responsibilities are required of the developer. These include a Mandatory Home Owners Association (HOA) and City code provides requirements of the HOA. Developer responses are in italics. ❖ Residential Planned Unit Developments (PUDs) within a shoreland area requires a property owner association agreement (for residential PVDs) with mandatory membership, and addresses the following within City Code 13-4-9 F: 1. Maintenance and Design Criteria; To meet Section 13-4-9(F) of the city code requiring maintenance and administration, we have defined a district and incorporated restrictions for the shoreland overlay within a first amendment to the Homeowners Association (HOA) declaration recorded with the initial phase. These restrictions preserve the open space areas through; 7 • restricted uses in the shore impact zone areas and requiring approvals for alterations in those areas, • permanent easements over wetlands, wetland buffers and floodplatns, and • dedication ofparkland to the city The HOA restriction will require approval by the HOA's Architectural Control Committee similar to the process set forth in Phase 1 governing the steep slopes and bluff areas. This has been effectively managed in Phase 1 as building permits are first required to be reviewed and approved by the HOA for compliance with this criteria prior to being submitted to the City accompanied by an HOA approval letter. The specific language governing these activities can be seen in the original Declaration and in Section 10 of the attached HOA Amendment document specifically addressing the Shoreland requirements of "Lake Lots ". 2. Open Space Requirements: Planned Unit Developments must contain open space; To meet Section 13-4-9(F) of the city code Open Space Requirements, and as an offset to the requested flexibility, the proposed layout dedicates nearly 50 acres of upland area comprising roughly half of the shoreland of this lake as dedicated open space. The net effect of this approach is a more effective allocation of the density to the east side, and a relatively similar impact to the lake in terms of units abutting the shoreland. The dedicated open space will ensure access between the southern portions of the project and Martin's Meadows Open Space ensuring access and enjoyment of the lake for the broader community. This open space includes thefollowing: • Preservation of at least seventy percent (7001o) of the shore impact zone area will remain in its existing natural state. • An upland open space area that preserves at the western portion of unnamed lake #2-87W as shown on PUD Development Plan. This area is expected to contain passive uses and remain in its natural state with hiking/walking trails connecting neighborhoods north and south of this area. 3. Erosion Control And Storm Water Management; and To meet Section 13-4-9(F) of the city code Open Space Requirements Erosion Control and Storm Water Management, the proposed layout and engineering specifications call for Low Impact Designs, and natural stormwater management system consisting of natural treatment swales 7 and infiltration basins. Erosion and sedimentation control will be managed through proven measures reviewed, approved, and inspected by City and Watershed agencies. 4. Centralization And Design Of Facilities. To meet Section 13-4-9(F) of city code Centralization and Design of Facilities, the layout calls for the use of individual wells and individual septic systems. Publicly owned water and sewer services are not available in this area, nor are they anticipated. The current design provides two areas of 5, 000 square feet for potential septic drain fields that have been reviewed, tested, and selected by a Minnesota Licensed Septic Professional. These locations were selected as they are the most suitable areas for standard systems. Individual systems will be the responsibility of the individual lot owners who shall be responsible for inspection, maintenance, and replacement of these systems. A centralized system is not available in this area and other communities have experienced issues resulting in a loss of responsibility by individual users to maintain centralized systems. The applicant has indicated the development will meet all other shoreland standards including: • 125 -foot setback from the recreational lake with additional vegetative management to ensure a lessened impact on the lake. • 25% max impervious coverage. • 25 -foot max building height. • 50% open space preservation within the Shoreland Overlay area. This is calculated on the exhibit labeled "Shoreland Overlay Open Space" which shows that 52% of the area located within the shoreland overlay is "open space". Lot Standards Tonight's request continues to utilize the standards established within the original PUD. The PUD minimum lot size is 1.5 acres, minimum lot widths of 100 feet. Overall gross density for the development remains below .40 units per acre. Each lot will meet the minimum requirement of 13,600 square feet of buildable area. The standard R-1 requirement allows for 3,600 square feet for a home location and two 5,000 square foot locations for septic systems. The applicant originally proposed providing an additional 29,960 square feet of "usable" area that does not include bluffs and wetlands, making the PUD 8 CITY CODE REQUIREMENTS SHORELAND REQUIREMENTS PUD MINIMUM Lot size/Gross Density 2.5 acres/0.4 units per acre 2.5 acres/0.4 units per acre 1.5 + acres/0.32 units per acre Lot Width 300 feet 300 feet 100 Lot Depth 150 feet 150 feet +150 feet Each lot will meet the minimum requirement of 13,600 square feet of buildable area. The standard R-1 requirement allows for 3,600 square feet for a home location and two 5,000 square foot locations for septic systems. The applicant originally proposed providing an additional 29,960 square feet of "usable" area that does not include bluffs and wetlands, making the PUD 8 "usable" minimum 1 acre (43,560 square feet) vs. the standard 13,600 square feet. This "one acre" would be the area of the lot that does not include bluffs and wetlands. This particular phase introduced a new challenge of floodplain. The definition of "usable" as used in Phase 1 Preserve at Petersen Farms did not address floodplain. While all lots within Phase 2 Meadows at Petersen Farms meets the "one acre" of "usable" space; when we introduce floodplain as a reduction, five lots fall below the "one acre" requirement. The developer is proposing to amend the current definition to include removal of floodplain and large ponding areas, while asking for a deviation for the lots that fall under the 1 -acre due to the floodplain. Floodplain typically is defined as "lands having a 1 % chance of flooding" many refer to this as 100 -year storm event/flood. This particular development also experiences a "landlocked" basin. Due to the landlocked basin the floodplain elevation does include a "back-to-back 100 -yr event" (two 100 -year storms in a row). This increases the area impacted by the floodplain. The City of Andover also requires the floodplain (both events) to be encompassed by drainage and utility easements. The drainage and utility easements will create limitations on what individuals can do with the property, however provided no other restrictions, they can still maintain and use the property. As the narrative points out and the map below; using the 100 -year event would reduce two lots below the "one acre" and using the back to back reduces a total of 5 of the 46 lots below the "one acre". Please keep in mind that these areas are still owned and maintained by the property owner. The areas tend to be generally flat, and property owners can still utilize the areas for recreation. 87W r'i F Setbacks The applicant will continue with a front yard setback of 30 feet vs. 40 feet. 10 Street Improvements The applicant will continue with the approved flexibility with street construction standards, which has been reviewed in the past by staff, Planning and Zoning Commission and City Council. MSA Route(s) Navajo Street/Inca will be constructed to meet MSA standards including width, right of way and pavement section. This MSA route will be signed "No Parking". The roadway design speed is 35 mph. County Road Intersection(s) All County Road Intersections will need to be reviewed by the Anoka County Highway Department. Discussions occurred regarding intersection improvements along 7th Avenue. Anoka County Highway Department is looking at potential improvements to 7th Avenue and potential funding sources. As shown in the Master Plan the connection to 7th Avenue in the SW corner may be permitted depending on the type of future intersection improvements. East/West Connector Street The applicant is requesting the City to allow for the removal of the East/West "connector" street from Phase 1 to Phase 2. During the detailed design process necessary for Phase 2 development, an issue with constructability of the roadway connection from phase I was identified. More detailed geotechnical review revealed deep soils incompatible with construction of a public roadway without extensive impacts to the existing wetlands immediately adjacent on both sides of the roadway proposed in Phase]. This disturbance would have included a 30 - foot subcut nearly 300' wide through tremendous natural wooded wetlands. A disturbance of this size would have risked significant permanent damage to the diverse wooded wetland environment as an extensive review of the options to construct a safe and stable roadway were explored. Unfortunately, none were deemed feasible without the extensive impacts to established high-value natural areas. This issue was discussed at length at a council work session and it was generally concluded that forcing that connection was not in the best interest of the project, or the natural environment. 10 City Standard PUD Right of Way 50 feet / width 60 feet 60 feet Rural Street Pavement width 26 - 31 feet 27 feet Rural Street Pavement width including Curb (no ditches) 31 feet 30 feet MSA Route(s) Navajo Street/Inca will be constructed to meet MSA standards including width, right of way and pavement section. This MSA route will be signed "No Parking". The roadway design speed is 35 mph. County Road Intersection(s) All County Road Intersections will need to be reviewed by the Anoka County Highway Department. Discussions occurred regarding intersection improvements along 7th Avenue. Anoka County Highway Department is looking at potential improvements to 7th Avenue and potential funding sources. As shown in the Master Plan the connection to 7th Avenue in the SW corner may be permitted depending on the type of future intersection improvements. East/West Connector Street The applicant is requesting the City to allow for the removal of the East/West "connector" street from Phase 1 to Phase 2. During the detailed design process necessary for Phase 2 development, an issue with constructability of the roadway connection from phase I was identified. More detailed geotechnical review revealed deep soils incompatible with construction of a public roadway without extensive impacts to the existing wetlands immediately adjacent on both sides of the roadway proposed in Phase]. This disturbance would have included a 30 - foot subcut nearly 300' wide through tremendous natural wooded wetlands. A disturbance of this size would have risked significant permanent damage to the diverse wooded wetland environment as an extensive review of the options to construct a safe and stable roadway were explored. Unfortunately, none were deemed feasible without the extensive impacts to established high-value natural areas. This issue was discussed at length at a council work session and it was generally concluded that forcing that connection was not in the best interest of the project, or the natural environment. 10 11 Current plans show a 10' wide natural hiking trail connecting Phase I and 2 with a wood chip surface similar to that provided on the north end of Phase land throughout Martin's Meadows. This will also be the proposed trail structure for the open space areas in future phases. This trail is proposed to be maintained by the HOA but a public trail easement has been provided should the city want to takeover that trail as part of a larger network at some point. The previous roadway in Phase I will be re -graded and excess land dedicated to existing lots on either side. There is a 2.5 acre upland "island" of sorts along this trail that will be covered in a private easement and maintained by the HOA for use by all residents as part of the system of trails and open spaces proposed throughout Petersen Farms. An alternative connection from Phase 1 through the existing neighborhood to the south is being explored, but a key parcel necessary is currently working through the foreclosure process and has stalled discussions until the formal foreclosure commences. We respectfully request the council approve an amendment to the PUD to remove the proposed vehicular connection between phases, accept the natural trail and open space, and allow Phase 2 to proceed while discussions and efforts continue on an alternate access from phase 1 to the south. Engineering provided a comment within their review stating that approval of this preliminary plat should be contingent on securing a second access to the Preserve at Petersen Farms as identified on the original PUD. As the developer's comments above indicate; the developer has attempted to pursue this southerly option, however the foreclosure process has created issues at this time. Planning and Zoning Commissioners discussed this item at their August 25, 2020 meeting and have concurred with the comment and are recommending the City Council require the approval of the preliminary plat contingent on securing a second access to the Preserve at Petersen Farms. Other Street Connections Staff expects to have discussions and point out connections as part of the Preliminary Plat versus the Planned Unit Development. In particular the access to the two residences to the North. Utilities Each of the lots will be served by individual septic systems and private wells vs. a centralized system. Individual systems require the property owner to maintain, repair and replace the system. This is particular addressed within the Shoreland area as it relates to the Planned Unit Development (PUD) and has been discussed with Minnesota Department of Natural Resources. Parks and Open Space The applicant continues to propose a 46 -acre protected open space that is proposed in the northern portion of the development near the recreational lake. This open space is created by the transfer of density from developable acres within the open space, to the adjacent acres of the project less sensitive to the disturbance as part of the low -impact approach to the development. This proposed open space allows for a connection to Martin's Meadows to the North. As the developer has indicated this space would be platted as an outlot and could be deeded to the City. 11 12 During the December 18, 2018 City Council Meeting the City Council requested the applicant provide for off street parking along Navajo Street due to removal of the temporary cul de sac. The applicant has shown this as a "P" on the PUD documents. The Andover Park and Recreation Commission reviewed the preliminary plat and PUD Amendment on August 20, 2020 at their regular scheduled meeting. A determination was made to except cash in lieu of land. a.rr F� Shoroland Overlay Item Development Gross Developable Area 140.2 acres Net Developable Area "A acres "a" Open Spec. Area 72.4 acres Number of Lots 48 . Percent Open Space In Shoreland Overlay District 52% Legend 0 c 52% Open Space - watertlody. Shoreland setback. wattands. i wetland buffers. dedicated park open space -- Anil Connection to open space rueamae �hasc 4J 'k-cl for Martin Meadows Z - - Other Standards With a PUD, all standards apply as typical, unless otherwise specified in the PUD request. The applicant is asking for deviations from the minimum standards as it relates to: The construction of a cul de sac longer than 500 feet; discussion related to the Minimum Net Land Area, removal of the requirement for an east/west roadway between Phase 1 and Phase 2, revising the current PUD to include this second phase of the project, not utilizing a centralized septic system in the shoreland overlay. HOMEOWNERS ASSOCIATION (HOA) The applicant has indicated that they plan to extend the current HOA to maintain any common areas, monuments, along with enforcement of certain "uses" on the properties. These "uses" have been noted as not allowing for ATV use except for normal domestic chores, and additional outside storage. The HOA would be the entity that is responsible for the enforcement of the items listed as being restricted. 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 acknowledgment of the document. That means the buyer will be aware of what the HOA will expect as it relates to any restrictions. This notice of HOA regulations carries forward to second and future buyers of the property as well. 12 13 PLANNING AND ZONING COMMISSION ACTION The Planning and Zoning Commission conducted a Public Hearing on August 25, 2020 utilizing Zoom and provided a recommendation of approval (5 in favor — 2 against (Hudson, Loehlein) with conditions to the City Council. These conditions have been incorporated within the attached draft approval resolution. The link to the meeting can be found on QCTV.org or by following this link: hiip:Hgctv.org/city meeting/andover-planning-8-25-2020/. During the Public Hearing the following comments were received: • PZ originally made a recommendation of denial to City Council on this project, and was encouraged to do so again; • Proposed PUD tonight "cut" out park area, eliminated East/West connector street other developments have had to conduct soil corrections and this developer should still provide the East/West connector street by conducting soil corrections; • Developer did not "do their work" and are now coming back to remove the requirement of the East/West connector street, but should be required to construct it; • Concern related to existing well(s) due to additional wells being added to the area; • Asking for delay in city action to allow more time to evaluate the proposed development; • Residents are looking for more rural feel and larger lots vs. the proposed 1.5 acre lot sizes; • Concern with the loss of trees due to the development when it is noted one of the purposes of PUD is to preserve trees; • Phase 2 should have less homes than 46 due to it being 100 acres; • Concern related to light pollution due to the development; • Statement that this development is no different than an urban development due to lot configuration; • 7th Avenue should be straighten as part of the development vs. consideration of round a bouts; • Developers; State of MN, City should pool money to improve traffic along 7' such as adding signals and creating safe pedestrian crossings vs. round a bouts; • Statement that half the Park Dedication Funds expected will go to the Community Center; • Growth has caused taxes to increase on residents and residents continue to lose money as more and more development occurs to pay for continued growth; • Density is too high in the PUD, once the land has development on it, the land is gone; • Concern and frustration that trails continue to show a path to Martin's Meadows even though no easement exists in the trail location; • Development should be rural vs. urban PUD; • The development team selected for the property was done by the current owners in order to preserve the natural amenities and beauty of the property; • The owners are happy with the outcome of Phase 1 and with what is proposed in Phase 2 in order to preserve the natural features of the property; • Does the PUD actually provide a benefit for the City of Andover and to the community, it was noted that the PUD is not consistent with the Andover people have grown up with; • Questions about the design speed for Inca since it is a Municipal State Aid designated roadway; • If Engineering requires the South access — how can Planning and Zoning Commission or City Council not require the access; 13 14 • The development is not following through with promises as they are asking for removal of the East/West connector street; • No phase should exceed the .40 density; • Number of lots increased around Unnamed Lake 87W; • Development is being rushed through the process without adequate review; Planning Commissioner Comments: • Questioned applicants contingency plan if the south connection in Phase 1 does not materialize; • Is there any other possible connection besides East/West connector or South option; • How many "phases" are expected; • How are septic system locations determined; • If individuals have issues with their wells, what do they do; • When was the flood mapping completed for this area, and when will it be updated; • How did Martin's Meadows come to be; • Can the approval process be contingent upon the applicant securing a secondary access through property to the south that the applicant does not own; UPDATED INFORMATION On August 19, 2020 the applicant provided updated drawings and information which was not fully included for the Planning and Zoning Commission. This information was provided to the City of Andover in order to meet City Comments in letters dated August 12, 2020. This information has been included for the City Council to review, as staff has completed the review of the information submitted. During the Planning and Zoning Commission hearing it was stated a new plan set had been received and staff indicated the applicant removed 83 comments, and staff provided an additional 29 comments in Review #3. Again, Review #3 is now included within this agenda item, and the drawings/information used to generate Review #3 is included in this agenda item. The Engineering comments also now cover the last item that remained on the Planning comments, therefore a Planning comment letter is not provided. CITY COUNCIL ACTION City staff has prepared two draft resolutions; one for approval based on discussions and direction of the Planning and Zoning Commission and started a denial resolution. If the City Council disagrees and desires to deny the CUP/PUD Amendment request staff will draft a denial resolution based on tonight's discussion for City Council consideration. The current 60 -day timeline ends on September 6, 2020. Please keep in mind, resolutions are not formally adopted by the Planning and Zoning Commission the resolution adopted by the City Council will be the official record for the City. The City Council would consider City Code 13-3-9 required findings during the discussion of tonight's request whether it be for approval or denial of the request: The proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; 14 15 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries; 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD; 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. Attachments Draft Resolution of Denial .16 Draft Supportive of Approval. .17 Applicants Narrative .23 City Engineer Letter .38 Public Hearing Notification Area .41 City Code 13-3 Planned Unit Development (PUD) .42 City Code 13-4-9 Shoreland Management Planned Unit Developments .46 PUD Development Plan .55 PUD Development Plan Open Space. .56 PUD Development Plan Shoreland Density .57 Lot Area Calcs Upland .58 167th Ave SW Lot Area Calcs Upland .59 Cc: - Jason Osberg, Metrowide Development, 15356 Yukon St. NW, Andover, MN 55304 - Darren Lazan, Landform Professional Services, LLC 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 - Kevin Shay, Landform Professional Services, LLC 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 - Diane Park, 1524 155th Lane NW, Andover, MN 55304 15 z CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION DENYING THE CONDITIONAL USE PERMIT / PLANNED UNIT DEVELOPMENT AMENDMENT REQUESTED BY LANDFORM, ON BEHALF OF JD ANDOVER HOLDINGS, AS SHOWN AS PUD DEVELOPMENT PLAN PHASE 2 PETERSEN FARMS DATED 08.19.2020, LEGALLY DESCRIBED AS: 07-32-24-42-0002, 07-32-24-43-0003, 07-32-24-34-0002, 07-32-24-34-0003, 07-32-24-33-0001, 07-32-24-31-0001, 07-32-24-32-0001, 07-32-24-23-0002, 07-32-24-24-0001 WHEREAS, Landform, on behalf of JD Andover Holdings has requested a Conditional Use Permit for an Amendment to the Planned Unit Development (PUD) for Meadows at Petersen Farms, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit request with conditions, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does disagree with the Planning and Zoning Commission and hereby denies the Conditional Use Permit/ Planned Unit Development for PUD DEVELOPMENT PLAN PHASE 2 PETERSEN FARMS DATED 08.19.2020 on the above legally described property due to the following findings: 1. 2. 3. Adopted by the City Council of the City of Andover on this day of , 2020. CITY OF ANDOVER ATTEST: Michelle Hartner, Deputy City Clerk Julie Trude, Mayor 16 17 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION APPROVING THE CONDITIONAL USE PERMIT / PLANNED UNIT DEVELOPMENT AMENDMENT REQUESTED BY LANDFORM, ON BEHALF OF JD ANDOVER HOLDINGS, AS SHOWN AS PUD DEVELOPMENT PLAN PHASE 2 PETERSEN FARMS DATED 08.19.2020, LEGALLY DESCRIBED AS: 07-32-24-42-0002, 07-32-24-43-0003, 07-32-24-34-0002, 07-32-24-34-0003, 07-32-24-33-0001, 07-32-24-31-0001, 07-32-24-32-0001, 07-32-24-23-0002, 07-32-24-24-0001 WHEREAS, Landform, on behalf of JD Andover Holdings has requested a Conditional Use Permit for an Amendment to the Planned Unit Development (PUD) for Meadows at Petersen Farms, 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 determined that said request does meet the criteria of City Code and 13-3-9 and 13-4-9; as the proposed PUD is not in conflict. WHEREAS, the Planning Zoning Commission further determined the Planned Unit Development project does not conflict with Land Use Goals, Objectives and Policies Goal 4 to allow residential growth while maintaining the quality of natural resources and amenities. WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit/Planned Unit Development Amendment request, and; WHEREAS, the City Council of Andover has reviewed the request including all materials available at the time of review, and has determined that said request does meet the criteria of City Code because: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The proposed CUP/PUD request is in alignment with the Comprehensive Plan as it meets the following goals: Overarching Goals, Objectives and Policies, Goal 1: Maintain and enhance the quality of life in Andover. The proposed project has been designed to minimize impacts to wetlands and bluffs. The applicant is providing larger usable space for each lot, which is a minimum of 43,560 square feet vs. the R-1 requirement of 17 13,600 square feet. In the case of the 5 lots that do not meet the 43,560 as identified in Lot Area Calcs — Upland PETERSEN FARMS — dated 08.19.2020 the area is still usable even though it contains floodplain. Land Use Goals, Objectives and Policies, Goal 4: Allow residential growth while maintaining the quality of natural resources and amenities. The proposed project will utilize Low Impact Development (LID) features such as infiltration ditches, and smaller roadways. The applicant will continue to work through the development process minimizing tree removal on the property and reduce the amount of destabilization of the soil. Goal: Reduce maintenance and energy costs for public facilities and infrastructure. As part of the LID development, the roadway will be narrower creating less cost for future replacement. The development will have minimal stormwater hard infrastructure reducing the cities costs of long-term maintenance. Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents. While some lots will be under the 2.5 acre R-1 standard, each lot will have at least 43,560 square feet of "usable "property. Transportation Goals, Objectives and Policies Goal: Minimize impacts of the transportation system on the natural environment. The lots under 2.5 acres will allow for the placement of the road in a location that minimizes the "cuts " and "fills" on the property. The placement of the roadway will allow the lots to be laid out in a manner that minimizes the removal of the trees on the property at the time of development. The master plan calls for additional connections to adjacent roadways allowing for additional access to this development and others. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The applicant is proposing to create custom home sites to allow for flexibility for the buyer and a more attractive neighborhood in Andover. Each lot will be custom graded to allow for construction of the individual homes in a manner that meets the needs of the homeowner and allows them to design a site that works with the natural features of the lot. This approach will allow flexibility in the placement of single-family homes on each lot while preserving the natural environment. The low -impact qualities of this development will lead to a desirable and unified environment. The smaller lots will also allow more open space to occur around the recreational lake. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. IM The applicant's proposal is requestingfexibility from lot size and lot width standards in the R-1 District and Shoreland Overlay District and from minimum ROW width. The requested flexibilities contribute to achieving the purpose of a PUD, specifically: • The lot size change contributes to achieving a higher quality PUD development because it helps to preserve a larger number of existing trees, it allows for linear cluster development that preserves the natural features and allows for the dedication ofsignificant open space within the development. • The lot width change contributes to achieving a higher quality PUD development because it permits the development to arrange lots to preserve trees, minimize wetland impacts and preserve natural features. • The ROW width change contributes to achieving a higher quality PUD development because it allows for a rural street section that minimizes tree removals and allows for wider drainage and utility easements that can be used as ditches for stormwater management. The use of ditches will also reduce the number of trees removed because we will not need traditional ponding to achieve stormwater requirements. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. The PUD proposal includes our development plan that shows how the overall property and adjacent large lot residential properties could be developed, visualizing how future development could be planned for. Each phase of the development would contribute to the overall development but would be independent of the previous and future phases. Residential Planned Unit Developments (PUDs) within a shoreland area requires a property owner association agreement (for residential PUDs) with mandatory membership, and addresses the following within City Code 13-4-9 F: 1. Maintenance and Design Criteria; To meet Section 13-4-9(F) of the city code requiring maintenance and administration, we have defined a district and incorporated restrictions for the shoreland overlay within a first amendment to the Homeowners Association (HOA) declaration recorded with the initial phase. These restrictions preserve the open space areas through; • restricted uses in the shore impact zone areas and requiring approvals for alterations in those areas, • permanent easements over wetlands, wetland buffers and floodplain, and • dedication ofparkland to the city 19 ►1i The HOA restriction will require approval by the HOA's Architectural Control Committee similar to the process set forth in Phase 1 governing the steep slopes and bluffareas. This has been effectively managed in Phase I as building permits are first required to be reviewed and approved by the HOA for compliance with this criteria prior to being submitted to the City accompanied by an HOA approval letter. The specific language governing these activities can be seen in the original Declaration and in Section 10 of the attached HOA Amendment document specifically addressing the Shoreland requirements of "Lake Lots ". 2. Open Space Requirements: Planned Unit Developments must contain open space; To meet Section 13-4-9(F) of the city code Open Space Requirements, and as an offset to the requested f exibility, the proposed layout dedicates nearly SO acres of upland area comprising roughly half of the shoreland of this lake as dedicated open space. The net effect of this approach is a more effective allocation of the density to the east side, and a relatively similar impact to the lake in terms of units abutting the shoreland. The dedicated open space will ensure access between the southern portions of the project and Martin's Meadows Open Space ensuring access and enjoyment of the lake for the broader community. This open space includes thefollowing: • Preservation of at least seventy percent (70%) of the shore impact zone area will remain in its existing natural state. • An upland open space area that preserves at the western portion of unnamed lake #2-87W as shown on PUD Development Plan. This area is expected to contain passive uses and remain in its natural state with hiking/walking trails connecting neighborhoods north and south of this area. 3. Erosion Control And Storm Water Management; and To meet Section 13-4-9(F) of the city code Open Space Requirements Erosion Control and Storm Water Management, the proposed layout and engineering specifications call for Low Impact Designs, and natural stormwater management system consisting of natural treatment swales and infiltration basins. Erosion and sedimentation control will be managed through proven measures reviewed, approved, and inspected by City and Watershed agencies. 4. Centralization And Design Of Facilities. FA 21 To meet Section 13-4-9(F) of city code Centralization and Design of Facilities, the layout calls for the use of individual wells and individual septic systems. Publicly owned water and sewer services are not available in this area, nor are they anticipated. The current design provides two areas of 5, 000 square feet for potential septic drain fields that have been reviewed, tested, and selected by a Minnesota Licensed Septic Professional. These locations were selected as they are the most suitable areas for standard systems. Individual systems will be the responsibility of the individual lot owners who shall be responsible for inspection, maintenance, and replacement of these systems. A centralized system is not available in this area and other communities have experienced issues resulting in a loss of responsibility by individual users to maintain centralized systems. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Conditional Use Permit/Planned Unit Development request on the above legally described property for PUD DEVELOPMENT PLAN PHASE 2 PETERSEN FARMS DATED 08.19.2020 with the following conditions: 1. The developer shall amend this PUD to include any future preliminary plat(s). The lot width shall not be less than 100 feet at the front yard setback. 2. Master Plan shall be now amended to represent Phase 2 and Future Phases. 3. The developer shall amend this PUD to include any Future Phase changes. 4. The lot size shall not be less than 1.50 acres in size. 5. Each lot shall have a minimum of 1 acre of property that is not bluff or wetland. 6. The definition of Minimum Net Land Area shall now also exclude: major ponding, floodplain. 7. Lots Identified in Lot Area Calcs — Upland — PETERSEN Farms DATED 08.19.2020 shall be permitted to be under 1 acre due to the unique challenges that floodplain have caused within Phase 2. 8. The overall density for the entire Master Planned Development shall not exceed .40 units per acre. 9. Developer shall provide a 50' ROW with additional drainage and utility easements for roadways with the exception of the MSA designated route within the development. 10. The MSA designated route shall meet MSA requirements. 11. Developer shall be responsible for meeting Anoka County Highway Departments comments. 12. Developer shall be responsible for meeting the Lower Rum River Watershed Management Organization comments. 13. Local roadways shall be "Low Impact Development" in nature (27' asphalt width, with 18 -inch ribbon curb on both sides). 14. Developer shall adhere to platting process and meet requirements and items identified through that process. 15. Roadways shall be extended to the edge of the plat. 21 x 16. Developer shall address to the satisfaction of staff, comments in Engineers Letter dated August 25, 2020. 17. Developer shall meet all requirements of Andover City Code 13-4-F with the exception of centralized septic and water. 18. Applicant shall deed the 46 -acre open space lot to the City of Andover as agreed to by the terms and conditions of the City Council and recommendation by the Parks and Recreation Commission in future phase. 19. All other terms and conditions in the original approval, and past amendment shall be valid, unless specifically addressed within this resolution. Adopted by the City Council of the City of Andover on this day of 2020. CITY OF ANDOVER ATTEST: Julie Trude, Mayor Michelle Harmer, Deputy City Clerk 22 Z3 Narrative The Meadows at Petersen Farms Lot Line Adjustment, Preliminary Plat and PUD Amendment Andover, MN L A N D F 0 R M 2� Narrative The Meadows at Petersen Farms Lot Line Adjustment, Preliminary Plat and 3rd PUD Amendment Andover, MN L A N D F O R M Revised August 19, 2020 75 Table of Contents Introduction.......................................................................................................................................................... 2 LotLine Adjustment............................................................................................................................................. 2 PreliminaryPlat.................................................................................................................................................... 3 LotStandards........................................................................................................................................................ 3 StreetImprovements........................................................................................................................................... 4 Landscaping and Tree Preservation..................................................................................................................... 5 StormwaterManagement.................................................................................................................................... 5 ShorelandOverlay................................................................................................................................................ 5 PUDAmendment.................................................................................................................................................. 7 PUDFindings........................................................................................................................................................ 8 PUDFlexibility...................................................................................................................................................... 9 Summary............................................................................................................................................................ 12 ContactInformation........................................................................................................................................... 13 Introduction On behalf of JD Andover Holdings, LLC, Landform is pleased to submit this application for approval of a lot line adjustment, preliminary plat and PUD amendment for The Meadows at Petersen Farms, the second phase of the PUD multi -phased development. Our initial phase—The Preserve at Petersen Farms — has been incredibly well-received, with all 24 lots sold and closed in less than 18 months. Seven builders have invested in the community with several builder models contemplating future sales. This demand has caused us to consider the next phase earlier than originally expected. Our initial Phase, The Preserve at Petersen Farms, added 24 new homes to the Andover community averaging nearly $750,000 each, representing an addition to the economic development of the community in excess of $15million. The Preserve contributed over $100,000 to our parks and trail funds and made additional improvements to provide access for new residents to existing parks and open spaces. Building on the successful and well-received low -impact design philosophy of The Preserve, the next phase will again be designed and developed by 1D Andover Holdings, a project entity managed by Metrowide Development and Landform Development Partners, LLC. This phase consists of 46 lots complying with the underlying PUD guidelines and continuing the effort to develop the 400 -acre master plan previously approved by Council. Immediate interest in The Meadows has been strong, with indications that home values will be similar to the first phase adding another $30million to the community's tax base, and another $200,000 to the park and trail funds PLUS some incredible open spaces and natural trails to connect the phases. The development team and the Petersen Family are long-time Andover residents excited about the continued improvements proposed for this site and to our community. We look forward to working with staff, parks commission, planning commission and council on another successful phase. Lot Line Adjustment There are four existing parcels that currently make up the area of phase 2. The administrative lot line adjustment is being requested to modify the common lot line for the two western parcels so a smaller portion can be included in Phase 2 and allow the remainder to remain in the farm. The lot line adjustment is completed through two stages of adjustments. Exhibits are provided to show how each lot line is adjusted for each stage. The proposed lot line adjustment complies with the standards for lot line adjustments to be processed administratively, specifically: LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative 1. The lot line adjustment does not create any additional buildable lots. 2. The lot line adjustment does not create a lot which is below the standards for the R-1 zoning district. 3. The lot line adjustment does not have an adverse effect on the surrounding property. Preliminary Plat The parcels consist of agricultural fields, woodlands and large wetlands. The public streets have been located using LID principals to minimize the disturbance of the existing trees, bluff lines and topography for the proposed lots. We are proposing to create custom home sites to allow flexibility for the buyer. Each lot will be custom graded to allow for construction of the individual homes in a manner that meets the needs of the homeowner and allows them to design a site that works with the natural features of the lot. Accordingly, rough grading will be completed as part of the development, while the final grading plan and tree preservation plan for the individual lots would be developed and approved by staff at the time of building permit. This approach will allow flexibility in the placement of single-family homes on each lot while preserving the natural environment. Lot Standards Phase 1 of Petersen Farms was approved for a Planned Unit Development (PUD) on June 19, 2018. This approval set the following minimums; lot size of 1.5 acres, net land area of 1 acre and lot width of 100 feet. On December 4, 2018 City Council extended these PUD minimums to the remaining property as part of a long-term master plan to develop the entire farm. A summary table of the lot sizes and lot widths at the setback are shown on the current plans. Plans for The Meadows have been designed to allow lot sizes that are consistent with those of the adjacent residential properties. The gross density of this phase is 0.46 units per acre because the majority of the density for the development falls within the boundary of the current phase with greater natural amenities in previous and future phases. The entire development maintains a density below the allowed 0.4 GROSS units per acre. All parcels have a minimum of 1 -acre net land area. The shoreland overlay district imposes additional density restrictions by allowing a specific number of lots within each tier of a shoreland overlay based on the net land area within a given tier. An exhibit labeled "PUD Development Plan —Shoreland Density" provides a map of the shoreland tiers along with the calculations for each tier to determine the base density. A bonus to the base density is allowed if you qualify with the following, "The impact on the waterbody is reduced an equivalent amount through vegetative management, topography, or additional acceptable means, and the setback is at least 25% greater than the minimum setback." LDP17002.002 Phase 2 PUD Narrative L A N D F O R M Revised August 19, 2020 27 We will be utilizing the bonus density to have additional lots within the fourth tier and employing the additional measures required to ensure the impact on the waterbody is reduced. For the purposes of this development, minimum lot standards were developed to include a "Net Land Area" calculation. This was a self-imposed standard specifically defined as the gross lot area minus wetlands and bluff areas as defined as those slopes having a slope in excess of 18% for longer than 50 feet. This was applied throughout the first phase of the development. The Meadows introduces a new aspect to this standard which is addressed in the sections below. Portions of the project are affected by 100 -year floodplain, as well as certain conditions that require a back-to-back 100 -year analysis. This has a tremendous impact on several lots on the west side of the project, but that impact is incredibly infrequent, and in The Meadows, we propose to handle those impacts on the Net Land Area through the use of the PUD flexibility. The public streets have been located to minimize the disturbance of the existing trees and minimize required grading for the new streets. Complete grading and tree preservation plans forthe new streets is provided with these applications. Tabulated Lot Area calculations are shown on sheet C0.2 and C0.3 of the full Plan set. Street Improvements PUD flexibility was received to construct the local streets with a 50 -foot ROW width with an expanded front drainage and utility easement to contain drainage and private utilities as required. In this phase, a new road meeting Minnesota State Aid (MSA) standards is proposed to be added to Andover's network and run from 165th Avenue North to the north end of the plat. For this purpose, Inca Street, has a 66 - foot ROW width as opposed to the typical 50 -foot width previously approved and constructed in Phase 1 and on the remaining streets in Phase 2. The plans show a 27 -foot wide two-way street with 18 -inch ribbon curb on both sides for a total width of 30 feet. This low impact design was previously approved as a condition for the PUD approval and reviewed by public works and fire for acceptable service. To mitigate a rural street section in a reduced ROW, we are continuing with a wider drainage and utility easement adjacent to the right-of-way, which will provide adequate space for utilities and drainage. We are proposing a street design for a rural section that includes ditches for low -impact stormwater management. This design typically reduces the area of disturbance and number of trees removed because traditional large ponding facilities are not required to achieve stormwater requirements. This was best seen on the first phase of Petersen Farms, but continues to be actively practiced, to the extent possible, in Phase 2. LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative N Landscaping and Tree Preservation The site consists of agricultural fields, woodlands and large wetlands. A tree preservation plan for the new streets has been prepared that minimizes the disturbance of existing trees. We have provided a landscape plan that provides a seed mix for all disturbed areas during street construction and a separate seed mix for the infiltration basins. Because each lot will be custom graded to allow for construction of the individual homes in a manner that meets the needs of the homeowner, we are proposing a list canopy trees for city approval that includes common hackberry, swamp white oak, boulevard linden, American elm, balsam fir, eastern red cedar, and white spruce. As each lot is developed the builder will be required to plant three trees from the approved species list to be placed on the lot, with some exceptions granted on heavily wooded lots. This approach will provide for greater flexibility and allow for each site to incorporate trees that complement the natural environment. Stormwater Management We are proposing a low -impact stormwater design as part of the rural street section. The low -impact stormwater design treats and manages stormwater through a series of Best Management Practices (BMP's) in a natural treatment conveyance through rural ditches, ditch weirs and infiltration basins. We have submitted to the Lower Rum River Watershed Management Organization (LRRWMO) concurrent with our City submittals. Shoreland Overlay The established PUD flexibility allows the homes to be clustered on suitable areas for development allowing natural areas to be preserved. As design evolved from concept to final, and grading more closely examined, the configuration of the street layout was revised. This revision resulted in an increase of nine lots on the shoreland overlay density tiering exhibit. With the more detailed design and increased efficiency it was possible to increase the lot count and maintain the shoreland standards. The density increase is located entirely in the 421 tier of the shoreland and located as far as possible from the lakeshore, meeting the intent of the ordinance to push residential units away from the lake. The development will meet the shoreland standards including: • 125 -foot structure setback from the recreational lake with additional vegetative management to ensure a lessened impact on the lake. • 25% max impervious coverage. 25 -foot max building height. • 50% open space preservation within the Shoreland Overlay area. This is detailed on the exhibit labeled "Shoreland Overlay Open Space". LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative ME To meet Section 13-4-9(F) of the city code requiring maintenance and administration, we have defined a district and incorporated restrictions for the shoreland overlay within a first amendment to the Homeowners Association (HOA) declaration recorded with the initial phase. These restrictions preserve the open space areas through; • restricted uses in the shore impact zone areas and requiring approvals for alterations in those areas, • permanent easements over wetlands, wetland buffers and floodplains, and • dedication of parkland to the city The HOA restriction will require approval by the HOA's Architectural Control Committee similar to the process set forth in Phase 1 governing the steep slopes and bluff areas. This has been effectively managed in Phase 1 as building permits are first required to be reviewed and approved by the HOA for compliance with this criteria prior to being submitted to the City accompanied by an HOA approval letter. The specific language governing these activities can be seen in the original Declaration and in Section 10 of the attached HOA Amendment document specifically addressing the Shoreland requirements of "Lake Lots". To meet Section 13-4-9(F) of the city code Open Space Requirements, and as an offset to the requested flexibility, the proposed layout dedicates nearly 50 acres of upland area comprising roughly half of the shoreland of this lake as dedicated open space. The net effect of this approach is a more effective allocation of the density to the east side, and a relatively similar impact to the lake in terms of units abutting the shoreland. The dedicated open space will ensure access between the southern portions of the project and Martin's Meadows Open Space ensuring access and enjoyment of the lake for the broader community. This open space includes the following: • Preservation of at least seventy percent (70%) of the shore impact zone area will remain in its existing natural state. • An upland open space area that preserves at the western portion of unnamed lake #2-87W as shown on PUD Development Plan. This area is expected to contain passive uses and remain in its natural state with hiking/walking trails connecting neighborhoods north and south of this area. LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative 3i To meet Section 13-4-9(F) of the city code Open Space Requirements Erosion Control and Storm Water Management, the proposed layout and engineering specifications call for Low Impact Designs, and natural stormwater management system consisting of natural treatment swales and infiltration basins. Erosion and sedimentation control will be managed through proven measures reviewed, approved, and inspected by City and Watershed agencies. To meet Section 13-4-9(F) of city code Centralization and Design of Facilities, the layout calls for the use of individual wells and individual septic systems. Publicly owned water and sewer services are not available in this area, nor are they anticipated. The current design provides two areas of 5,000 square feet for potential septic drain fields that have been reviewed, tested, and selected by a Minnesota Licensed Septic Professional. These locations were selected as they are the most suitable areas for standard systems. Individual systems will be the responsibility of the individual lot owners who shall be responsible for inspection, maintenance, and replacement of these systems. A centralized system is not available in this area and other communities have experienced issues resulting in a loss of responsibility by individual users to maintain centralized systems. PUD Amendment The development plan is shown for conceptual purposes, and includes thirteen parcels (approximately 411.40 gross acres) of land on the agricultural farm located at 165th Avenue NW and Roanoke Street NW. The land is currently used as an existing family farm. (PID # 07-32-24-24-0001, 07-32-24-23-0002, 07-32-24-32-0001, 07-32-24-31-0001, 07-32-24-33-0001, 07-32-24-34-0002, 07-32-24-34-0003, 07-32- 24-42-0002, 07-32-24-43-0003; and, Preserve at Petersen Farms Outlots A, B and C, Lots 1-8 Block 1, Lots 1-14 Block 2, Lots 1 and 2 Block 3). The parcels consist of a completed Phase 1, together with agricultural fields, woodlands and large wetlands. The public streets have been located to minimize the disturbance of the existing trees, bluff lines and topography for the proposed lots. We are proposing to create custom home sites to allow flexibility for the buyer. Each lot will be custom graded to allow for construction of the individual homes in a manner that meets the needs of the homeowner and allows them to design a site that works with the natural features of the lot. Accordingly, and as with The Preserve, the grading plan and tree preservation plan for the individual lots would be developed and approved by staff at the time of building permit. A separate grading and tree preservation plan for the new streets will be provided with the preliminary plat. This approach will allow flexibility in the placement of single-family homes on each lot while preserving the natural environment. The proposed property has a current land use designation of Rural Residential and is currently zoned R-1 Single Family Rural. LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative 32 PUD Findings We are requesting approval of an amendment to the previously approved PUD development application. In Andover, a PUD is an acceptable path to entitlement of a project subject to the standards of Section 13 of the Andover City Code. Our plan shows compliance with the Section 13-3-9 standards. Specifically: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan of the city. The proposed project is guided RR Rural Residential. This comprehensive plan land use is consistent with the surrounding land uses which are all RR Rural Residential. The proposed development will be consistent with the goals of the comprehensive plan. 2. The proposed development is designed in such a manner as to forma desirable and unified environment within its own boundaries. We are proposing to create custom home sites to allow for flexibility for the buyer and a more attractive neighborhood in Andover. Each lot will be custom graded to allow for construction of the individual homes in a manner that meets the needs of the homeowner and allows them to design a site that works with the natural features of the lot. This approach will allow flexibility in the placement of single-family homes on each lot while preserving the natural environment. The low -impact qualities of this development will lead to a desirable and unified environment. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD. The requested flexibilities identified below contribute to achieving the purpose of a PUD, specifically: • Minimizing the disturbance of extensive wetlands and removal of wooded wetland areas will preserve natural features and allow for a pedestrian trail connection and dedication of open space within the development. Additionally, secondary impact risks to large established wetland complexes will be reduced. • Constructing a cul-de-sac greater than 500 feet in length allows for the site to utilize existing topography and avoid further wetland, and tree impacts, reduce earthwork disturbance, consistent with the low -impact design principles. Allowing lots that are 100 feet in width where 160 feet is typically required on a cul-de- sac is to keep with the lot width approved as part of the first phase. The reduced lot width still allows for the minimum lot size and upland lot area to be achieved, meeting the intent for the development to arrange lots to preserve trees, minimize wetland impacts and preserve natural features. The requested flexibility and how it contributes to the PUD design qualities are also discussed in detail in the next section of this narrative. LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative 33 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 PUD proposal includes our development plan that shows how the overall property and adjacent large lot residential properties could be developed, visualizing how future development could be planned for. Each phase of the development would contribute to the overall development but would be independent of the previous and future phases. PUD Flexibility We are requesting City approval for amendments to the currently approved plan, as well as typical flexibility to allow deviation to standard zoning requirements as applied in the original PUD and first phase of the project. Amendments: Revising the Current PUD to include the second phase of the project, The Meadows at Petersen Farms. As prescribed in the current PUD, each time a preliminary plat is approved within the limits of the PUD, the PUD must be amended to include and address details specific to that plat. Accordingly, we are requesting the City Council approve an amendment to the PUD to include the preliminary plat of Meadows at Petersen Farms. Substantive changes to the PUD must be approved by council as an amendment as well. During the detailed design process necessary for Phase 2 development, an issue with constructability of the roadway connection from phase 1 was identified. More detailed geotechnical review revealed deep soils incompatible with construction of a public roadway without extensive impacts to the existing wetlands immediately adjacent on both sides of the roadway proposed in Phase 1. This disturbance would have included a 30 -foot subcut nearly 300' wide through tremendous natural wooded wetlands. A disturbance of this size would have risked significant permanent damage to the diverse wooded wetland environment as an extensive review of the options to construct a safe and stable roadway were explored. Unfortunately, none were deemed feasible without the extensive impacts to established high- value natural areas. This issue was discussed at length at a council work session and it was generally concluded that forcing that connection was not in the best interest of the project, or the natural environment. Current plans show a 10' wide natural hiking trail connecting Phase 1 and 2 with a wood chip surface similar to that provided on the north end of Phase 1 and throughout Martin's Meadows. This will also be the proposed trail structure for the open space areas in future phases. This trail is proposed to be maintained by the HOA but a public trail easement has been provided should the city want to take over that trail as part of a larger network at some point. The previous roadway in Phase 1 will be re -graded and excess land dedicated to existing lots on either side. There is a 2.5 acre upland "island" of sorts LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative 3q along this trail that will be covered in a private easement and maintained by the HOA for use by all residents as part of the system of trails and open spaces proposed throughout Petersen Farms. An alternative connection from Phase 1 through the existing neighborhood to the south is being explored, but a key parcel necessary is currently working through the foreclosure process and has stalled discussions until the formal foreclosure commences. We respectfully request the council approve an amendment to the PUD to remove the proposed vehicular connection between phases, accept the natural trail and open space, and allow Phase 2 to proceed while discussions and efforts continue on an alternate access from phase 1 to the south. Flexibility: Maximum Cul -de -Sac Length and minimum lot size. As with the initial phase, we are seeking PUD flexibility similar to that granted under the current PUD for permanent cul-de-sacs greater than 500 feet in length, and to allow lots on a cul-de-sac that are less than minimum 160 -foot lot width. Minimum Net Land Area (NLA). With this phase we are requesting flexibility under the PUD to allow eight lots providing less than 1 -acre Net Land Area (NLA) as shown on the attached Exhibit. NLA is a self- imposed restriction defined in the PUD as Gross Lot Area minus wetlands and bluff areas. While current code provides for a minimum of 13,500 square feet of upland area, as part of the PUD we more than tripled that minimum to 1 -acre, or 43,560 square feet. Currently all lots proposed in Phase 2 meet the 1 - acre minimum Net Land Area as defined in previous approvals (Gross parcel area minus wetlands and defined bluffs). However, Phase 2 has introduced new challenges in assessing what should be considered "usable" underthe Net Land Area calculation. In one instance, there are 5 lots on the west side of Phase 2 that meet the NLA as currently defined. However, these lots (ironically the most desirable lots in the development) have a portion of their rear yards affected by the floodplain, something that was not a factor in Phase 1. Floodplain is typically established by determining the 100 -yr storm event (a rainfall typically seen once every 100 years at one given location) and mapping that impact as floodplain. Additionally challenging this site was the fact that the wetlands these parcels abut are part of a 'landlocked' basin that requires a more restrictive analysis of a "back-to-back 100 -yr event" (two of those 100 -year events in a row) which imposes an additional impact on the these rear yards. Removing ALL portions of the expanded floodplain puts five (5) lots short of the 1 -acre minimum. Considering the greatest impact (the back-to-back event) leaves NLA ranging from 0.68 acres to 0.84 acres. Using the more typical single 100 -yr event reduces that impact to just two (2) lots, providing 0.86 and 0.95 acres. While these portions of the NLA are included in the easement area, they are usable in almost every aspect of a "yard" as they are generally very flat, LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative 10 35 can be used for active recreation, gardening, and even light structures as allowed in the shoreland ordinance. We respectfully request flexibility in the determination of the NLA for these lots given the incredibly infrequent occurrences of flood events. It should be noted that ALL habitable structures are well above the back-to-back event and associated drain fields are outside these limits in all cases. This issue applies only to yards. As with the original PUD, and as amended previously, our PUD proposal will allow for a more efficient allocation of lots, greatly reduce grading and wetland impacts, and will minimize removal of wooded wetlands. Section 13-3-11 of the Zoning Code outlines nine design qualities that the City desires in PUDs. Our plan is consistent with these requirements, specifically: 1. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this chapter. Our proposed plan will achieve development efficiency and allow for low -impact design by preserving trees and reducing wetland impacts. Our linear cluster development allows preservation of natural features and provides creative design elements. 2. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. The proposed development is not anticipated to generate substantial traffic volumes and proposed roadways will be sufficient for the anticipated traffic that will be generated from residents within the subdivision and potential visitors. Pedestrian trail connections will be provided across the wetlands between Phase 1 and the remainder of the PUD Plan. 3. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back-to-back lots. Adequate buffers between different uses are provided in the development plan. The development is clustered in a linear fashion and the lots will be buffered from existing and future development. The existing vegetation will screen this project form adjacent properties and additional screening can be provided where necessary. 4. Preserves existing stands of trees and/or significant trees. Removing the wetland crossing and allowing longer cul-de-sacs will reduce impacts on wooded and open wetlands. Additionally, the proposed design includes utilizing ditches as part of the low impact stormwater management practices, which will allow a greater number of trees to be preserved because extensive ponding (which requires tree removal) required to meet stormwater design standards is substantially reduced. LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative 11 3(P 5. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. Each custom-built lot will allow residents to provide landscaping that is consistent with City Code and will be reviewed at the time of building permit. Additionally, as part of the storm water management plan, individual lots may provide bio swale gardens (rain gardens) adjacent to the driveway. This landscaping will be designed to provide consistency along the street. 6. Preserves significant usable space on individual lots or through the provision of open space within the development. A linear cluster development preserves significant open space and natural features within the development and our lot layout provides significant open space on each of the lots. The open spaces can be utilized for the needs of the community. The proposed open spaces will provide connections to the existing Martin Meadows park to utilize the existing trail system within the park, and between Phases 1 and 2 of the PUD Plan. 7. Provides an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, decorative mailbox groupings, retaining walls, boulders, fencing, area identification signs, etc. Given the natural amenities of this site and the proposed improvements, the proposed landscape improvements within the development will provide a high-quality design which includes a monument area identification sign and the use of the existing topography. B. The proposed structures within the development demonstrate quality architectural design and the use of high-quality building materials for unique design and detailing. Given the natural amenities of this site and the proposed improvements, the proposed homes within the development will provide a high-quality design similar to those constructed in Phase 1. The details will be provided at the time of preliminary plat. 9. The lasting quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. (Ord. 298, 8-4-2004) A homeowner's association will be established for the proposed development for the purpose of managing stormwater improvements and common elements. Summary We respectfully request approval of the lot line adjustment, preliminary plat and PUD amendment for The Meadows at Petersen Farms located adjacent to 165t'Avenue NW and County Road 7. LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative 12 37 Contact Information This document was prepared by: Kevin Shay Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Darren Lazan at dlazan@landform.net or 612.638.0250 LDP17002.002 L A N D F O R M Revised August 19, 2020 Phase 2 PUD Narrative 13 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMODANDOM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Enginee� Jason Law, Assistant City Engineer DATE: August 25, 2020 REFERENCE: Meadows at Petersen Farms / Grading, Drainage & Erosion Control Plan/Review #3 The following comments have vet to be completed regarding Review #1: 1. Need to obtain the necessary permits from the DNR, US Army Corps of Engineers, LRRWMO, MPGA, Anoka County Highway Department, and any other agency that that is interested in the site. Pending. Comment kept for tracking. 4. Need to provide a secondary roadway connection to the Preserve at Petersen Farm (I' Addition). Pending. Developer is pursuing option to acquire properly south of 11 Addition currently vacant and may be heading to foreclosure. Approval of thisprefintinaryplatshould be contingent on securing a second access to the Preserve at Peterson Farms as identified on the original PUD. Conmwnt keptfor tracking. 8. Show soil boring locations on all relevant plan sheets, Removals, Site, Grading, Storm, Streets, etc. Note done. They show up on existing conditions, but need to include on grading plans (C3.0, C3.1, etc.) 75. Sheet C3.4: What is proposed for access for the two existing property owners north of the plat? Pending. No resolution yet to access issue. Developer continuing discussions with adjacent owners. 108. Need to provide separate long-term maintenance agreements that will be recorded with each property for the infiltration basin/rain garden maintenance. A sample agreement is available from the City if needed. Pending. Comment kept for tracking purposes. The following comments have vet to be completed regarding Review #1A: 203. Sheet C0.2 and all relevant sheets: The trail alignment to the east to 1" Addition is outside of the plat boundaries. Provide recordable 20' wide trail easement documents over I" Addition trail alignment, or revise trail alignment so it is within the plat boundaries. Revising the trail alignment does not appear feasible as it would cut through standing water in the wetland. Pending. Developer working with adjacent properties on grading and easement documents. 247. Sheet C3.6: Will 166' Avenue be graded to the extent shown on this plan? If not, clearly define grading limits for this plat. Grading limits pending excess material available, which is acceptable. Proposed profile shows up to 10' of fill, will this work with ultimate plat grading or is this intended as a temporary stockpile? Grading location will cut off drainage from the south, install a temporary 24" culvert under the proposed bertWfuture roadway alignment. Smaller culvert would be acceptable if calculations provided. Provide additional contour elevation labels on berm. Property owner will need to apply for an IUP with stipulations to allow stockpile outside of plat boundaries. This is a separate process which will need to be approved by the City Council. 269. Sheet C6.10 and C6.11: Submit to ACHD for review. Complete any comments they have. Provide copy to City of ACHD comments or approval of design. Application submitted to ACHD. Pending comments from ACHD. The following comments have vet to be completed regarding Review #2: 208. Sheet C3.1: Label EOF and elevation 885.25 across existing Jivaro alignment for Pond 183. Not done. 3':;'( 209. Sheet C3.1: Low area in northeast corner of 165`h/Jivaro is landlocked. Try to ditch out to the east towards Inca Street. Otherwise, it needs to be modeled (like last submittal, but can't pond in right of way). Due to trees and potential steep ditch grade developer chose to leave basin as is, which is acceptable to the City. However, the low area needs to be modeled and HWL information provided on the plan and D& UE dedicated over the HWL. If basin HWL is not at least 2' above low floor elevation of adjacent lot (FBLO), Darcy's Law calculations or water mounding calculations (similar to 1St Addition) are required to verify that basin elevation will not impact low floor. 218. Sheet C3.1 -C3.6: In legend behind "Floodplain A / B" add "100 -Year" to A and `B -B 100 Year" to B. Not done. See mark up on Sheet C3.1. 223. Sheet C3.2: Revise contours at OCS so they wrap into the OCS outlet elevation. Not done. Wrap 881 contour into structure where the inlet is. 224. Sheet C3.2: Revise D&UE for the floodplain mitigation areas on Lots 15, 16 and 17 into the D&UE. Not done. 226. Sheet C3.2: Adjust D&UE on rear of Lot 5 to minimize the D&UE on west side of Pond 32. Not done. 228. Sheet C3.3: For wetland 3 label, add "100 Year" and `B -B 100 Year" to water elevations. Not done. 237. Sheet C3.5: Adjust D&UE so it covers the drainage swale on rear of Lot 8, Block 1. Also make sure VMA is within the D&UE. Revise upland area table accordingly. Partially completed. Appears new D& UE lines were drawn but old lines also remain where VMA was outside of easement. 252. Sheet C4.3: Add safety aprons to FES 3-4, and 5-6. Not done. Add the word "Safety" to profiles. 259. Sheet C7.3: For Detail 3, make sure all elevations match revised hydrology report. Data is missing from table for all OCS's. Fill out table and verify it matches model and other plan sheets. The following comments are reeardine Review #3: 301. Sheet CO. 1: Correct Sheet C3.0 description to "Grading & Drainage Sheet Index." Revise sheet descriptions for L2.1 to L2.4 to be "Landscape & Erosion Control Plan....." 302. Sheet C0.2 & C0.3 and all applicable sheets: Update D&UE's per following comments. 303. Sheet C3.0: Asterisks are missing in the Lot Tabulation referencing notes (see last iteration of plans, they were in there then). Print lot tabulation so text is clearer. Refer to redlines for numerous revisions needed for lot tabulation. Change header of "100 -Year Flood Elevation" to "High Water Level Elevation" as it's based upon the critical event, some are back to back events. 304. Sheet C3.0 and all applicable sheets: The following lots do not meet the 2' above the HWL criteria for minimum low floor elevations: Lot 8, Block 1; Lot 7, Block 2; Lots 3, 9, 16 & 17, Block 3; Lot 2, Block 4. Some of these can be slightly raised to meet the requirement. Others may require a combination of lowering basin HWL's, raising low floors, or submitting Darcy's Law / Mounding calculations (similar to 1" Addition required calculations). If low floors can be substantiated with mounding calculations/Darcy's Law, a footnote needs to be added identifying those lots in the lot tabulation. Refer to Preserve at Peterson Farms approved plans for note to add to Lot Tabulation referencing hydraulic review and approval by LRRWMO. 305. Sheet C3.1: Revise Pond 34 EOF elevation to 878.00 to match model. 306. Sheet C3.1: Correct overlapping text in legend. 307. Sheet C3.1: Extend street construction limits of 166`h Avenue to west plat boundary. 308. Sheet C3.2: Revise Vehicle Maintenance Access on Lots 16 and Lots 17, Block 3 so it stays within the plat boundaries and outside of the floodplain. Revise D&UE accordingly. 309. Sheet C3.3: Round contours in rear or Lot 10, Block 3. 310. Sheet C3.4 & C3.5: The Vehicle Maintenance Access on Lot 12, Block 2 can be removed, access for OCS will be from roadway. Delete 100 -Year B -B elevation information from Basin 115 (it's not landlocked) and revised D&UE on Lot 11 on east side of Basin 115 so it only goes up to the HWL. 311. Sheet C3.5: Revise D&UE on southeast corner of Lot 10, Block 1 to encompass flow path for ditch. 312. Sheet C3.5: Reverse flow direction arrow on culvert under driveway for Lot 1, Block 2, appears it will flow south? 313. Sheet C3.7: Revised Basin 12 inlet FES to 888.3. qO 314. Sheet C3.8: Label OCS #, Rim Elevation and add note similar to other basins "Skimmer Structure See Detail C7.3/3" for Basins 51 and 115. 100 -Year B -B info can be deleted from Basin 115. 315. Sheet C3.9: Label OCS 38 for Basin 38 and OCS 181 for Basin 181. 316. Sheet C3.9: Revise overflow elevation in plan view to 878.00 to match model and detail. Revise top of bank elevation in detail to 879.05. 317. Sheet C4.1: Pipe lengths and grades out of Basin 181 and Basin 38 do not match model. 318. Sheet C4.1: Add the word "safety" to FES 1100 and 1101. 319. Sheet C4.1: For FES 700, call out equivalent arch pipe dimensions similar to pipe. Review if pipe needs to be longer looking at proposed profile grade over the pipe. 320. Sheet C4.2: Correct CB 902 label in profile. 321. Sheet C4.3: Lower grade between STMH 201 and FES 200 by 0.8' (inadvertently raised in Review #2). 322. Sheet C4.3: Show corrected D&UE around the VMA for Lot 9, Block 1. 323. Sheet C6.5: Revised sag vertical curve length to 165' to meet design speed. 324. Sheet C6.9: Correct overlapping D&UE lines, maintain VMA in D&UE. 325. Sheet C6.13: Revise minimum profile grade to 0.5%. Depth of fill between stations 3+00 - 10+00 is substantial. Does this fit with proposed grading for future phases? Grading of the roadway to this elevation may create drainage issues, add temporary culvert under berm. Show schematic proposed contours on how this would fit into future development / grading. Ensure that proposed grades for 166`h Avenue adjacent to plat will fit with future development to the west so future grading not needed on Lot 21. Stockpiling of this material outside of the plat boundaries will require an IUP and approval by the City Council. 326. Sheets L2.1-2.4: Add "& Erosion Control" into sheet names. 327. Review redlined plans for all comments. 328. Additional items pending further review. The following comments have vet to be completed regarding Review #1 of the Hydrology Report: 5. An O&M agreement shall be provided and recorded for maintenance of ditch checks and infiltration basms/rain gardens. Pending. Keptfor tracking. The following comments are regarding Review #3 of the Hydrology Report: 301. Add a pond node and model the low area in the proposed model that is Pond 33 in the existing model in northeast corner of Jivaro/1651h Avenue. Add symbol to Proposed Map 4. 302. For Pond 34P, revise Secondary weir elevation to 879.05 to match plans. This provides 0.5' of freeboard above HWL, not a concern for 20' wide primary weir overflow plugging. 303. For Ponds 38P, 51P and 181P, pipe length and grades don't match plans. Revise so they match. Orifice control so this will not affect HWL of basins. 304. For Pond 201 (MH 201), lower pipe elevations by 0.8' so this outlets at the NWL of basin. This was inadvertently commented on to raise up in Review 2, my mistake. 305. 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 David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133 or Jason Law, Assistant City Engineer at (763) 767-5130. yi N6 Meadows at Petersen Farms Notification Area Date Created August 12, 2020 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. yZ CHAPTER 3 PLANNED UNIT DEVELOPMENT (PUD) 69x41 -K601 13-3-1: Purpose 13-3-2: Utilization of PUD 13-3-3: PUD Concept Review 13-3-4: Uses 13-3-5: Density 13-3-6: Zoning And Subdivision Standards And Requirements 13-3-7: Approval Process 13-3-8: Fees And Costs 13-3-9: Findings Required 13-3-10: Revisions And Amendments 13-3-11: Desirable PUD Design Qualities 13-3-12: Approval Of Planned Unit Development 13-3-1: PURPOSE: The purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means for greater creativity and flexibility in environmental design than provided under the strict application of this code. It must be demonstrated to the satisfaction of the City Council that a higher quality development will result than could be otherwise achieved through strict application of this code. (Ord. 298, 8-4-2004) 13-3-2: UTILIZATION OF PUD: Planned Unit Development (PUD) regulations may be allowed by the City Council to be applied and/or utilized for all developments including the following: townhomes, single- and two-family homes (both urban and rural), apartment projects, multiuse structures, commercial developments, industrial developments, mixed residential and commercial developments and similar projects. (Ord. 298, 8-4-2004) 13-3-3: PUD CONCEPT REVIEW: Any person or persons who may apply for a PUD may request a concept review with respect to land which may be subject to a PUD. The purpose of a PUD concept review is to afford such persons an opportunity, without incurring substantial expense, to have the general feasibility of a PUD proposal considered. PUD concept reviews shall follow the sketch plan procedures provided in Section 11-2-1 of this code. (Ord. 298, 8-4-2004) 13-3-4: USES: Planned Unit Developments shall be required to conform to the permitted and conditional uses set forth in Title 12 of this code pertaining to the applicable zoning district. (Ord. 298, 8-4-2004) q33 13-3-5: DENSITY: The density of residential developments shall be required to conform to the applicable land use district. (Ord. 298, 8-4-2004) 13-3-6: ZONING AND SUBDIVISION STANDARDS AND REQUIREMENTS: All standards and provisions relating to an original zoning district shall apply, unless otherwise approved as a part of the PUD. All standards may be modified or waived provided the applicant demonstrates harmony with the purpose of the PUD and the findings described in Section 13-3- 9 of this chapter. (Ord. 298, 8-4-2004) 13-3-7: APPROVAL PROCESS: An applicant for a PUD shall submit in the application all of the material required by this chapter. Each PUD requested must adhere to the following process: A. Permitted and conditional uses shall follow the Conditional Use Permit procedures provided in Section 12-14-6 of this code to establish the development standards for the PUD. These uses shall also complete the commercial site plan process once the Planned Unit Development has been approved. (Amd. 2/20/07, Ord. 341) B. Applications involving the subdivision of land shall complete a preliminary and final plat under the procedures provided in Title 11, "Subdivision Regulations", of this code. (Ord. 298, 8-4-2004) 13-3-8: FEES AND COSTS: Applications for a PUD shall be filed at the office of the City Planner along with a nonrefundable application fee for the approval process specified in Sections 13-3-3 and 13-3-7 of this chapter in the amount established by the City Council to defray administrative costs. (Ord. 298, 8-4-2004) 13-3-9: FINDINGS REQUIRED: In order for a PUD to be approved, the City shall find that the following are present: A. The proposed development is not in conflict with the goals of the Comprehensive Plan of the city. B. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. C. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD. D. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. (Ord. 298, 8-4-2004) qq 13-3-10: REVISIONS AND AMENDMENTS: Administrative approval of incidental changes in the PUD may be authorized by the City Planner upon review and approval by ARC. Such administrative approvals shall not substantially alter the character of the approved PUD and shall be limited to landscaping (not including quantity reduction), color schemes (not including materials), association documents, fencing, entrance monuments and decks. Changes in uses or development/design standards must be submitted for a full public hearing review process. (Amended Ord. 314, 10-4-2005) 13-3-11: DESIRABLE PUD DESIGN QUALITIES: The following design qualities will be sought in any PUD: A. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this chapter. B. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. C. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back-to-back lots. D. Preserves existing stands of trees and/or significant trees. E. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. F. Preserves significant usable space on individual lots or through the provision of open space within the development. G. Provides an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, decorative mailbox groupings, retaining walls, boulders, fencing, area identification signs, etc. H. The proposed structures within the development demonstrate quality architectural design and the use of high quality building materials for unique design and detailing. The lasting quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. (Ord. 298, 8-4-2004) 13-3-12: APPROVAL OF PLANNED UNIT DEVELOPMENT: The developer must demonstrate that the amenities and qualities of the Planned Unit y5 Development are beneficial and in the public interest to allow the development to be approved. A substantial amount of the design qualities identified in Section 13-3-11 of this chapter shall be found to be present in order to approve a PUD. The amount of amenities and type of qualities that constitute an acceptable PUD are at the sole discretion of the City Council to determine. (Ord. 298, 8-4-2004) 13:3-13: REDEVELOPMENT PUDs: A property owner may apply for a redevelopment PUD for their property, if the property meets the criteria outlined in this section. Such redevelopment PUDs shall only be used for lot splits. PUDs on all other subdivisions shall follow the normal PUD requirements laid out in this chapter. All provisions of City Code chapter 13-3 shall apply to redevelopment PUDs except for section 13-3-11. A redevelopment PUD may be permitted if the subject property meets the following standards: A. The existing principal structure on the property is at least 30 years old, or does not meet current building codes, or has a blighting effect on the surrounding neighborhood, and will be removed as part of the redevelopment of the property. B. The houses built on the new lots would be similar in size and architectural design to those in the surrounding neighborhood. Architectural plans must be included in the application for a redevelopment PUD and approved by the Council. (Amd. 2/20/07, Ord. 341) Lkol 5. Location of 100 -year floodplain areas and floodway districts from \napted maps or data; and cntourrepresenting the ordinary high water level, the "toe" ofbluffs, and the minimum building setback distances from e bluff and the lake or stream. D. Dedications: en aland or easement dedication is a condition of subdivision appro al, the approval must provide easement over natural drainage or pondin reas for management of storm water and significant wetlands. E. Platting: 1. All subdivisions that create five (5) or ore lots or parcels that are two and one-half (2 1/2) acres or less in size s II be processed as a plat in accordance with Minnesota Statutes Chapte 05. No permit for construction of buildings or sewage treatment s tems shall be issued for lots created after these official controls were enac d, unless the lot was approved as part of a formal subdivision. (Ord. 108, -20-1994) 2. Shoreland Plats: All plats in shoreland areas shall be s mitted to and reviewed by the State Division of Waters, Soils and Mineral efore final action by the City. (Amended Ord. 8, 10-21-1970) F. Controlled Access Or Recreational Lots: Lots intended as controlle access to public waters or for recreation use areas for use by non ripa ' n lots within a subdivision must meet or exceed the sizing criteria in _ Subsection 13-4-6A4 of this chapter. (Ord. 108, 9-20-1994) Sno�1..�5 SecF,a,.a G\V 13-4-9: PLANNED UNIT DEVELOPMENTS (PUDS)1: A. Types Of PUDs Permissible: Planned Unit Developments (PUDs) are allowed for new projects on undeveloped land, redevelopment of previously built sites, or conversions of existing buildings and land. The land use districts in which they are an allowable use are identified in the land use district descriptions in Subsection 13-4-513 of this chapter and per Title 12, Chapter 12 of this code. B. Processing PUDs: Planned Unit Developments must be processed as a conditional use. The expansion to an existing commercial PUD involving six (6) or less new dwelling units or sites since the date this chapter was See also chapter 3 of this title. 417 adopted is permissible, provided an Amended Conditional Use Permit is granted and the total project density does not exceed the allowable densities calculated in the project density evaluation procedures in Subsection E of this section. The provisions of Title 12, Chapter 12 and Section 12-15-6 of this code shall apply. Approval cannot occur until the Environmental Review Process (EAW/EIS) is complete. C. Application For PUD: The applicant for a PUD must submit the following documents (in addition to the requirements as specified in Title 11 and Title 12, chapter 12 of this code) prior to final action being taken on the application request: 1. A site plan and/or plat for the project showing location of property boundaries, surface water features, existing and proposed structures and other facilities, land alteration, sewage treatment and water supply systems (where public systems will not be provided), and topographic contours at ten foot (10') intervals or less. When a PUD is a combined commercial and residential development, the site plan/plat must indicate and distinguish which buildings and portions of the project are residential, commercial, or a combination of the two (2). 2. A property owner association agreement (for residential PUDs) with mandatory membership, all in accordance with the requirements of Subsection F of this section. 3. Deed restriction, covenants, permanent easement, or other instruments that: a. Properly address future vegetative and topographic alterations, construction of additional buildings, beaching of watercraft, and construction of commercial buildings in residential PUDs; and b. Ensure the long-term preservation and maintenance of open space in accordance with the criteria and analysis specified in Subsection F of this section. 4. When necessary, a master plan/drawing describing the project and the floor plan for all commercial structures to be occupied. 5. Those additional documents as requested by the Planning and Zoning Commission and City Council that are necessary to explain how the PUD will be designed and will function. D. Site Suitable Area Evaluation: Proposed new or expansions to existing Planned Unit Developments must be evaluated using the following procedures and standards to determine the suitable area for the dwelling unit/dwelling site density evaluation in Subsection E of this section. 1. The project parcel must be divided into tiers by locating one or more lines approximately parallel to a line that identifies the ordinary high water level at the following intervals, proceeding landward: SHORELAND TIER DIMENSIONS Unsewered Sewered (Feet) (Feet) General development lakes First tier 200 200 Second and additional tiers 267 200 Recreational development lakes 267 267 Natural environment lakes 400 320 All river classes 300 300 2. The suitable area within each tier is next calculated by excluding from the tier area all wetlands, bluffs, or land below the ordinary high water level of public waters. This suitable area and the proposed project are then subjected to either the residential or commercial Planned Unit Development density evaluation steps to arrive at an allowable number of dwelling units or sites. E. Residential And Commercial PUD Density Evaluation: The procedures for determining the base density of a PUD and density increase multipliers are as follows: allowable densities may be transferred from any tier to any other tier further from the water body, but must not be transferred to any other tier closer. 1. Commercial PUD Base Density Evaluation: The suitable area within each tier is divided by the single residential lot size standard for lakes or, for rivers, the single residential lot width standard times the tier depth, unless the City Council has specified an alternative minimum lot size for rivers which shall then be used to yield a base density of dwelling units or sites for each tier. Proposed location and numbers of dwelling units or sites for the residential Planned Unit Developments are then compared with the tier, density, and suitability analysis herein and the design criteria in Subsection F of this section. 2. Commercial PUD Base Density Evaluation: a. Determine the average inside living area size of dwelling units or sites within each tier, including both existing and proposed units and sites. Computation of inside living area sizes need not yR include decks, patios, stoops, steps, garages, or porches and basements, unless they are habitable space. b. Select the appropriate floor area ratio from the following table: *Average Unit Floor Area (Sq. Ft.) 200 300 400 500 600 700 900 1,000 1,100 1,200 1,300 1,400 1,500 Sewered General Development Lakes: First Tier On Unsewered General Development Lakes; Urban, Agricultural, Tributary River Segments 0.040 0.048 0.056 0.065 0.072 0.082 0.091 0.116 0.125 0.133 0.142 0.150 Second And Additional Tiers On Unsewered General Development Lakes; Recreational Development Lakes; Transition And Forested River Segments 0.020 0.024 0.028 0.032 0.038 0.042 0.046 1 1 1 0.054 0.058 0.064 0.068 0.072 0.075 Natural Environment Lakes And Remote River Segments 0.010 0.012 0.014 0.016 0.019 0.021 0.023 III�IYIR 0.027 0.029 0.032 0.034 0.036 0.038 *For average unit floor areas less than shown, use the floor area ratios listed for 200 square feet. For areas greater than shown, use the ratios listed for 1,500 square feet. For recreational camping areas, use the ratios listed at 400 square feet. Manufactured home sites in recreational camping areas shall use a ratio equal to the size of the manufactured home or, if unknown, the ratio listed for 1,000 square feet. c. Multiply the suitable area within each tier by the floor area ratio to yield total floor area for each tier allowed to be used for dwelling units or sites. 0 d. Divide the total floor area by tier computed in Subsection E20 of this section by the average inside living area size determined in Subsection E2a of this section. This yields a base number of dwelling units and sites for each tier. e. Proposed locations and numbers of dwelling units or sites for the commercial Planned Unit Development are then compared with the tier, density and suitability analysis herein and the design criteria in Subsection F of this section. 3. Density Increase Multipliers: a. Increases to the dwelling unit or dwelling site base densities previously determined are allowable if the dimensional standards in Section 13-4-6 of this chapter are met or exceeded and the design criteria in Subsection F of this section are satisfied. The allowable density increases in Subsection E3b of this section will only be allowed if structure setbacks from the ordinary high water level are increased to at least fifty percent (50%) greater than the minimum setback, or the impact on the water body is reduced an equivalent amount through vegetative management, topography, or additional means acceptable to the City Council, and the setback is at least twenty five percent (25%) greater than the minimum setback. b. Allowable dwelling unit or dwelling site density increases of residential or commercial Planned Unit Developments: Density Evaluation Tiers First Second Third Fourth Fifth F. Maintenance And Design Criteria: Maximum Density Increase Within Each Tier (Percent) 50 100 200 200 200 1. Maintenance And Administration Requirements: a. Before final approval of a Planned Unit Development, adequate provisions must be developed for preservation and maintenance in perpetuity of open spaces and for the continued existence and functioning of the development. b. Deed restrictions, covenants, permanent easements, public 5i dedication and acceptance, or other equally effective and permanent preservation and maintenance of open space are required. The instruments must include all of the following protections: (1) Commercial uses prohibited (for residential PUDs); (2) Vegetation and topographic alteration other than routine maintenance prohibited; (3) Construction of additional buildings or storage of vehicles and other materials prohibited; and (4) Uncontrolled beaching of watercraft prohibited. c. Unless an equally effective alternative community framework is established, when applicable, all residential Planned Unit Developments must use an owners' association with the following features: (1) Membership must be mandatory for each dwelling unit or site purchaser and any successive purchasers; (2) Each member must pay a pro rata share of the association's expenses, and unpaid assessments can become liens on units or sites; (3) Assessments must be adjustable to accommodate changing conditions; and (4) The association must be responsible for insurance, taxes, and maintenance of all commonly owned property and facilities. 2. Open Space Requirements: Planned Unit Developments must contain open space meeting all of the following criteria: a. At least fifty percent (50%) of the total project area must be preserved as open space; b. Dwelling units or sites, road rights-of-way, or land covered by road surfaces, parking areas, or structures, except water oriented accessory structures or facilities, are developed areas and shall not be included in the computation of minimum open space; c. Open space must include areas with physical characteristics unsuitable for development in their natural state, and areas 52- containing L containing significant historic sites or unplatted cemeteries; d. Open space may include outdoor recreational facilities for use by owners of dwelling units or sites, by guests staying in commercial dwelling units or sites, and by the general public; e. Open space may include subsurface sewage treatment systems if the use of the space is restricted to avoid adverse impacts on the systems; f. Open space must not include commercial facilities or uses, but may contain water oriented accessory structures or facilities; g. The appearance of open space areas, including topography, vegetation, and allowable uses, must be preserved by use of restrictive deed covenants, permanent easements, public dedication and acceptance, or other equally effective and permanent means; and h. The shore impact zone, based on normal structure setbacks, must be included as open space. For residential PUDs, at least fifty percent (50%) of the shore impact zone area of existing developments or at least seventy percent (70%) of the shore impact zone area of new developments must be preserved in its natural or existing state. For commercial PUDs, at least fifty percent (50%) of the shore impact zone must be preserved in its natural state. 3. Erosion Control And Storm Water Management: Erosion control and storm water management plans must be developed, and the PUD must: a. Be designed, and the construction managed, to minimize the likelihood of serious erosion occurring either during or after construction. This must be accomplished by limiting the amount and length of time of bare ground exposure. Temporary ground covers, sediment entrapment facilities, vegetated buffer strips, or other appropriate techniques must be used to minimize erosion impact on surface water features. Erosion control plans approved by a soil and water conservation district may be required if project size and site physical characteristics warrant; and b. Be designed and constructed to effectively manage reasonable expected quantities and qualities of storm water runoff. Impervious surface coverage within any tier must not exceed twenty five percent (25%) of the tier area; except that for commercial PUDs, thirty five percent (35%) impervious surface coverage may be allowed in the first tier of general development lakes with an 53 approved storm water management plan and consistency with Subsection 13-4-6C of this chapter. 4. Centralization And Design Of Facilities: Centralization and design of facilities and structures must be done according to the following standards: a. Planned Unit Developments must be connected to publicly owned water supply and sewer systems, if available. On site water supply and sewage treatment systems must be centralized and designed and installed to meet or exceed applicable standards or rules of the Minnesota Department of Health and Subsections 13-4- 66 and H of this chapter. On-site sewage treatment systems must be located on the most suitable areas of the development, and sufficient lawn area free of limiting factors must be provided for a replacement soil treatment system for each sewage system; b. Dwelling units or sites must be clustered into one or more groups and located on suitable areas of the development. They must be designed and located to meet or exceed the following dimensional standard for the relevant shoreland classification: setback from the ordinary high water level, elevation above the surface water features, and maximum height. Setbacks from the ordinary high water level must be increased in accordance with Subsection E3 of this section for developments with density increases; c. Shore recreation facilities, including, but not limited to, swimming areas, docks, and watercraft mooring areas and launching ramps, must be centralized and located in areas suitable for them. Evaluation of suitability must include consideration of land slope, water depth, vegetation, soils, depth -to ground water and bedrock, or other relevant factors. The number of spaces provided for continuous beaching, mooring, or docking of watercraft must not exceed one for each allowable dwelling unit or site in the first tier (notwithstanding existing mooring sites in an existing commercially used harbor). Launching ramp facilities, including a small dock for loading and unloading equipment, may be provided for use by occupants of dwelling units or sites located in other tiers; d. Structures, parking areas, and other facilities must be treated to reduce visibility as viewed from public waters and adjacent shorelands by vegetation, topography, increased setbacks, color, or other means acceptable to the City Council, assuming summer, leaf -on conditions. Vegetative and topographic screening must be preserved, if existing, or may be required to be provided; e. Accessory structures and facilities, except water oriented 5`4 accessory structures, must meet the required principal structure setback and must be centralized; and f. Water oriented accessory structures and facilities may be allowed if they meet or exceed design standards contained in Subsection 13-4-613 of this chapter and are centralized. G. Conversions: The City Council may allow existing resorts or other land uses and facilities to be converted to residential Planned Unit Developments if all of the following standards are met: 1. Proposed Conversions: Proposed conversion must be initially evaluated using the same procedures for residential Planned Unit Developments involving all new construction. Inconsistencies between existing features of the development and these standards must be identified. 2. Deficiencies: Deficiencies involving water supply and sewage treatment, structure color, impervious coverage, open space, and shore recreation facilities must be corrected as part of the conversion or as specified in the Conditional Use Permit. 3. Shore And Bluff: Shore and bluff impact zone deficiencies must be evaluated and reasonable improvements made as part of the conversion. These improvements must include, where applicable, the following: a. Removal of extraneous buildings, docks, or other facilities that no longer need to be located in shore or bluff impact zones; b. Remedial measures to correct erosion sites and improve vegetative cover and screening of buildings and other facilities as viewed from the water; and c. If existing dwelling units are located in shore or bluff impact zones, conditions are attached to approvals of conversions that preclude exterior expansions in any dimension or substantial alterations. The conditions must also provide for future relocation of dwelling units, where feasible, to other locations, meeting all setback and elevation requirements when they are rebuilt or replaced. 4. Existing Dwellings Or Sites: Existing dwelling unit or dwelling site densities that exceed standards in Subsection E of this section may be allowed to continue but must not be allowed to be increased, either at the time of conversion or in the future. Efforts must be made during the conversion to limit impacts of high densities by requiring seasonal use, improving vegetative screening, centralizing shore recreation facilities, installing new sewage treatment systems, or other means. (Ord. 108, Rum Riv rkum River 0. e ' Centro? Regionals �- Park %1 1 e Martins Meadow / Park/Open Space r LI Phase 1 i i - 1 F 1 r r V 17 h,AV r yy / Avenue C r r � �� wenaMf' . _. �•_ o Vv- nIl``t ` .. .F •a+i 7 L A N D F O R M nom Site to Finish � � Development Data PUD Development Plan - Phase 2 PETERSEN FARMS • Andover, MN 08.19.2020 Open .. • Data Item Shoreland Overlay Development Gross Developable Area 140.2 acres Net Developable Area 84.4 acres Open Space Area 72.4 acres Number of Lots 48 Percent Open Space in Shoreland Overlay District 52% 52% Open Space - waterbody, shoreland setback, wetlands, wetland buffers, dedicated park/open space Trail Connection to open space Parking for Martin Meadows RECEIVED From code Section 13.4-9 (F)(2) b. Dwelling units or sites, road rights-of-way, or land covered by road surfaces, parking areas, or structures, except water oriented accessory structures or facilities, are devel- oped areas and shall not be included in the computation of minimum open space; c. Open space must include areas with physical characteristics unsuitable for develop- ment in their natural state, and areas containing significant historic sites or unplatted cemeteries; d. Open space may include outdoor recreational facilities for use by owners of dwell- ing units or sites, by guests staying in commercial dwelling units or sites, and by the general public; e. Open space may include subsurface sewage treatment systems if the use of the space is restricted to avoid adverse impacts on the systems; f. Open space must not include commercial facilities or uses, but may contain water oriented accessory structures or facilities; g. The appearance of open space areas, including topography, vegetation, and allow- able uses, must be preserved by use of restrictive deed covenants, permanent ease- ments, public dedication and acceptance, or other equally effective and permanent means; and h. The shore impact zone, based on normal structure setbacks, must be included as open space. For residential PUDs, at least fifty percent (50%) of the shore impact zone area of existing developments or at least seventy percent (70%) of the shore impact zone area of new developments must be preserved in its natural or existing state. For commercial PUDs, at least fifty percent (50%) of the shore impact zone must be preserved in its natural state. ANDOVER Tier Unsuitable Total Area Area (Acres) (Acres) Density Suitable Area (Acres) Data Base Bonus Base7ftp��o�sed Density Density* (# lots) (# lots) 1 31.1 7.8 23.2 9.3 13.8 9 2 31.4 10.8 20.7 8.3 16.5 12 3 32.9 11.6 21.3 8.5 25.6 9 4 26.3 6.8 19.5 7.8 23.4 18 Total 121.7 37.0 84.7 33.9 79.4 48 *Bonus Base Density: To Qualify: • Structure setbacks from the OHWL must be at least 50% greater than the minimum setback, or, • The impact on the waterbody is reduced an equivalent amount through vegetative management, topography, or additional acceptable means, and the setback is at least 25% greater than the minimum setback. AUG 2, 0 2020 Legend ® Trail Connection to open space 0 Parking for Martin Meadows CITY Or ANDOVER 0.8 Ac 0.94 Ac • i 0.71 Ac • 0.83 Ac 0.86 Ac • 0.68 Ac • 4.84 Ac O NORTH RECEIVE c AUG 2 0 2020 CITY OF ANDOVER Lots don't meet 1 acre upland requirement • Taking out major stormwater and ponding easements, wetlands, bluffs, and 100 year floodplain (2) • Taking out major stormwater and ponding easements, wetlands, bluffs, and 13213 floodplain (5) / gm ;VED AUG 2 0 20105`t CITY Or ANDOVER Lots don't meet 1 acre upland requirement 100 -year floodplain (2) 1326 floodplain (5) Lot # Upland Area to Upland Area to wetland boundary 100 -yr floodplain (acres) boundary (acres) Upland Area to B2B floodplain boundary (acres) 11 1.32 1.0 • 0.82 13 1.02 • 0.94 • 0.71 14 1.12 1.04 • 0.83 15 1.47 • 0.86 • 0.68 16 1.14 1.11 0 0.84 Legend - Wetland ROW 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council Members CC: Jim Dickinson, City FROM: Joe Janish, Community SUBJECT: Consider Preliminary Plat — The Meadows at Petersen Farms (46 — single family rural lots) — PIDS: 07-32-24-42-0002, 07-32-24-43-0003, 07-32-24-31-0001, 07-32-24-34- 0002 — JD Andover Holdings - Planning DATE: September 1, 2020 INTRODUCTION The City Council is asked to review a Preliminary Plat for The Meadows at Petersen Farms. Conformance with Local Plans and Ordinances 1. The property is not located in the Metropolitan Urban Service Area (MUSA). 2. Pending tonight's action; the Planning Commission considered a Planned Unit Development (PUD) for this property as well prior to this agenda item. Street Access Public street access to The Meadows at Petersen Farms would be provided from 165'h Ave NW. Future access could be available with the connection of Navajo Street to Inca Street — but there are no plans at this time for that connection. Additional access is expected to occur as future development occurs within the area. When future phases develop, two additional connections to 7t° Avenue (a.k.a Roanoke St.) would occur. The PUD allows the roadways to be 27 feet of pavement and 18 inch ribbon curb on each side of the roadway, for a total street width of 30 feet. The two cul de sac exceeds the 500 foot maximum requirement; however as part of the previous agenda item, it may have been approved. The access point at Inca St. and 165`h Avenue allows for a 4 way intersection (this will not be a 4 way stop) which has been proven in transportation studies to be much safer vs. offset intersections. This location also provides better site lines and reaction time as the intersections are approximately 750 feet from 7`h Avenue. In the future Guarani Street has the ability to continue to the south to serve that particular property. If it were to connect to 165'x' Ave NW the County would have to approve the access spacing. However, there are no proposed developments for this property to provide the connection to 165'h Ave NW. Jivaro Street/Inca Street During discussions of past approvals the City Council directed the developer and two residences to the North to discuss access from any re -alignment of the roadway. One of the residences has provided a letter for the Planning and Zoning Commission and City Council to review and provides a timeframe of events that they have compiled. The resident had asked the Commission to specifically have time to review this information prior to our meeting. This information is also included within the agenda item for the City Council to review as well. Since receiving direction from the City Council, it is staff s understanding that several meetings have occurred between the two parties. It is also staff's understanding at the time of writing this agenda item that an agreement has not yet been achieved. The Planning and Zoning Commission took testimony in regards to this item during the public hearing. The applicant had requested the Andover Planning and Zoning Commission to consider an 18 foot easement from the proposed Inca alignment to the current location of Javiro to service the two residences. City Attorney Baumgartner indicated that he would not recommend including the language in the resolution. Mr. Baumgartner stated the two parties should continue to work out an agreement, because if the City as the assignee of the easement has to determine an outcome, neither party may be satisfied with the outcome. The applicant has provided a letter to reiterate their position and in an attempt to provide an interim solution on the access matter. The interim solution provided by the applicant provides a draft easement for council consideration. City staff has several concerns related to emergency vehicle access, maintenance and proposed design standards. Anoka County Highway Department (ACRD) Anoka County Highway Department is in process of reviewing the improvements for the development that will be located within the County right of way. Sewer and Water Access City Water and Sewer are not expected to serve the area as the property is located a significant distance from the MUSA. Each individual property will be serviced by private septic systems and private wells. Lower Rum River Watershed Management Organization (LRRWMO) The City of Andover continues to have correspondence with the LRRWMO and the applicant has submitted their permit(s). Coordination with other Agencies The developer and/or owner are responsible to obtain all necessary permits (Minnesota Department of Natural Resources, U.S. Army Corp of Engineers, LRRWMO, Minnesota Pollution Control Agency, LGU and any other agency that may have an interest in the site). Initial contact shall be made with the City Engineering Department regarding this item. Tree Preservation/Landscaping As part of the preliminary plat the applicant has provided a tree preservation plan. As part of the PUD the applicant(s) for homes will be required to provide a tree preservation plan for each lot as the building permits are being requested. The applicant has also provided a requirement for each lot to meet a set standard for landscaping requirements noting three trees from a list will need to be planted with the exception of some wooded lots. Trees are impacted as part of the development. One area where many trees are impacted is due to the Inca Street alignment at the south. This alignment is more favorable from a transportation planning aspect as it will create a 4 way intersection vs. offset intersection. This location also provides better site lines and reaction time as the intersections are approximately 750 feet from 7' Avenue. Park and Recreation Commission Recommendation Currently 33.9 acres of trees. Tree removal of 8 acres *Orange is tree removal The Park and Recreation Commission reviewed the preliminary plat on August 20, 2020. The Park and Recreation Commission is recommending cash in lieu of land for Phase 2. The developer is proposing to construct a trail in the location of the former East/West roadway between Phase 1 and Phase 2. This would be a wood chipped trail with a public easement over the area, but maintained by the Home Owners Association. Lots Each of the 46 lots meet the minimum lot width, depth and area requirements of the PUD. If the PUD Amendment was approved by City Council as the previous agenda item would have addressed lots with floodplain challenges. Minimum lot size requirements are as follows: Lot size: 1.5 acre Lot width: 100 feet Lot depth: 150 feet PLANNING AND ZONING COMMISSION ACTION The Planning and Zoning Commission conducted a Public Hearing on August 25, 2020 utilizing Zoom and provided a recommendation of denial (5 in favor — 2 against (Koehler, VanderLaan)). The reason for denial was the two residences to the North and the applicant have not determined a solution to the access at this time. The link to the meeting can be found on QCTV.org or by following this link: h"://cictv.org/city meeting/andover-planning-8-25-2020/. During the Public Hearing the following comments were received: • The intent of the easement was to provide access to only the 40 -acre parcel, not two parcels. • The easement is for the Luedtke's, not the larger parcel. • City accepted the easement from Luedtke's and approved the building permits. • The intent of the easement was to serve the Luedtke's to provide access to their home. • The rules keep changing on this project (referenced PUD changes) but the rules are there for a reason and the City needs to hold the developer to the rules • City took responsibility for the road (min. maintenance road) and now needs keep that as a City street in that location for the two residences to the North of the proposed development. • A lot of work was required from the homeowner to survey, secure an easement, and split the property so that they could build their home on their property, and asked that the Planning Commission view the situation from their perspective of potentially having their access cut off. • Until the last couple of weeks the "access options" involved one resident giving up part of their property to solve the neighbor's access. • Previous options, until recently, were not workable. Residents have not had time to consider the most recent proposal and in any event would want to have everything signed for the agreement (not just hand shake deal). • Two residences have been working with the developer and are trying to figure all of this out. • Even if there is an agreement for a land swap they wouldn't want it rushed. • (staff read email) — strongly supports the roundabouts at 7th Avenue adjacent to this project, and asked to make the construction of said roundabouts conditioned to approval of the preliminary plat. Commissioner comments: • Were the building permits issued (for Luedtke's and McDonald's) for the homes valid? • What would happen if the properties to the North of the development did not have the 300 feet of frontage on an improved street? • Suggested that an approval for access to the properties to the North should be conditioned on a solution acceptable to all three parties. • If conditioned on a solution acceptable to all three parties then if one parry held out on an agreement, they would prevent any agreement for the other two. • Requested to have the item continued to a future Planning and Zoning Commission agenda. • Questioned how this has come this far without having a resolution on the access. • Suggest denial of the plat as it is just not ready, without providing for an agreed upon access to the two residences. 0 UPDATED INFORMATION On August 19, 2020 the applicant provided updated drawings and information which was not fully included for the Planning and Zoning Commission. This information was provided to the City of Andover in order to meet City Comments in letters dated August 12, 2020. This information has been included for the City Council to review, as staff has completed the review of the information submitted. During the Planning and Zoning Commission hearing it was stated a new plan set had been received and staff indicated the applicant removed 83 comments, and staff provided an additional 29 comments in Review #3. Again, Review 43 is now included within this agenda item, and the drawings/information used to generate Review #3 is included in this agenda item. The Engineering comments also now cover the last item that remained on the Planning comments, therefore a Planning comment letter is not provided. ACTION REQUESTED City staff has prepared two draft resolutions; one for approval based which would disagree with the Planning and Zoning Commission and one for denial resolution based on discussions and direction of the Planning and Zoning Commission. The current 60 -day timeline ends on September 6, 2020. Please keep in mind, resolutions are not formally adopted by the Planning and Zoning Commission the resolution adopted by the City Council will be the official record for the City. Attachments Resolution of Approval . 6 Resolution of Denial 9 Location Map .12 Engineer Comments, dated August 25, 2020 .13 Resident letter and information related to access to the North .16 Applicant Letter .54 Preliminary Plat Set .59 Reectfull Sub tted, Joe Janis Community Development Director Cc: - Jason Osberg, MetrwMde Development, 15356 Yukon St. NW, Andover, MN 55304 - Darren Lazan, Landform Professional Services, LLC 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 - Kevin Shay, Landform Professional Services, LLC 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 - Diane Park, 1524 155th Lane NW, Andover, MN 55304 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "Meadows at Petersen Farms" FOR PROPERTY LEGALLY DESCRIBED AS; For the purposes of these descriptions, the east line of the Southeast Quarter of the Northeast Quarter of Section 7, Township 32, Range 24, is assumed to bear South 01 degree 06 minutes 09 seconds East. The Northwest Quarter of the Southeast Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota. And That part of Southeast Quarter of the Northeast Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota, described as follows: Beginning at the Southwest corner of said Southeast Quarter of the Northeast Quarter; thence North 89 degrees 58 minutes 14 seconds East, along the South line of said Southeast Quarter of the Northeast Quarter, a distance of 355.14 feet; thence North 19 degrees 10 minutes 32 seconds West a distance of 296.98 feet; thence North 25 degrees 50 minutes 00 seconds West a distance of 620.12 feet to the West line of said Southeast Quarter of the Northeast Quarter; thence southerly along the West line of said Southeast Quarter of the Northeast Quarter to the Point of Beginning. And That part of Northeast Quarter of the Southeast Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota, described as follows: Beginning at the Northwest corner of said Northeast Quarter of the Southeast Quarter; thence North 89 degrees 58 minutes 14 seconds East, along the North line of said Northeast Quarter of the Southeast Quarter, a distance of 355.14 feet; thence South 19 degrees 10 minutes 32 seconds East a distance of 291.56 feet; thence South 13 degrees 10 minutes 07 seconds East a distance of 543.89 feet; thence South 01 degrees 05 minutes 52 seconds East a distance of 40.97 feet; thence South 66 degrees 00 minutes 00 seconds East a distance of 95.45 feet; thence easterly a distance of 317.52 feet along a tangential curve concave to the North, having a radius of 725.00 feet, and a central angle of 25 degrees 05 minutes 35 seconds; thence North 88 degrees 54 minutes 25 seconds East tangent to the last described curve a distance of 226.12 feet; thence South 01 degrees 05 minutes 35 seconds East a distance of 50.00 feet; thence South 88 degrees 54 minutes 25 seconds West a distance of 226.12 feet; thence westerly a distance of 339.42 feet along a tangential curve concave to the North, having a radius of 775.00 feet, and a central angle of 25 degrees 05 minutes 35 seconds; thence North 66 degrees 00 minutes 00 seconds West tangent to the last described curve a distance of 72.03 feet; thence South 01 degrees 05 minutes 52 seconds East a distance of 404.73 feet to the South line of said Northeast Quarter of the Southeast Quarter; thence westerly along said South line to the Southwest corner of said Northeast Quarter of the Southeast Quarter; thence Northerly along the West line of said Northeast Quarter of the Southeast Quarter to the Point of Beginning. And That part of the Southwest Quarter of the Southeast Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota, lying West of the East 701.69 feet thereof, And That part of the Northeast Quarter of the Southwest Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota, described as follows; Beginning at the southeast corner of said Northeast Quarter of the Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West, along the south line of said Northeast Quarter of the Southwest Quarter, a distance of 563.74 feet; thence North 02 degrees 09 minutes 06 seconds West a distance of 366.16 feet; thence North 42 degrees 15 minutes 47 seconds West a distance of 150.67 feet; thence North 50 degrees 50 minutes 49 seconds West a distance of 239.20 feet; thence North 27 degrees 50 minutes 36 seconds East a distance of 574.09 feet; thence South 79 degrees 45 minutes 31 seconds East a distance of 167.87 feet; thence South 62 degrees 37 minutes 08 seconds East a distance of 474.51 feet to the east line of said Northeast Quarter of the Southwest Quarter; thence South 00 degrees 37 minutes 23 seconds East, along said east line of said Northeast Quarter of the Southwest Quarter, a distance of 886.77 feet to the Point of Beginning. M. , That part of the Southeast Quarter of the Southwest Quarter of said Section 7, lying Northerly, easterly and Northeasterly of a line described as follows: Commencing at the southeast corner of said Southeast Quarter of the Southwest Quarter; thence North 00 degrees 37 minutes 23 seconds West, along the East line of said Southeast Quarter of the Southwest Quarter, a distance of 493.90 feet to the Point of Beginning; thence Northwesterly a distance of 250.89 feet along a non-tangential curve concave to the North having a radius of 455.00 feet, a central angle of 31 degrees 35 minutes 38 seconds, a chord length of 247.73 feet and a chord bearing of North 80 degrees 06 minutes 33 seconds; thence North 00 degrees 00 minutes 00 seconds East a distance of 513.77 feet; thence North 51 degrees 54 minutes 00 seconds West a distance of 417.52 feet to a point on the North line of said Southeast Quarter of the Southwest Quarter, distant 563.74 feet west of the Northeast corner thereof and there terminating. And That part of 168th Avenue N.W. as dedicated on the plat of PRESERVE AT PETERSEN FARMS that lies westerly of the southerly extension of the easterly line of Lot 14, Block 2, of said PRESERVE AT PETERSEN FARMS. WHEREAS, Landform on behalf of JD Andover Holdings has requested approval of a preliminary plat for Meadows at Petersen Farms; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat; and WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommends denial of the preliminary plat to the City Council; WHEREAS, the Planning and Zoning Commission has indicated that without an agreed upon access to the properties to the North the plat does not provide suitable access to the Luedtke and McDonald property; 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 approves the Preliminary Plat of Meadows at Petersen Farms with the following conditions: 1. City of Andover staff comments dated August 25, 2020, Lower Rum River Watershed Management Organization comments, and Anoka County Highway Department comments shall be satisfactorily addressed prior to any grading of the site. The Andover Engineering Department will determine when all items have been addressed. 2. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat. 3. One building permit may be issued for the proposed platted area, however no additional building permits will be issued until the final plat has been recorded with Anoka County. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 4. Temporary cul-de-sac easement(s) shall be provided. Separate documents shall be required for each temporary cul-de-sac easement on each lot, to be recorded with the final plat. 5. Vehicle Maintenance Access (VMA) Easements shall be provided. Separate documents shall be required for each VMA on each lot, to be recorded with the final plat. 6. Such plat approval is contingent upon the requested Planned Unit Development Amendment. 7. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 8. Turn lane improvements shall be constructed as approved by Anoka County Highway Department to address current and future safety concerns. 9. Vacation of Javiro Street right of way shall occur at time of final plat. 10. Vacation of that portion of 1681h Ave NW shall occur with the appropriate Final Plat, and land shall be deeded to abutting properties. 11. The Developer shall maintain all utility service to the two properties to the North while the development is under construction. 12. Developer shall provide appropriate and reasonable access for homeowners residing at 16927 Jivaro St NW and 16932 Jivaro St NW and emergency vehicle access to said address during construction of the proposed development. Adopted by the City Council of the City of Andover this day of , 2020. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Julie Trude, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION DENYING THE PRELIMINARY PLAT OF "Meadows at Petersen Farms" FOR PROPERTY LEGALLY DESCRIBED AS; For the purposes of these descriptions, the east line of the Southeast Quarter of the Northeast Quarter of Section 7, Township 32, Range 24, is assumed to bear South 01 degree 06 minutes 09 seconds East. The Northwest Quarter of the Southeast Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota. M.,4 That part of Southeast Quarter of the Northeast Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota, described as follows: Beginning at the Southwest corner of said Southeast Quarter of the Northeast Quarter; thence North 89 degrees 58 minutes 14 seconds East, along the South line of said Southeast Quarter of the Northeast Quarter, a distance of 355.14 feet; thence North 19 degrees 10 minutes 32 seconds West a distance of 296.98 feet; thence North 25 degrees 50 minutes 00 seconds West a distance of 620.12 feet to the West line of said Southeast Quarter of the Northeast Quarter; thence southerly along the West line of said Southeast Quarter of the Northeast Quarter to the Point of Beginning. And That part of Northeast Quarter of the Southeast Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota, described as follows: Beginning at the Northwest corner of said Northeast Quarter of the Southeast Quarter; thence North 89 degrees 58 minutes 14 seconds East, along the North line of said Northeast Quarter of the Southeast Quarter, a distance of 355.14 feet; thence South 19 degrees 10 minutes 32 seconds East a distance of 291.56 feet; thence South 13 degrees 10 minutes 07 seconds East a distance of 543.89 feet; thence South 01 degrees 05 minutes 52 seconds East a distance of 40.97 feet; thence South 66 degrees 00 minutes 00 seconds East a distance of 95.45 feet; thence easterly a distance of 317.52 feet along a tangential curve concave to the North, having a radius of 725.00 feet, and a central angle of 25 degrees 05 minutes 35 seconds; thence North 88 degrees 54 minutes 25 seconds East tangent to the last described curve a distance of 226.12 feet; thence South 01 degrees 05 minutes 35 seconds East a distance of 50.00 feet; thence South 88 degrees 54 minutes 25 seconds West a distance of 226.12 feet; thence westerly a distance of 339.42 feet along a tangential curve concave to the North, having a radius of 775.00 feet, and a central angle of 25 degrees 05 minutes 35 seconds; thence North 66 degrees 00 minutes 00 seconds West tangent to the last described curve a distance of 72.03 feet; thence South 01 degrees 05 minutes 52 seconds East a distance of 404.73 feet to the South line of said Northeast Quarter of the Southeast Quarter; thence westerly along said South line to the Southwest corner of said Northeast Quarter of the Southeast Quarter; thence Northerly along the West line of said Northeast Quarter of the Southeast Quarter to the Point of Beginning. And That part of the Southwest Quarter of the Southeast Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota, lying West of the East 701.69 feet thereof; And That part of the Northeast Quarter of the Southwest Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota, described as follows; Beginning at the southeast corner of said Northeast Quarter of the Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West, along the south line of said Northeast Quarter of the Southwest Quarter, a distance of 563.74 feet; thence North 02 degrees 09 minutes 06 seconds West a distance of 366.16 feet; thence North 42 degrees 15 minutes 47 seconds West a distance of 150.67 feet; thence North 50 degrees 50 minutes 49 seconds West a distance of 239.20 feet; thence North 27 degrees 50 minutes 36 seconds East a distance of 574.09 feet; thence South 79 degrees 45 minutes 31 seconds East a distance of 167.87 feet; thence South 62 degrees 37 minutes 08 seconds East a distance of 474.51 feet to the east line of said Northeast Quarter of the Southwest Quarter; thence South 00 degrees 37 minutes 23 seconds East, along said east line of said Northeast Quarter of the Southwest Quarter, a distance of 886.77 feet to the Point of Beginning. And That part of the Southeast Quarter of the Southwest Quarter of said Section 7, lying Northerly, easterly and Northeasterly of a line described as follows: Commencing at the southeast corner of said Southeast Quarter of the Southwest Quarter; thence North 00 degrees 37 minutes 23 seconds West, along the East line of said Southeast Quarter of the Southwest Quarter, a distance of 493.90 feet to the Point of Beginning; thence Northwesterly a distance of 250.89 feet along a non-tangential curve concave to the North having a radius of 455.00 feet, a central angle of 31 degrees 35 minutes 38 seconds, a chord length of 247.73 feet and a chord bearing of North 80 degrees 06 minutes 33 seconds; thence North 00 degrees 00 minutes 00 seconds East a distance of 513.77 feet; thence North 51 degrees 54 minutes 00 seconds West a distance of 417.52 feet to a point on the North line of said Southeast Quarter of the Southwest Quarter, distant 563.74 feet west of the Northeast corner thereof and there terminating. And That part of 168th Avenue N.W. as dedicated on the plat of PRESERVE AT PETERSEN FARMS that lies westerly of the southerly extension of the easterly line of Lot 14, Block 2, of said PRESERVE AT PETERSEN FARMS. WHEREAS, Landform on behalf of JD Andover Holdings has requested approval of a preliminary plat for Meadows at Petersen Farms; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat; and WHEREAS, as a result of such public hearing, the Planning Commission recommends denial of the preliminary plat to the City Council; and 10 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 denies the Preliminary Plat of Meadows at Petersen Farms due to the following reasons: Without an agreed upon access to the properties to the North the plat does not provide suitable access to the Luedtke and McDonald property 2. 3. Adopted by the City Council of the City of Andover this day of , 2020. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Julie Trude, Mayor 11 LOCATION MAP 1 • Best attempt to "hand" mark the location of the proposed pretiminaryplat area. N 12 i3 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMOAUNDDM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: August 25, 2020 REFERENCE: Meadows at Petersen Farms / Grading, Drainage & Erosion Control Plan/Review 43 The following comments have vet to be completed regarding Review #1: 1. Need to obtain the necessary permits from the DNR, US Army Corps ofEngineers, LRRWMO, MPCA, Anoka County Highway Department, and any other agency that that is interested in the site. Pending. Comment kept for tracking. 4. Need to provide a secondary roadway connection to the Preserve at Petersen Farm (1St Addition). Pending. Developer is pursuing option to acquire property south of Is' Addition currently vacant and may be heading to foreclosure. Approval of thispreliminaryplat should be contingent on securing a second access to the Preserve at Peterson Farms as identified on the original PUD. Comment keptfor tracking. 8. Show soil boring locations on all relevant plan sheets, Removals, Site, Grading, Storm, Streets, etc. Note done. They show up on existing conditions, but need to include on grading plans (C3.0, C3.1, etc.) 75. Sheet C3.4: What is proposed for access for the two existing property owners north of the plat? Pending. No resolution yet to access issue. Developer continuing discussions with adjacent owners. 108. Need to provide separate long-term maintenance agreements that will be recorded with each property for the infiltration basin/rain garden maintenance. A sample agreement is available from the City if needed. Pending. Comment kept for tracking purposes. The following comments have vet to be completed regarding Review #1A: 203. Sheet C0.2 and all relevant sheets: The trail alignment to the east to 1St Addition is outside of the plat boundaries. Provide recordable 20' wide trail easement documents over 1" Addition trail alignment, or revise trail alignment so it is within the plat boundaries. Revising the trail alignment does not appear feasible as it would cut through standing water in the wetland. Pending. Developer working with adjacent properties on grading and easement documents. 247. Sheet C3.6: Will 166th Avenue be graded to the extent shown on this plan? If not, clearly define grading limits for this plat. Grading limits pending excess material available, which is acceptable. Proposed profile shows up to 10' of fill, will this work with ultimate plat grading or is this intended as a temporary stockpile? Grading location will cut off drainage from the south, install a temporary 24" culvert under the proposed berm/future roadway alignment. Smaller culvert would be acceptable if calculations provided. Provide additional contour elevation labels on berm. Property owner will need to apply for an IUP with stipulations to allow stockpile outside of plat boundaries. This is a separate process which will need to be approved by the City Council. 269. Sheet C6.10 and C6.11: Submit to ACHD for review. Complete any comments they have. Provide copy to City of ACHD comments or approval of design. Application submitted to ACHD. Pending comments from ACHD. The following comments have vet to be completed regarding Review 42: 208. Sheet C3.1: Label EOF and elevation 885.25 across existing Jivaro alignment for Pond 183. Not done. Iy 209. Sheet C3.1: Low area in northeast corner of 165th/Jivaro is landlocked. Try to ditch out to the east towards Inca Street. Otherwise, it needs to be modeled (like last submittal, but can't pond in right of way). Due to trees and potential steep ditch grade developer chose to leave basin as is, which is acceptable to the City. However, the low area needs to be modeled and HWL information provided on the plan and D& UE dedicated over the HWL. If basin HWL is not at least 2' above low floor elevation of adjacent lot (FBLO), Darcy's Law calculations or water mounding calculations (similar to Is` Addition) are required to verify that basin elevation will not impact low floor. 218. Sheet C3.1 -C3.6: In legend behind "Floodplain A / B" add "100 -Year" to A and `B -B 100 Year" to B. Not done. See mark up on Sheet C3.1. 223. Sheet C3.2: Revise contours at OCS so they wrap into the OCS outlet elevation. Not done. Wrap 881 contour into structure where the inlet is. 224. Sheet C3.2: Revise D&UE for the floodplain mitigation areas on Lots 15, 16 and 17 into the D&UE. Not done. 226. Sheet C3.2: Adjust D&UE on rear of Lot 5 to minimize the D&UE on west side of Pond 32. Not done. 228. Sheet C3.3: For wetland 3 label, add "100 Year" and `B -B 100 Year" to water elevations. Not done. 237. Sheet C3.5: Adjust D&UE so it covers the drainage swale on rear of Lot 8, Block 1. Also make sure VMA is within the D&UE. Revise upland area table accordingly. Partially completed. Appears new D& UE lines were drawn but old lines also remain where VMA was outside of easement. 252. Sheet C4.3: Add safety aprons to FES 3-4, and 5-6. Not done. Add the word "Safety" to profiles. 259. Sheet C7.3: For Detail 3, make sure all elevations match revised hydrology report. Data is missing from table for all OCS's. Fill out table and verify it matches model and other plan sheets. The following comments are regarding Review #3: 301. Sheet CO. 1: Correct Sheet C3.0 description to "Grading & Drainage Sheet Index." Revise sheet descriptions for L2.1 to L2.4 to be "Landscape & Erosion Control Plan....." 302. Sheet C0.2 & C0.3 and all applicable sheets: Update D&UE's per following comments. 303. Sheet C3.0: Asterisks are missing in the Lot Tabulation referencing notes (see last iteration of plans, they were in there then). Print lot tabulation so text is clearer. Refer to redlines for numerous revisions needed for lot tabulation. Change header of "100 -Year Flood Elevation" to "High Water Level Elevation" as it's based upon the critical event, some are back to back events. 304. Sheet C3.0 and all applicable sheets: The following lots do not meet the 2' above the HWL criteria for minimum low floor elevations: Lot 8, Block 1; Lot 7, Block 2; Lots 3, 9, 16 & 17, Block 3; Lot 2, Block 4. Some of these can be slightly raised to meet the requirement. Others may require a combination of lowering basin HWL's, raising low floors, or submitting Darcy's Law / Mounding calculations (similar to 1St Addition required calculations). If low floors can be substantiated with mounding calculations/Darcy's Law, a footnote needs to be added identifying those lots in the lot tabulation. Refer to Preserve at Peterson Farms approved plans for note to add to Lot Tabulation referencing hydraulic review and approval by LRRWMO. 305. Sheet C3.1: Revise Pond 34 EOF elevation to 878.00 to match model. 306. Sheet C3.1: Correct overlapping text in legend. 307. Sheet C3.1: Extend street construction limits of 166th Avenue to west plat boundary. 308. Sheet C3.2: Revise Vehicle Maintenance Access on Lots 16 and Lots 17, Block 3 so it stays within the plat boundaries and outside of the floodplain. Revise D&UE accordingly. 309. Sheet C3.3: Round contours in rear or Lot 10, Block 3. 310. Sheet C3.4 & C3.5: The Vehicle Maintenance Access on Lot 12, Block 2 can be removed, access for OCS will be from roadway. Delete 100 -Year B -B elevation information from Basin 115 (it's not landlocked) and revised D&UE on Lot 11 on east side of Basin 115 so it only goes up to the HWL. 311. Sheet C3.5: Revise D&UE on southeast corner of Lot 10, Block 1 to encompass flow path for ditch. is 312. Sheet C3.5: Reverse flow direction arrow on culvert under driveway for Lot 1, Block 2, appears it will flow south? 313. Sheet C3.7: Revised Basin 12 inlet FES to 888.3. 314. Sheet C3.8: Label OCS #, Rim Elevation and add note similar to other basins "Skimmer Structure See Detail C7.3/3" for Basins 51 and 115. 100 -Year B -B info can be deleted from Basin 115. 315. Sheet C3.9: Label OCS 38 for Basin 38 and OCS 181 for Basin 181. 316. Sheet C3.9: Revise overflow elevation in plan view to 878.00 to match model and detail. Revise top of bank elevation in detail to 879.05. 317. Sheet C4.1: Pipe lengths and grades out of Basin 181 and Basin 38 do not match model. 318. Sheet C4.1: Add the word "safety" to FES 1100 and 1101. 319. Sheet C4.1: For FES 700, call out equivalent arch pipe dimensions similar to pipe. Review if pipe needs to be longer looking at proposed profile grade over the pipe. 320. Sheet C4.2: Correct CB 902 label in profile. 321. Sheet C4.3: Lower grade between STMH 201 and FES 200 by 0.8' (inadvertently raised in Review #2). 322. Sheet C4.3: Show corrected D&UE around the VMA for Lot 9, Block 1. 323. Sheet C6.5: Revised sag vertical curve length to 165' to meet design speed. 324. Sheet C6.9: Correct overlapping D&UE lines, maintain VMA in D&UE. 325. Sheet C6.13: Revise minimum profile grade to 0.5%. Depth of fill between stations 3+00 - 10+00 is substantial. Does this fit with proposed grading for future phases? Grading of the roadway to this elevation may create drainage issues, add temporary culvert under berm. Show schematic proposed contours on how this would fit into future development / grading. Ensure that proposed grades for 166th Avenue adjacent to plat will fit with future development to the west so future grading not needed on Lot 21. Stockpiling of this material outside of the plat boundaries will require an IUP and approval by the City Council. 326. Sheets L2.1-2.4: Add "& Erosion Control" into sheet names. 327. Review redlined plans for all comments. 328. Additional items pending further review. The following comments have vet to be completed regarding Review #1 of the Hydrology Report: 5. An O&M agreement shall be provided and recorded for maintenance of ditch checks and infiltration basins/min gardens. Pending. Keptfortraclang. The following comments are regarding Review #3 of the Hydrology Report: 301. Add a pond node and model the low area in the proposed model that is Pond 33 in the existing model in northeast corner of Jivaro/165th Avenue. Add symbol to Proposed Map 4. 302. For Pond 34P, revise Secondary weir elevation to 879.05 to match plans. This provides 0.5' of freeboard above HWL, not a concern for 20' wide primary weir overflow plugging. 303. For Ponds 38P, 51P and 181P, pipe length and grades don't match plans. Revise so they match. Orifice control so this will not affect HWL of basins. 304. For Pond 201 (MH 201), lower pipe elevations by 0.8' so this outlets at the NWL of basin. This was inadvertently commented on to raise up in Review 2, my mistake. 305. 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 David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133 or Jason Law, Assistant City Engineer at (763) 767-5130. Hope and Jeff Luedtke 16932 Jivaro Street NW Andover, MN 55304 August 19,2020 Dear members of Andover's Planning and Zoning Commission, On the 25th of August we will have the opportunity to share our concerns and history of the access to our home, 16932 Jlvaro Street NW. Phase 2 of the Peterson farms is upon us and there has yet to be a solution that has been agreed upon in reference to how our property will be accessed. As phase 2 of Peterson farms was in the planning stages, it was very evident that the developers knew of the access situation and legality attached to livaro street being vacated and new access granted to 16932 Jivaro street. Knowing that, the development and lot layout should have been designed at that time to accommodate this need. Instead, plans have been made in spite of this and now it appears as though what you have been presented, is how things need or should be moving forward. Please do not be swayed or pressured until you have all the facts. We would hope that even though our pockets aren't deep, and we don't carry a big name, that we have just as many rights as those that have the money and means to push things through. We've done our best to stay informed, do our part and talk to the appropriate people to assist us in the end result of obtaining legal and rightful access to our home. So much time, money and energy were put forth 25 years ago so we would not find ourselves in this situation. Yet here we are, over 2 years of dialog, meetings, emails, lawyer fees, surveying cost for a Ghost Plat, not to mention the time taken from work and family. Included are various documents that will support our position in seeking the appropriate access to our home. In addition, there are documents, emaiis and meeting references that demonstrate the efforts that have been made by myself, husband Jeff Luedtke, Darren and Ad! McDonald, adjoining neighbors and owners of 16927 Jivaro street, our lawyer, Mark Berglund, the developers, Darren Lazan and Jason Osberg and the city staff of Andover. Our request is that you have some time to review these documents and become familiar with how these events unfolded, and to ensure that you have been well informed. We thank you for your time and service to the city of Andover. Included: • General overview and History • Documentation of support • Documentation of communication and meetings between city Employees and Landform. • Comments in reference to Phase II of Petersons Farms PDU Again, thank you for reviewing the information, please let us know if you have any questions. Hope and Jeff Luedtke History of Jivaro Street Access We would like to thank the city staff for allowing us to provide history, facts and the truth about Jivaro Street to the commission and council that you won't hear from the developer. Jivaro street has provided the only access to the Luedtke property unofficially for over 80 years and officially for 25 years. In 1993 we approached the city for a building permit on the property and we were told to tear down the old farm house or split the lot into 10- and 30 -acre parcels. We split the 40 into 10- and 30 -acre parcels in 1993. This is contrary to what the developer will tell you. *Document #1 of 3. We were then told by the city that the 10 -acre parcel did not have 300 feet on an approved road by city standards and we could not build. That rejection prompted all of the following action in 1994 and 1995 to make our 10 acre parcel a conforming lot by city standards to attain a building permit to build our existing home. 1. Official survey of Jivaro Street (easement property of Anoka Independent Grain). *Document #2 2. Legal Easement Agreement obtained*Document#3 3. Transfer of Easement Agreement *Document #4 4. Action by City Council *Document#5 5. Obtained site and approval by city (Don Olson) with the legal road access shown. *Document#6 All of these actions were taken with a great expense of money and time to ensure a legal conforming and transferable lot and house for years into the future at the request of the city in order to receive approval for a building permit. In 2020, a developer comes along and wants to take away, abandon or vacate Jivaro Street and replace it. For the past 25 years Jivaro Street, because of all the actions just listed has had the sole purpose of providing legal access to our property, (the 10 acres). The replacement plan offered by Darren Lazan is a cul-de-sac ending in the middle of a plowed field, land locking the 10 acres, taking away the access to a road, resulting in a non -conforming lot that is now unable to be sold. Regardless of working with the city and doing what was asked of us, in 1994 and 1995, we find ourselves in this unfortunate position. The developer suggests we either purchase land from or obtain an easement from the property owners of the adjacent 30 acres. The 30 acres were sold to Adi and Darren McDonald in 2016. The developers' claim is that their legal obligation to provide access to the original 40 acres. However, in reviewing all documentation it is clear that the intent of the easement agreement in 1995 was to provide access to the Luedtke property and driveway, (10 acers). *Document #3 We believe that the developers are aware that this is their legal responsibility because recently a possible solution, providing part of the easement on the Peterson Farms property was presented to us*Document#7. This thought process is headed in the right direction, but still is not acceptable. In summary we feel that our neighbors should not be forced to sell land or grant easement for the purpose of access to our property that we fought for with time, money and actions by the city over 25 years ago. If Darren Lazan is allowed to vacate Jivaro street, he needs to be held responsible as to how the agreement states in *Document #3, "an alternate public roadway easement equal to or better than" — the easement granted to the Cuedtke's by Anoka over the easement property, (Petersons Farm property). Thank you for taking the time to review the other side of this argument. This property has been in the family for over 85 years and hopefully many more years into the future. Jeff and Hope Luedtke C Certificale of Survey JEFF LUEDTKE QTTO "TFifvaw%Tan its,4 }'�� Certificate of Survey t4 J • ne'nt. '•. 1. •nr,• •.1 5 . •. rt•, plan r ra.-i ...••,�•.;�c•-J o. me of under my .3 ec• ,aper +An and that I am a dimly Hop•+ferns Land Surveyor under ?Ae.ows f •M are of 7oL Z1. a•e fraflun N�,.4343 Qepv!>rea cy' JEFF L UED T KE 9 W Ufv!slon TTO SOCIATES and Surveyors Buffalo, Minnesota 55313 1-800-362-3664 682- 472 7 5/20/93 Drawn by B.N. Scab 1"=10O' SURVEY OF SW 1/4 OF THE NE 1 /4"'""o' OF SECTION 7, TOWNSHIP 32, RANGE 24 ANOKA COUNTY, MINNESOTA Jeb na 93234 0 F. HY-LAND `SURVEYINGDO14 ICE NO 4124 1-6 LAND SURVEYORS SCALE 1" = 300' 7845 Brooklyn Blvd, Brooklyn Park, Minnesota 55445 560-1984 AFF LUEDTKE I Nor-��, line o� �- 'v0 Z7. 10 8'~ . N,7o3j3� E I -\`L- R= L34'49'16' L- 210.35 } R_ 34-6 II N— I o 18' W ice m drive � N N N �o = r °p �o I o I — ProPosecl z 1 o� 66 Wlde _ � � eesdwwJ Ense,Y,e.1-i� i N S O s c_p m Q � N o N = O ,z S /4 Corner IV Sec. 7 C5AH Na. 7 I 166* -h Ave Nw. The only easements shown are from plats of record or Information provided by client. I hereby certify that this survey was prepared by me or under my direct supervision, and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Sumeyedbyusthis 18TH day of APRIL tg 94 A 66 foot easement for roadway purposes over, under and across the following described property: The Southeast Quarter of Section 7, Township 32, Range 24, and The Southwest Quarter of Section 7, Township 32, Range 24 The centerline of said easement described as follows: Beginning at the Southwest corner of the Southeast Quarter of said Section 7; thence\ North 0 decrees 10 minutes 02 seconds East, a distance of 1125.39 feet; thence North 1 degree 27 minutes 23 seconds East, a distance of 826.98 feet; thence Northeasterly a dist-mnCq nf cin 15 feet moi—,.. curve concave to the Southeast having a radius of 346.11 feet and a central angle of 34 degrees 49 minutes 16 seconds; thence northeasterly a distance of 380.31 feet along a reverse curve concave to the northwest having a radius of 520.00 feet and a central angle of 41 degrees 54 minutes 15 seconds; thence North 17 degrees 31 minutes 30 seconds East, not tangent to said curve, a distance of 85.50 feet; thence North 27 degrees 30 minutes 00 seconds East a distance of 100.00 feet and said line there terminating. For the purposes of this description the West line of said Southeast Quarter of Section 7 has an assumed bearing of North 0 degrees 47 minutes 48 seconds West. zx Signed Milton E. Hyland, Min : Reg. No, 20262 0-7 -3a -ate( - 13 000 l U" 3 I C,t b� I <— y a 000 EASEMENT AGREEMENT b c � ' 3 'Lv 1145919 AGREEMENT dated this 20th day of October 1994, by and between Anoka Independent Grain and Feed Dealers, Inc. ("Anoka"), a Minnesota corporation,.a Jeffrey R. Luedtke and Hope Luedtke, husband and wife ("Luedtke"). WHEREAS, Anoka is the owner of the property described in Exhibit A ("Easement Property"); and WHEREAS, Luedtke is the owner of the property described in Exhibit B ("Luedtke Property"); and WHEREAS, Anoka is willing to grant Luedtke a nonexclusive easement over the Easement Property for the benefit of the Luedtke Property described; and WHEREAS, Anoka and Luedtke wish to deal with the conditions and circumstances under which the Easement granted to Luedtke by Anoka will terminate. NOW, THEREFORE, Anoka and Luedtke agree as follows: Anoka grants to Luedtke a nonexclusive roadway easement over the Easement Property. 2. Anoka shall have no obligation to maintain the Easement Property. 3. Luedtke understands that Anoka makes no representations as to the title or condition of the Easement Property. 4. At such time as the Luedtke Property and driveway is serviced by an alternate public roadway easement equal to or better than the easement granted to Luedtke by Anoka over the Easement Property, Luedtke shall, on written request of Anoka, promptly vacate the asement roperty, and shall execute any documentation required by Anoka to confirm that Luedtke no longer has any right, title or interest in the Easement Property. 5. The parties agree that if the Luedtke Property is encumbered by a Mortgage or Contract for Deed when an alternate roadway easement to the Luedtke Property, as contemplated in paragraph 4 of this Agreement is in place, Anoka may not terminate the easement over the Easement Property without the written consent of the Mortgagee or Contract Vendor having an interest in the Luedtke Property. Receipt # K •r I `! :i" rct s 7 e � •� tale Y Doc. Ordar_r yt �o 4-Cn So It �• r o Filin Fee T 4e checlad I a. o a T � t lr S v. ;; �� r �, ., c �. � l �l Aj,p (s M N Ss -Wo / 9 6. This Agreement shall be binding upon Anoka, Luedtke, their heirs, successors and assigns. ANOKA INDEPENDENT GRAIN AND DEALERS, 0. STATE OF MINNESOTA ) ) ss. COUNTY OF.,N,, 6— FEED ) "On this �ay of 1994, before me, a Notary Public, personally appeared ,,,k Ao me personally known, who, being by me duly sworn did say that he is the V of Anoka Independent Grain and Feed Dealers, Inc., the corporation named in the foregoing instrument, and that said inshu ent was igned on behalf of said corporation by authority of its Board of Directors and said l J F ',�<.j cJ r Lk acknowledged said instrument to be the free act and deed of said corporation. 4.t AA AAAAAAAARAAAA.A�AAAAA:.A*^ t UcUL�a Alltn 17. 1tiY1y j.......Vvev ry rr rvv'r.Yrvi'Yti rYYfYYYY)( STATE OF MINNESOTA ) ) ss. COUNTY OF ) I oba 0 C Notary Public t� On this day of o Y 1994, , before me, a Notary Public, personally appeared Jeffrey R. Luedtke and Hope Luedtke, husband and wife. MARY SUSANNE SWANSON r�`^� (• ��"G1't''r�---- NOTARY PUBLIC -MINNESOTA ANOKACOUMTV Notary blic M►'C1N0ft$b^ E*=Awj44 loge EXHIBIT A (Description of Easement) An 18 foot easement for roadway purposes over, under and across the following described property: The Southeast Quarter of Section 7, Township 32, Range 24, and The Southwest Quarter of Section 7, Township 32, Range 24. The centerline of said easement described as follows: Beginning at the Southwest comer of the Southeast Quarter of said Section 7; thence North 0 degrees 10 minutes 02 seconds East, a distance of 1125.39 feet; thence North 1 degree 27 minutes 23 seconds East, a distance of 826.98 feet; thence Northeasterly a distance of 210.35 feet along a tangential curve concave to the Southeast having a radius of 346.11 feet and a central angle of 34 degrees 49 minutes 16 seconds; thence northeasterly a distance of 380.31 feet along a reverse curve concave to the northwest having a radius of 520.00 feet and a central angle of 41 degrees 54 minutes 15 seconds; thence North 17 degrees 31 minutes 30 seconds East, not tangent to said curve, a distance of 85.50 feet; thence North 27 degrees 30 minutes 00 seconds East a distance of 100.00 feet and said line there terminating. For the purposes of this description the West line of said Southeast Quarter of Section 7 has an assumed bearing of North 0 degrees 47 minutes 48 seconds West. EXIIIBIT B (Description of Luedtke Property) The Southwest Quarter of the Northeast Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota. �f-bG, I y�}-oovt \ — u3-0001 ASSIGNMENT OF EASEMENT RIGHTS Dated: January 1�1 , 1995 1161227 FOR VALUABLE CONSIDERATION, Jeffrey R. Luedtke and Hope Luedtke, husband and wife, Assignors, hereby sell, assign and transfer unto the City of Andover, a municipal corporation, Assignee, all the Assignors' interest in that certain Easement Agreement dated the 20th day of October, 1994, made by and between Anoka Independent Grain and Feed Dealers, Inc., a Minnesota corporation, and Jeffrey R. Luedtke and Hope Luedtke, husband and wife, filed for record in the Office of the Anoka County Recorder on December 2, 1994, as Document No. 1145919, which document grants an easement over the following described property located in Anoka County, Minnesota, to -wit: An 18 foot easement for roadway purposes over, under and across the following described property: The Southeast Quarter of Section 7, Township 32, Range 24, and The Southwest Quarter of Section 7, Township 32, Range 24. The centerline of said easement described as follows: Beginning at the Southwest corner of the Southeast Quarter of Section 7; thence North 0 degrees 10 minutes 02 seconds East, a distance of 1125.39 feet; thence North I degree 27 minutes 23 seconds East, a distance of 826.98 feet; thence Northeasterly a distance of 210.35 feet along a tangential curve concave to the Southeast having a radius of 346.11 feet and a central angle of 34 degrees 49 minutes 16 seconds; thence northeasterly a distance of 380.31 feet along a reverse curve concave to the northwest having a radius of 520.00 feet and a central angle of 41 degrees 54 minutes 15 seconds; thence North 17 degrees 31 minutes 30 seconds East, not tangent to said curve, a distance of 85.50 feet; thence North 27 degrees 30 minutes 00 seconds East a distance of 100.00 feet and said line there terminating. For the purposes of this description the West line of said Southeast Quarter of Section 7 has an assumed bearing of North 0 degrees 47 minutes 48 seconds West. W74 Subject to all the covenants of Assignor in said Easement Agree- ment, which Assignee hereby assumes and agrees to keep and perform. ASSIGNORS STATE OF MINNESOTA ) ) Be COUNTY OF ANOKA ) The foregoing instrument was acknowledged before me this day of January, 1995, by Jeffrey R. Luedtke and Hope Luedtke, husband and wife. THIS WAS DRAFTED BY: BERGLUND & VARCO, LTD. 2140 Fourth Avenue North Anoka, Minnesota 55303 Notal 1 Public e 10MARY SUSANNESWANSON NOTARYPUBLIC —MINNESOTA ANOKA COUNTY my Comm. EVk"J 0. s1.2 2 o -P4 NOTICE IS HEREBY GIVEN that the City of Andover, County of Anoka, State of Minnesota, has accepted on Zd.1',..J' 9 , 1995, the attached described easement in this document. Dated: y r Gv is , 1995 CITY OF ANDOVER By LZot Go Clerk SD -4 l� l NOTICE IS HEREBY GIVEN that the City of Andover, County of Anoka, State of Minnesota, has accepted on Zd.1',..J' 9 , 1995, the attached described easement in this document. Dated: y r Gv is , 1995 CITY OF ANDOVER By LZot Go Clerk SD -4 (Flecelpt# iL'�J.� L1CerdGM Capt 070 uan Rs erseo � DatsrYlma:7' pp�� LitvtuN4Co. Dao. 7': Pwd Dcc. Order,_,Lot•�__ Cin -hi Cy: Filing $D {„YTran,fnr �1 .J^:r Rs^;utiy61111y Faa,>kD _ C' r®^,DNIEIon m GAC Doonju>;lt; Plns � L Oe(. DOCUMENTNO, 1161227.0 ABSTRACT ANOKA COUNTY MINNESOTA I HEREBYCERTIFYTHAT THE WITHIN INSTRUMENT WAS FILED IN THIS OFFICE FOR RECORD ONAPR 20 95 AT 4:30 PM AND WAS DULY RECORDED. FEES AND TAXES IN THE AMOUNT OF $20.50 PAID. RECEIPT NO. 95016552 EDWARD M. TRESKA ANOKA COUNTY PROPERTY TAXADMINISTRATOR/RECORDEFI/REGISTR4R OF TITLES BY__ JLS DEPUTY PROPERTY TAX ADMINISTRATOR/RECORDER/REGISTRAR OF TITLES 4b -Fl CITY OF ANDOVER Discussion Item REQUEST FOR COUNCIL ACTION March 7, 1995 Accept Jivaro Street DATE odd J. Haas Engineering 0 AGENDAI The City Council is requested to approve the assignment of easement rights that are being conveyed from Jeffrey R. Luedtke and Hope Luedtke to the City of Andover. Attached is a letter from the City Attorney explaining the situation. The City Staff is concerned that the easement does not meet the requirement of 60 feet as required in Ordinance 10. Attached is a map that shows Jivaro Street NW which the City currently maintains and will continue maintaining from 165th Avenue NW to the red reflectors. That portion between where the red reflectors are and the existing home, the City has been using this.section to drive their vehicles, with some blading, up to the home to be able to turn around. The first question is should the City require a 60 feet dedicated easement/right—of—way and meet the required Standard Specifications for Rural Residential Street Construction (bituminous with necessary storm sewer)? The second question is should an easement/right—of—way provide for a turnaround near the home since that is currently where the Public works vehicles turn around now? Note: A portion of this road is currently designated as a minimum maintenance road. MOTION BY: SECOND BY: 16-a Regular Andover City Council Meeting Minutes - March 7, I995 Page 4 (Appove Plans & Specs/IP94-32/Well #5, Continued) MOTION by Knight, Seconded by Dehn, to approve the Resolution as presented. (See Resolution R033-95 accepting bids and awarding contract for.Project No. 93-30 for sanitary sewer, watermain, street and storm drain, Bunker Lake Boulevard frontage road to Hydrocon, Inc., $381,772.50) DISCUSSION: Attorney Hawkins advised the City has waivers of trespass on all properties for the project except one parcel which has given the City a right of entry agreement. Once the right-of-way plat is filed, he will proceed with the eminent domain proceeding to acquire the remaining easement; however, everyone has given the City permission to construct the project on their properties. Motion carried unanimously. ACCEPT JIVARO STREET Mr. Erickson reviewed the request of Jeffrey R. and Hope Luedtke to accept the easement for a roadway from them from 161st Avenue to their residence. The City currently quasi -maintains that section of roadway and has done so for more than 17 years. It is listed for minimum maintenance. The street does not have any easement or right-of-way dedication over it. He also noted that there is no easement for a turnaround. The maintenance equipment currently turns around at the Luedtke residence, and he suggested the easement description include a turnaround. Jeffrey Luedtke - explained the easement passes through property owned by Anoka Independent Grain and Feed. Mr. Erickson explained the Luedtke's obtained the easement from Anoka Grain and Feed and in turn would dedicate it to the City. The Council questioned the width, as it is not the legal width of a road. They didn't know of anywhere else in the City where there is such a narrow road easement. Mr. Luedtke - stated they only own the exact width of the easement that has been maintained. He originally asked for a 66 -foot easement from Anoka Grain and Feed and was told no. Only one family is being served. In order for Anoka Grain and Feed to develop their property, the streets would have to meet City standards; however, that land is totally zoned Agricultural Preserve. He is not asking for anything. By accepting the dedication, there will be no more traffic because he is the only family that lives back there. That property has been in his family for 56 years. He wants to secure a building permit on his property. Attorney Hawkins advised it is a publicly dedicated road now because the City has maintained it for over six consecutive years. Nothing will change with the acceptance of the easement except formalizing existing rights. MOTION by Knight, Seconded by Jacobson, that we accept the easement rights being conveyed from Jeffrey R. Luedtke and Hope Luedtke to the City of Andover. Motion carried unanimously. X00%71 Proposed Top of Block 100al- Proposed Garage Floor 6)Z,-7 Proposed Lowest Floor Type of Building - �Jc" I- 41 W HY-LAND SURVEYING LAND SURVEYORS 7845 Brooklyn Blvd. Brooklyn Park, Ivlinnesota 55445 560-1984 JEFF LUEDTKE APPROVED STAMPED SURVEY 01110 PE 'WE PD2 G*G' aoz 9�7�PE�b9Q�E3o 332,45 �34,9oD 5y,10%, I F+ Sal \ $EE i7v�Ve. I I Top IaaN- 95,17 94,7 Q mi f Drrait — I n -r. P. 85's \ J - POST 97, /54,z —� W. 9 M v_ M 6iev,- -73.2-_ �B,g --332,4 / /// INVOICE NO 4124 F. B. NO. 14l 6 SCALE I" = Iw o Denotes Iron Monument O Denotes Wood Hub Set For Excavation Only x000.0 Denotes Existing Elevation ODenotes Proposed Elevation -4*— Denotes Surface Drainage Mottled soil elevation - 82.2 feet 9673 984¢ Ir0 -v s8� , -E�jjy . PROPOSED i—CES I D�,I.I C.E QroposeA Drive.w -n EaLSerneV1 - S'W-0„ ZS7 �� Qo 99,3 701' IRON - 99.8 100,00 DETH 11__ SCALE . I"=20 97,e i 47,9 9776 Elevation datum assumed. The West 332.45 feet of the Southwest 1/4 of the Northeast 1/4 of Section 7, Township 32, Range 24, Anoka County, Minnesota. (Containing 10.00 Acres) The only eaeoments shown are from plats of record or Inforrnsllon provided by client. hereby certify that this survey was prepared by me or Ls -.der my direct supervision, and that 1 em a duly Registered Lend Surveyor under the laws of the State of Minnesota. krrveyed by us thla 17th of April _ig 94 Signed Milton E. Hyland, Minn eq. No. 20262 W J4 y \ t � ' I I i ►E _ ...� ,:� Ht.gthe end an' gat Collection of emails, and communications between; Hope and Jeff Luedtke Adi and Darren McDonald Mark Berglund, Lawyer City administrators Developers Daren Lazan and Jason Osberg This is only a percentage of the communications that we have been involved in since the beginning of phase 2 of Petersons Farms over 18 months ago. This is presented to you to demonstrate the time and energy that has been put forth, with yet no formal conclusions. We look to you for your assistance. Thankyou z Writer's E -Mail: 1,11lo y Q r of September 18, 2019 Darren Lazan Jason Osberg Landform MetroWide Development LLC 105 S. Fifth Avenue, Suite 513 15356 Yukon St NW Minneapolis, MN 55401 Andover, MN 55304 Re: Peterson Farms Development Our Clients: Jeffrey and Hope Luedtke Adi and Darren McDonald Dear Mr. Lazan and Mr. Osberg: Please be advised our office represents Jeff and Hope Luedtke as well as Adi and Darren McDonald. I understand that your respective entities are the developers of the Peterson Farms Development located in Andover, Minnesota. I also understand that you have completed or are nearing completion of Phase I of that project and commencing additional future phases. I believe that you met with my clients in mid-July of this year to discuss those future development plans. Part of that discussion centered on the fact that your desired course of action would be to bring future road construction up to the southern border of the Luedtke and McDonald properties and vacate Jivaro Street, which is the current access for both of my clients' properties. As you are aware access to the Luedtke and McDonald property is made via Jivaro Street which was a road created by easement in 1994 by an agreement between the Luedtkes and the City. Further, Jivaro Street provides direct access for both the Luedtke and the McDonald properties as a result of a lot split that was accomplished in 1995 so that both the Luedtke and McDonald property are not landlocked. In your discussion with my clients you indicated that you believe access could be gained to the Luedtke property by traversing over the McDonald property if Jivaro Street were vacated. That is not an acceptable proposition to either of my clients. The McDonalds are not willing to voluntarily grant an easement across their property for access to the Luedtke property. Accordingly, any access to the McDonald and Luedtke property from the proposed cul-de-sac at the southern border of the McDonald property would have to traverse the Northern border of the Peterson Farms Development at that location. Darren Lazan and Jason Osberg September 18, 2019 Page 2 For your information, the Luedtkes and McDonalds are willing to entertain future proposals from you as the developers of the property and wish to be kept informed with regard to the progress of the development. A copy of this letter is being shared with the Andover City Administrator and Counsel. The Luedtkes and McDonalds would like those officials to know that should they have any desire to come and view the property my clients are happy to schedule that visit. Please direct all future correspondence and inquires to my attention on behalf of my clients. Sincerely, Mark E. Berglund MEB:hjs cc: Clients; Andover City Administrator; and Andover City Counsel 8/9/2020 ---Original Message --- From: hopelm To: markberglund _ Sent: Sun, Jan 19, 2020 12:19 pm Subject: Re: Jeff and Hope Luedtke - update Hello Mark, �JAOL Mail (38) 37 �e 6cr �effiat� 1-4"er coni kUec(4,k �j Jeff contacted and met with one of the developers, Jason Osberg, Darren Lazane's partner this past Friday, January 10. It appears that their position is still the same, requesting that we purchase property from the McDonalds to secure an easement. They would create the roadway and be responsible for any financial needs, such as survey and filing fees, however are not inclined to give up land in order to provide a road to our 10 acres. Jason was going to go back to discuss this meeting with his partner Darren, but Jeff is feeling that most likely nothing will change. As you know this is not an option nor should it even be presented to us as one. Knowing that this is their agenda in moving forward,"yes", we feel it would be beneficial to set a meeting date with you, Scott, and the City developer Joe Janish ( this is who Jason said they submit their information to) as soon as possible, preferably this week or early next week. It's critical to have some dialog before this goes to the Planning and Zoning department, and feel it needs to be expressed and documented that there are alternatives to what the developers wants to happen. I look forward to hearing from you. Hope and Jeff https://mall.aol.com/webmaii-std/en-us/suite 1/1 Writers E -Mail: January 29, 2020 Joe Janish Community Development Director City of Andover 1685 Crosstown Blvd NW Andover, MN 55304 Re: Peterson Farms Development Luedtke and McDonald Properties Dear Mr. Janish: t ' t ?VIA EMAIL jjanishnandovermn,gov Thank you for organizing the meeting of January 22, 2020 which included myself, my clients Jeff and Hope Luedtke and Adi and Darren McDonald, as well as Jim Dickinson, City Administrator and Dave Berkowitz, Director of Public Works. As we discussed, the Luedtkes and McDonalds own property adjacent and to the north of the Peterson Farm Development being conducted by Metrowide Development in the City of Andover. It was discussed that the direction the City Counsel gave to Metrowide when the PUD master development plan was approved on October 23, 2oi8 was that an agreement was needed between Metrowide and my clients regarding access to my clients' properties when the development is completed. As was further discussed, the master development plan proposed by Metrowide as approved leaves the Luedtke property landlocked. My clients have been in conversations with Metrowide and have proposed alternatives to the plan. My clients have even made modifications to their proposals over time in an attempt to reach an accommodation that would not leave the Luedtke property landlocked. However, the compromise suggested by the Luedtkes, which would be to move the proposed cul-de-sac to the West and even have part of that cul-de-sac placed upon the McDonald and Luedtke properties, has been rejected by Metrowide because it would result in fewer lots to be developed. Interestingly however, with the number of lots that Metrowide is seeking to develop, which is significantly more than were indicated on the master development plan from October 23, 2018, the Luedtkes proposal would not result in fewer lots overall. Joe Janish January 24, 2020 Page 2 In any event, the Luedtkes, McDonalds, and Metrowide have not reached an agreement. One take away from the meeting of January 22, 2020 is that City Staff will not make a "recommendation" to the City Counsel regarding any future proposed plat from Metrowide. however, City Staff will point out code violations and remaining issues to the counsel. It is therefore understood that it will be made clear to the City Counsel that no agreement exists between the Luedtkes, McDonalds, and Metrowide that alleviates the Luedtke property being landlocked under Metrowides current plan. Further, you have indicated that when any application and plan are submitted to the City by Metrowide, or any other developer for the development for the Peterson Farms Development, you will inform the Luedtkes. They will look and expect to hear from you when that does occur so that they are completely informed about the situation and can make their voice heard. In the meantime, if any of the above changes for any reason, please do not hesitate to contact my clients or myself and we will be sure to do the same. Sincerely, Mark E. Berglund MEB:hjs cc: Dave Berkowitz, Director of Public Works, (D.BerkoNvitz@andovermn.gov) Jim Dickinson, Andover City Administrator, (J.Dicldnson0andovermn.gov) Jeff and Hope Luedtke Adi and Darren McDonald 8/9/2020 Fwd: Peterson Farms Development Lp From: To: cm.bukkila@andovermn.govcm.knight, Subject: Fwd: Peterson Farms Development Date: Sun, Feb 2, 20201:22 pm Attachments: 2020_01_30_1-tr to Janish.pdf (125K) Dear Mayor Trude and Andover City Council Members. Please note the above attachment. This document is a followup review from a meeting that took place on January 22nd that included myself Hope Luedtke, my husband Jeff Luedtke, Adi and Darren McDonald,Joe Janish, Dave Berkowitz, Jim Dickenson, and Mark Berglund. A formal copy was was sent through USPS to those in attendance on Friday January 31st, 2020. Knowing the second phase of Peterson Farms is in the planning stage, we want to make certain that you are fully aware that there has been no agreement between Metrowide, the McDonalds and the Luedtkes to the vacating of Jivaro Street and the subsequent connection to the Luedtke property. As members of council, we invite you to not only review the preliminary plot on paper, submitted by the developer, but to also physically see how it affects the existing land owners, the Luedtkes and the McDonalds. Feel free to contact us, and I would hope that you would find the time to take a drive and see the big picture. Thank you for your time. Hope Luedtke R -S 5e/7 � * '- I I e1�t c nes I Mem os dl d M httpsllmail.aol.com/webmaii-std/en-us/PdntMessage 1/1 D Id �i� 0q, me, (�oha February 14, 2020 VIA EMAIL pb Mr. Jeff Luedtke 5 11 16932 Avaro Street NW Andover, MN 55304 Dear Mr. Luedtke: Thank you for the opportunity to sit down over breakfast on January 17, 2020 to discuss our future residential development, Phase 2 of Petersen Farms. 1 appreciate you and your wife's C LuedtkeWs concerns, as well as those of your family and adjacent property owners Darren and Adie McDonald ("McDonald's"), as it relates to removal of the existing driveway easement and relocating to connect with public right-of-way access to be constructed on the Petersen property. As we concluded our breakfast meeting, I indicated that I would bring your concerns to my business partner, Darren Lazar, to review what measures could be taken to coordinate a positive long-term outcome for this relocation. This letter sets out the options we are willing to consider. Before we dive into these options, however, we thought it would be best to summarize the terms ofthe existing easement agreement to assist in your review of the proposed options. EASEMENT AGREEMENT The existing easement was granted by Anoka Independent Grain and Feed Dealers, Inc. CAnckaj to Luedtke's on October 20, 1994 pursuant to an Easement Agreement recorded on December 2, 1994 as Document Number 1145919 CEasement Agreement"). On January 27, 1995, Luedtke's assigned their interest in the Easement Agreement to the City of Andover ("City") pursuant to an Assignment of Easement Rights recorded on April 20,1995 as Document Number 1161227 ("Assignment"). Section 4 of the Easement Agreement states: "At such time as the Luedtke Property and driveway is serviced by an alternate public roadway easement equal to or better than the easementgranted to Luedtke by Anoka over the Easement Property, Luedtke shall, on written request of Anoka, promptly vacate the Easement Property, and shall execute any documentation required by Anoka to confirm that Luedike no longer has any right, title or interest in the Easement Property." This language contemplates development of the Anoka property and installation of public right of way as an alternate access road to the Luedtke's property. Once public right of way is installed to serve the Luedtke's property, the easement rights are to be terminated. Our installation of public right of way in connection with Phase 2 of Peterson Farms as an alternate access point, together with our proposed options below, is equal to or better than the current easement and satisfies the terms and conditions for terminating the easemem. In Addition, we would like to point out that the current easement was intended to serve the single 40 -acre parcel constituting the Luedtke property at the time the easement was granted. It was not intended to serve multiple parcels, including the separate McDonald's property which was once part of the original 40 -acre Luedtke property. When the Luedtke property was split to create the McDonald's property, it appears to us that Luedtke's created their own hardship by assuming that the alternate public roadway easement would have to be installed over the exact area of the existing easement. Unfortunately, this split is part of the underlying cause we are currently trying to resolve. Finally, the Assignment states that Luedtke's hereby sell, assign and transfer unto the City of Andover, a municipal corporation, Assignee, all the [Luedtke's] interest in [the] Easement Agreement...." Pursuant to the Assignment then, Luedtke's have no interest in the Easement Agreement and we believe that any rights {00219509 2) Luedtke's may have had to consent to, or approve, any termination of the Easement Agreement in connection with installing alternate public right of way access have been conveyed to the City. Luedtke's assignment of its rights in the Easement Agreement to the City is further evidence that the easement was not intended to serve additional parcels, such as the McDonald's property, otherwise Luedtke's would not have relinquished their rights. Although it appears Luedtke's do not have standing to object to the alternate public right of way access (such rights (if any) being held solely by the City), we respectfully present the options below for your consideration. OPTIONS The three options presented below considered all potential driveway connections and are the best options to accommodate your concerns and the City's recommendations for future development in the area, including future possible development of the Luedtke and McDonald properties. Under any option, we would also be willing to include the Luedtke and McDonald properties in our overall PUD approvals, which would significantly increase the value of the properties. Option #A: The current plans remain unchanged, with public access available at the cul-de-sac immediately south of the McDonald's property. At our cost, we would construct a driveway over the McDonald's property that connects the cul-de-sac to the driveways serving the Luedtke and McDonald properties. Location of proposed driveway connection to be at mutually agreed location. We would also be willing to construct a landscaped berm at our cost south ofthe driveway connection on the Luedtke property to provide screening for the Luedtke homestead and the lot adjacent to the south. We would be happy to install "private driveway" signage at the entrance of the new driveway connection to help divert people from potentially wandering onto the Luedtke and McDonald properties. All small utilities would be available to both the Luedtke and McDonald properties should they wish to connect. A site plan exhibit is enclosed to help visualize this option. To avoid the necessity of a new easement over the McDonald property for the driveway, we could work with you, at our cost, to adjust the southern boundary line between the Luedtke and McDonald properties. Option #B: Under this option, the planned cul-de-sac south of the McDonald's property would be extended onto the McDonald and Luedtke properties, at approximately the point where their respective driveways split. This would provide direct public road frontage for both the tuedtke and McDonald properties. The necessary right of way would need to be platted and recorded, all at our cost. Again, small utilities could be carried along with the road extension. A site plan exhibit is enclosed to help visualize this option. Option #C: We are willing to sell you the lot adjacent to the south boundary line of the Luedtke property, and construct a new driveway at our cost from the currently planned cul-de-sac along the boundary Brie of said lot and the Luedtke property. Please let us know if any ofthese options address your concerns. If none of these options address your concerns, please respond with your proposal(s) for our, and the City's, consideration. Respectully Submitted easont/O�sbe n.. JD ANDOVER HOLDINGS, LLC CC: DARREN LAZAN, JD ANDOVER HOLDINGS, LLC MR. JIM DICKINSON, CITY ADMINISTRATOR—CITY OF ANDOVER 100219509 zl f12O�n �lcl-rcn oil 6lj In Q5Pl'1*X- February 23rd, 2020b (1� , ✓rY�t i I. �{3 Mr. Jason Osberg JD Andover Holdings, LLC Mr. Osberg, Thank you for providing us with a copy of the letter you sent to Mr. Luedtke. Although we are family, we are also two separate entities; both affected by the development of Peterson Farms. The Luedtke's and McDonald's each are faced with unique concerns requiring different outcomes and needs related to the vacating of the current access to our properties. We'd like to take this opportunity to address our concerns along with our suggestions as we work towards an amicable solution. 1. As you stated, the existing easement was granted by Anoka Independent Grain and Feed Dealers, Inc. to the Luedtke's on October 201h, 1994 and recorded on December 2"d, 1994. Additionally, on January 27th, 1995, the Luedtke's assigned their interest in the easement agreement to the City of Andover which was recorded on April 20`h, 1995. When Jivaro St. is vacated, so is the easement. However, current designs do not fulfill requirements of the easement which are supposed to allow for a public roadway equal or better than the existing access to the Luedtke Property. Current designs require us (McDonald's) to relinquish a portion of our property for the purpose of accessing the Luedtke property. Comments have been made regarding a sale, easement, and/or lot line changes. All of which are creating hardships that are a direct result of the Peterson Farm's development and no fault of our own, including the Luedtke's. In your letter you wrote: "Once public right of way is installed to serve the Luedtke's property, the easement rights are to be terminated" I underline "public right of way" because you have indicated that you meet this requirement by providing access to the original Luedtke property which was never intended to serve two parcels/properties. In paragraph four (4) line 1(1) you wrote and I quote: "in Addition, we would like to point out that the current easement was intended to serve the single 40 -acre parcel constituting the Luedtke property at the time the easement was granted. It was not intended to serve multiple parcels, including the separate McDonald's property which was once part of the original 40 -acre Luedtke property. When the Luedtke property was split to create the McDonalds's property it appears to us that the Luedtke's created their own hardship by assuming that the alternate public roadways easement would have to be installed over the exact area of the existing easement." In contradiction to your statement we'd like to point out that the property split occurred as a direct result of the requirements for approved road access that were put in place by the City of Andover to allow the Luedtke's to build their current home. Several years were spent Iof discussing the Luedtke's property split and the design seen here was completed to allow for required approve roadway frontage. Although your intended road placement would provide public road right of way to our property it does not provided any right of way to the Luedtke's property. 2. Additionally, you have referred to the Luedtke's assigning interest of the agreement (easement) to the City of Andover several times. However, during a meeting with city administrator Jim Dickinson, public works director Dave Berkowitz & community development director Joe Janish we (the Luedtke's & McDonald's) were encouraged to consider future development. It was made clear that the city is wanting us to work with you to come up with a solution. They have chosen not to be involved so it is still considered our burden at this time. 3. We'd also like to point out the density comparison from the original plan unit development (PUD) application to the most recent preliminary plot application. The PUD was granted based on approximately (....... ) along the eastern edge of the recreational lake (pond). Recent documents depict (....... ) lots in this same location. I mention this because we understand that the lots that could and should be used for the roadway and access to our properties are limiting our ability to come to an agreement. Option C which offers the sale of the adjacent lot supports our assumptions. 4. Aside from the issues of easement/access I'd like to address our concern with the proposed roadway at the northeastern portion of phase two "Meadows" development and how it directly prohibits any future roadway onto our property. During our meeting with city staff we were encouraged by Mr. Dickinson to plan for future development. Including what it might look like if we were to develop our thirty acres. In a separate meeting that took place at our home last June with Mr. Lazan and Mr. Osberg we were presented a plat plan that included the southeast portion of our property. This plat plan showed a road continuing through their current proposed development and onto our property should we choose to develop. Recent road designs include no temporary cul-de-sac as discussed early on and now show a dead-end road surrounded by houses. We feel that it is necessary to discuss how the roadways might access our property in the future in the event our property is 0�q Z6fl� developed. You have offered to include our property in the PUD approvals saying it would significantly increase the value. We also believe the value can be hindered based on your current road design/placement. LUEDUE P.ESVENCE � Exstnof \ D,re av \ Lcurrent Driveway& Easement to beltempvre, f, L 'dCDONALD =ESIDEN^,E E<Tf,g VRDora d 0,%. va' Driveway Easement Area Exact route to be determined North end of publi R I � 5. I'd also like to remind everyone that in 2009 the city reached out to the Luedtke's to pursue property for the Open Space Preservation program. The Luedtke's worked with the City of Andover and the Open Space Committee to successfully preserve 40 acres of land on the Rum River. They believed in preserving a piece of property that will be enjoyed for many years. This same preserve is aiding in the marketing and sales of the Peterson Farms/Meadows. We currently own parcel 07-32-24-12-0003 which is described as: THE E 20 FT OF GOVT LOT 1 SEC 7 TWP 32 RGE 24, EX RD SUW TO EASE OF REC Current real estate advertisement indicates that Phase one of the Peterson Farms development includes access to Martin's Meadows. The following photo is from the developments website https:/Ibuildatpetersenfarms.com/about-petersen-farms 0 3 O PL4 0i �. `� A Fulu2 PnaseS t Au 411; Legend ;{ Trail Connection to open spas Although attempts have been made by the public works director Dave Berkowitz to develop access to Martin's Meadows from phase one no agreements have been reached. However, plans continue to develop for access without our approval or consent. Additionally, we've dealt with trespassing issues and park signage/private property signage that has gone missing. To summarize, we don't feel that we are at a point where any of the options you've provided are accurately representing in your words "all potential driveway connections". Actions were taken in years past to ensure access to the Luedtke property. The intent of the easement agreement was to provide access to the current 10 -acre parcel and was put in place specifically to grant the Luedtke's the opportunity to build their home in 1995. The hardships were not created by us or the Luedtke's and no lot split took place at the time we purchased the property. The City of Andover wants us to work together to find a solution and as I've said before I believe we can find a solution that works for everyone. We are not against the development. In fact, we appreciate that you're a local company who are directly affected by its design. Martin's Meadows was preserved fully knowing that the day would come that it would and should be used by new neighbors. We understand the importance of planning for the future and that includes the main issue of road placement and access to both of our properties. Sincerely, Darren McDonald 16927 Jivaro St. NW. Andover, MN 55304 CC: MR. JIM DICKINSON, CITY ADIMINSTRATOR— CITY OF ANDOVER CITY COUNCIL STAFF 8/9/2020 Martin's Place Ghost Plat McDonald and Luedtke Property From: To: jjanish@andovermn.gov, Cc: _ Subject: Martin's Place Ghost Plat McDonald and Luedtke Property Date: Mon, Apr 27, 2020 3:31 pm Attachments: Possible future Plot plan for property.pdf (366K) April 27,2020 Joe Janish, Please review the attached PDF document. When we met on January 22,2020, we were asked by you, Jim Dickenson and Dave Berkowitz to submit a purposed Ghost Plat of what we felt our combined properties could look like if we would consider development in the future. This PDF created by Sunde Land Surveying displays our thoughts for future development. We would be happy to meet with you and discuss any questions that you may have. Darren and Adi McDonald Hope and Jeff Luedtke https7/maii.aol.com/webmail-std/en-us]PrintMessage 1/1 70 S 7S t421d f-l:oy� S` N11 S/ va q %ia�!'". -rte •._ 1LL 101 L 1o, 8 1o,'q,-f z 6 101 Iy 4 144 May4,2020 pG�ren h"AcN cl(d Mon r,,)( ov_r- Comte&4i pe SPY6 1 V1 �a Mr. Jeff Luedtke VIA EMAIL ONLY Dear Mr. Luedtke: I hope this info finds you and your family safe and healthy during these unprecedented times we currently live in. With respect to our next phase of the Petersen property, "Meadows at Petersen Farms", I wanted to reach out as a formal follow up to our letter dated February 14, 2020 in which we outlined 3 potential options for you and your family to consider regarding the driveway connection. Looking back through our records/ correspondence, we have not been able to find any response from your side regarding the 3 options we had proposed. Further, Darren McDonald and I have met to review the future layout of your properties should you wish to sub- divide your properties in the future. We also discussed the thought of your properties being included into our Planned Unit Development (PUD) application, this is an option we are certainly willing to work with your family on should you decide this may be a good idea at the time. Although the process has been delayed given the current circumstances, we fully intend to continue through the application and review process. Our pian is to break ground and deliver buildable lots to our builders in 2020. We feel that we have offered viable options to your family for the connections to both properties. If you wish to meet to discuss further, please let me know and I am happy to meet again. Respectfully Submitted Jason Osber JD ANDOVER HOLDINGS, LLC CC: MR. DARREN LAZAN, JD ANDOVER HOLDINGS, LLC, MR. DARREN McDONALD MR. JIM DICKINSON, CITY ADMINISTRATOR—CITY OF ANDOVER 8/9/2020 Re: MEADOWS AT PETERSEN FARMS - FOLLOW UP LETTER From: To: Gj© Cc: i, J.Dickinson@andovermn.gov, Subject: Re: MEADOWS AT PETERSEN FARMS - FOLLOW UP LETTER Date: Tue, May 5, 2020 1:38 pm May 5, Dear Jason Osberg, In response to the email dated May 4, 2020 Darren McDonald responded to the February 14 email on March 4 with concise and in depth input from both of us and included a 4th proposal and or viable option which by the way has been our 1st and foremost position all along. In reviewing the legal requirement in the Easement Agreement for an alternate access of Jivaro Street, you will find that your proposal does not meet any of those said requirements by definition. 1. It does not service the Luedtke property (10 acre lot with house) 2 A cul-de-sac that ends in a plowed field that would require us to purchase land or another easement agreement form the McDonald's is not access, by definition. 3. A public road abutting the said 10 acres is necessary to maintain a conforming lot set by city standards, which our 10 acre lot currently is. Your firm position does not offer a viable solution of the vacation of Jivaro Street. Sincerely, Hope and Jeff Luedtke To: I_ , 'Darren McDonald' � >; 'James Dickinson' <J.Dickinson@andovermn.gov> Cc:'Darren B. Lazan, RLA' ;'Jim Wilson' Sent: Mon, May 4, 2020 2:09 pm Subject: MEADOWS AT PETERSEN FARMS - FOLLOW UP LETTER Good Afternoon: Attached is a follow up letter regarding the February 14, 2020 letter outlining the 3 proposed driveway options as part of our future neighborhood, "The Meadows at Petersen Farms". As we continue to move forward with our development application, we wanted to formally reach out and find out if you had any feedback / response to the options we proposed back in February. I am happy to meet again to review and discuss the proposal and talk further. Please let us know your thoughts on this matter at your earliest convenience. Jason Osberg https://maii.aol.com/webmaii-std/en-us/PrintMessage ill 8/9/2020 MEETING - TUESDAY, JUNE 23, 2020 - 3:45 P.M. From: To: l _ _ _ _ i, i.janish@andovermn.gov, J.Dickinson@andovermn.gov, D.Berkowitz@andovermn.aov. fj Cc: Subject: MEETING - TUESDAY, JUNE 23, 2020- 3:45 P.M. Date: Fri, Jun 19, 2020 12:45 pm Good Afternoon: Thanks to all parties involved for agreeing to this meeting and to the City for hosting the meeting at City Hall. We are able to meet as an entire group on Tuesday, June 23, 2020 3:45p.m. at Andover City Hall — Council Chambers. Our goal is to determine if we can arrive at a resolution for the driveway connection and discuss the eastern cul de sac extension north to the McDonald property. Please let me know if you are unable to attend this meeting. Have a great weekend! Respectfully, Jason Osberg W� dij w4- On �Ja 1 rnel https://maii.aol.com/webmaii-std/en-us/PrintMessage i/1 8/9/2020 THANKS From: ! ----------------..., 0,52- Toil Cc: Subject: THANKS Date: Thu, Jul 2, 2020 1:25 pm Thanks for the meeting this morning. Have a great 4th! Jason Osberg i Sent from my Whone ISL 61L du httpsl/mail.aol.com/webmaii-std/en-us/PrintMessage try Concern and Comments in reference to the phase 2 proposal Landform / Metrowide is a successful company and we understand their desire for density and lots, however, what does it really look like and is their proposal the one and only way for development? There are huge concerns from Phase #1 that should be discussed and areas of red flags in Phase #2. • Road access between phase 1 and 2 will not be happening. They will assure you that their desire to not follow through is due to environmental concern, but I would argue that due to the roadbed, or lack of one, it is more than likely that it is too costly. • In looking at the proposal it appears that most of the trees will be removed. I had thought that Andover was trying to save tree habitat, this current layout wipes out everything. I would assume that without trees, a higher density can be achieved, very unfortunate. • The current proposed Phase 2 looks very different from the first proposal of Phase 2. The number of lots that are presented around the "recreational" lake has a much higher density. • Knowing that every new site needs well and septic is a huge concern. Can we be guaranteed that the quality and pressure that we have now will be maintained as all the new wells and septic are put in? • The number of roadways and cul-de-sacs that are being constructed will add to light pollution. Andover prides itself in looking rural, not residential, I believe that with these additional lights in this phase and phase 3, the aesthetic feeling of peaceful and open is soon to be gone. • If PUD's continue to be approved as proposed, this sets precedence for all future land in Andover. This is not the Andover that folks have in mind. This high-density PUD looks no different than city lots. Development is something we know is inevitable, however it's necessary to remember what has drawn people to this area. Once it's all gone, we can't get it back. Let's make sure that great consideration and heart go into how we move forward. 5L! 1D Andover Holdings, LLC 105 Fifth Street South Suite 513 Minneapolis, MN 55401 Mr. Joe Janish Community Development Director City of Andover [delivered via email—j.janish@andovermn.gov] Mr. Janish, Thank you forthe time on our application at the August 25, 2020 Planning Commission Meeting. We heard a lot of discussion on several issues and appreciate the effort to get to that meeting. Perhaps the most challenging issue of this project is the reconfiguration of the existing drive to our neighbors to the north. I wanted to take a minute to reiterate our position on this matter and offer a potential interim solution on the matter. We remain absolutely confident that the existing easement between AIGF and Luedtke benefits the entire 40 -acre parcel and such the conditions on alternative public roadway should be considered satisfied by the Inca Street right-of-way. While there was much discussion on the timing of the lot split, we now know it was, in fact, recorded after the easement was granted causing a hardship created by the Grantee and not the responsibility of the Grantor to resolve. This is further supported in several ways: • Three of the people present at the signing of the easement were Petersen family members (one notarizing the document) that recall no discussion on a lot split, and further understood this to be a private agreement that would be in place only until they develop the property. • The definition of "Luedtke Property" is clearly defined in the easement document as the 40 -acre parcel. As such the terms of the vacation outlined should apply to that defined parcel. • Of record in the Minutes of the 3/7/95 City Council Meeting, Mr. Luedtke admits he approached the Petersen family asking for a 66' easement that would meet city requirements for a public easement and was denied by the Petersen's. This is further evidence it was never the intent of the Petersons to grant a public easement and assume the related burdens. Nonetheless, despite concerns expressed by Council that the easement did not meet the "legal width" they accepted the assignment of the easement, allowed the split, and issued building permits. • At this same meeting Mr. Luedtke argued that the city should accept this sub -standard easement as access appropriate to split the property because "He is not asking for anything. By accepting this dedication, there will be no more traffic because he is the only family that lives back there." 5-5 Of course, we know that there is now another family living there, and the fact that Mr. Luedtke no longer controls the 40 acres is the predominant factor in this dispute. This is why we believe this hardship was created by the Luedtke's themselves, and not the responsibility of the Petersens or our development to resolve. The Petersen's consented only to a private access easement that was then leveraged to split a lot and create an impediment to the Petersens exercising their rights to exercise the vacation of the agreement. Fast forward to today, the City has now stepped into the shoes of Luedtke as the Grantee of a private 18' sub -standard easement serving two existing non -conforming parcels. JD Andover Holdings has spent nearly 18 months working with the families to reach an agreement that would facilitate resolution of the access without asking the city to take action. We have made numerous offers including several iterations of land swaps, and offered to assume all costs (engineering, surveying, legal, and hard costs) to resolve what we all agree is a tremendous mess, even though we had no part in creating it. On Tuesday our plat will be before Council for consideration and we are certain this matter will be discussed. While we seem to be making some progress in a broader solution with the neighbors, we do not have an agreement and will likely not have one before the meeting. As winter sets in, it is imperative we keep the project on schedule and break ground as soon as possible. There is much work to be done following approval before that can happen. Attached is a draft easement for your consideration. The proposed easement matches the existing easement exactly in that it provides 18' private access over the Petersen property running from the proposed Inca Street to the existing Luedtke driveway. We believe this easement, which now only serves one home as originally intended (Inca now serves the McDonalds), no longer needs to be public, and satisfies the access requirements. We respectfully request the Council review and approve our project subject to an agreement with the neighbors, but if we are unable to do so prior to Final Plat, accept the modification to the current easement, of which the City is a party, to relocate the 18' easement as shown in the attached exhibit. Should it be needed, this easement will serve its purpose, but I think it is fair to say this is something less than ideal for all four parties involved, but will serve as an excellent catalyst to our negotiations in good faith to reach an agreement without us losing the construction season. We look forward to discussions on September 1 and appreciate your attention to this matter Sincerely, JD Andover Holdings, LLC Darren B. Lazan, Manager PRIVATE DRIVEWAY EASEMENT FOR: JD Andover Holdings, LLC SW That part of the north 15.00 feet of Lot 1, Block 3, MEADOWS AT PETERSEN FARM, Anoka County, Minnesota, lying easterly of the following described line: Commencing at the northeast corner of said Lot 1; thence South 89 degree 58 minutes 14 seconds West, plat bearing, along the north line of said Lot 1, a distance of 179.40 feet to the point of beginning; thence South 00 degrees 01 minutes 46 seconds East, a distance of 15.00 feet to the south line of said north 15.00 feet and there terminating. AIL L--- ----------------- / (t NORTH 0 50 SCALE IN FEET PRIVATE DRIVEWAY EASEMENT 57 FOR: JD Andover Holdings, LLC PRIVATE DRIVEWAY EASEMENT DESCRIPTION That part of the north 18.00 feet of Lot 1, Block 3, MEADOWS AT PETERSEN FARM, Anoka County, Minnesota, lying easterly of the following described line: Commencing at the northeast corner of said Lot 1; thence South 89 degree 58 minutes 14 seconds West, plat bearing, along the north line of said Lot 1, a distance of 211.40 feet to the point of beginning; thence South 00 degrees 01 minutes 46 seconds East, a distance of 18.00 feet to the south line of said north 15.00 feet and there terminating. Existing property line Ezish'ng Driveway i y< / � --- Existing Driveway Easement / Northeast comer of Lot 1, Block 3 ---� North line of Lot 1, Black 3 -\ 211.40 S89`58'14M1 -- ' 18.00 I S00°01'46'E `.L--� _/ —---------------- BLOCK 9� Lot 1 !� F Lot 2 (t NORTH 0 50 SCALE IN FEET 11 OS5 Regular Andover City Council Meeting Minutes - March 7, 1995 Page 4 (Appove Plans & Specs/IP94-32IWell #5, Contiye6) MOTION by Knight, Seconded by Deh o approve the Resolution as presented. (See Resolution R033-9 ccepting bids and awarding contract for. Project No. 93-30 for sa ' ary sewer, watermain, street and storm drain, Bunker Lake Bo and frontage road to Hydrocon, Inc., $381,772.50) DISCDSSIO Attorney Hawkins advised the City has waivers of trespass on al operties for the project except one parcel which has given the y a right of entry agreement. Once the right-of-way Plat is fi , he will proceed with the eminent domain proceeding to acquire a remaining easement; however, everyone has given the City pe sion to construct the project on their properties. Motion carried ACCEPT JIVARO STREET Mr. Erickson reviewed the request of Jeffrey R. and Hope Luedtke to accept the easement for a roadway from them from 161st Avenue to their residence. The City currently quasi -maintains that section of roadway and has done so for more than 17 years. It is listed for minimum maintenance. The street does not have any easement or right-of-way dedication over it. He also noted that there is no easement for a turnaround. The maintenance equipment currently turns around at the Luedtke residence, and he suggested the easement description include a turnaround. Jeffrey Luedtke - explained the easement passes through property owned by Anoka Independent Grain and Feed. Mr. Erickson explained the Luedtke's obtained the easement from Anoka Grain and Feed and in turn would dedicate it to the City. The Council questioned the width, as it is not the legal width of a road. They didn't know of anywhere else in the City where there is such a narrow road easement. Mr. Luedtke - stated they only own the exact width of the easement that has been maintained. He originally asked for a 66 -foot easement from Anoka Grain and Feed and was told no. only one family is being served. In order for Anoka Grain and Feed to develop their property, the streets would have to meet City standards; however, that land is totally zoned Agricultural Preserve. He is not asking for anything. By accepting the dedication, there will be no more traffic because he is the only family that lives back there. That property has been in his family for 56 years. He wants to secure a building permit on his property. Attorney Hawkins advised it is a publicly dedicated road now because the City has maintained it for over six consecutive years. Nothing will change with the acceptance of the easement except formalizing existing rights. MOTION by Knight, Seconded by Jacobson, that we accept the easement rights being conveyed from Jeffrey R. Luedtke and Hope Luedtke to the City of Andover. Motion carried unanimously. 'FZ ANDOVER, MINNESOTA a FLAH9 bD 9FL3NN loo T]L P. IOa va FFee Ewmm A8. freb Bpi wo. / MXi Mm am Ae Lmbuaq 11a AWy oer.v m. ID1 AJ}am, /Alp, RW KT. M�w AXsmu AUTO. AMmu AVL. Ar.q OL. G! N CVE CA <G. CI1 LALv. 0. K Rv. ��aewz. xtn YUa' `L¢ Cl B w' q N11. 3 erv. ® Jr. al a ro� s.w var.IPnn+ PF. ate., w cme.ay • v/L / LMi aM..w uM 01 TraFm.ea MEADOWS AT PETERSEN FARMS ANDOVER, MINNESOTA EJ6a16Jc oEsclevLRxN,lIEa]OPIK11 oFSLRRnox RO rN.KKf cm" aNT. Q3 MYa2 LQrtdR ./�RJ�/ rtY.¢ C[11FM nlYS y0r yEVXIgI XPSA9 SPoT EIEVAI6M 'Y LG943i/Ptl LOC �.n~ FSiLA FILfAWAY \I L1Ei Rt01ELT(M -r-n- iNA N. M' �1 GIM RMII ELpTl•• AN �--�_--j CF.FAY/OV64PAVL E • . : E I !, L dllNL �===,f IN.LQ4IILV0 S1N1CIWE LYI@% 1ESLNPIIgI - -' Lrnwr , wEroox La+cRErE O cR1CREiE J� XOIE RFFbtENCE LpILWETE EV0 R PAIXRL STAL. L41Mr OalMrJcxe -arm Eon w vPveEXT �4T __ rE,Y]If ® LMG£ 9E4i LFTAL LAIGSLIAL L®RLL LRAVFi � LQILRETE PEt L' W.VL C11 C0.'RNX.tF FONT ® IVAlta T. WALL REVdM - IYJbAE1. SWFTK ETC. ITSiS »- 9TQif1 9EWG! LYE Ca FFIDSLQE PE1A6iK WA4 BSM'-- Y-' SIHiwY SEWHf LYE REVS.9 Ar£A IrNS 6RE) WA. IIM' EYIi ICLAILN - of - ovEmEw ELEnRv: OBD L'LTIi srAw - w - uusLrsouo TELERICIE 0 vasa PLIE 1� xoFE oREnlory - IE IIL{RGpEVp ALGYIOc _ L CAS IEB ® O LAfLM BA9i NyC YY 47.X- 481506 Y-88004.712. NrFIEVAIWN G30. 0 NA HU ATUI6 CN � MKCA CQMFY COOmTATES. IIS LMCfErE Cum 0 Iwa,gE 00.1%W . OvF w/o/a rss �919�¢>� siCRM SEWG! LarmPUOKER i' a grl'CTOFORO CYJOMS.CRYEIJGNFE RETN WALL �'� 1603 GR095TMN BW.Ev/Fp IEOS GR099TOWN M' l£VMO �iM�>� S.WfAPY #'.ER -WASTE MU.T'ER. IN 55]01 NCOIfR M 3 4 0 EET I/T • RM MUEIR FqW �19�»- Rqi MAN s"m R7ER .=5 PAW eE4%6.1rZ t sXevEl osx (eElw.lMAa) (eAre vNVE Fwu«3..mo�m.,m iWUE WW1R� WAr($IAN iFi ]69.]G/.SN] Ri: ]61]bl3Rl OMYO FAS FAL E 0 W WRE N F3E L3E (F vnuU,rEJ O >ID] POT � y_ BNIgNGOFFlONL GAs pl�yC ITm 429f. CRIEGIYM W5 m LOWLR CWIHNCNr trCRLT m LA9 14rfR O %-0s CRassra•N &MEVNm STEVFACKEN U.w. -xsw_ _ _ Sa sleoaAN AEAT'ER lAa sSTRA re 5 QT TRyEffAE,f LWN R%POS. M SND CN' LAS UE4M[4L¢gaO FRw FATM JA[E SLNWETE4K 8 WAIFS SNR�EF VALVE --EIEC FILCIWCyADfRCRU161 iRAFFIL SCN - iEE- - - rFlf9XRE-IDOERCRdtO fDFTONvuxaFleW wexnxTmevs,rema,reusnun lF1L ]69.]b/SR9 1FL ]69.]85353} G^ FLAC FOE CAN - UR44RPX1 LOIIF/N FA% FAS %i IT RNr FpF^sImm EIECINC IEIFPHONE LUIEYLS EtERCY LbI11Rr IAA' IgEg 1?J IYRROE ]IRf£T AXUA m sau V Y � iRE£ LIE xcxr eNulEUR 31W6A-E ALSEix IWIYAF 9tlev,FeINYe1FWNpylpggdp,{slMtAyab Y MFAHXDn<M f1NwE Pw'ReMh3lFvmtivALmi6yM.tl F.W®N 1E1L ]69.SIS.NAS 1FL Bp0A91.01,�C� ® CATCN BASH mmiapm.Im Wb•y�PMtlh.aY3npet® FAS FPL nmFM•.edtleFgb taIWNbM1YIMOe • FRE XTR.Wr bMmlpdbHMmHed Nbhs AwWdFFVtl61tln4•ue°wu.muvSNMba G&E/IMEPXEI ® WAIFS VLLVE f6FFFtlapuFYb Wpge tl6 yAva6bE CRCAST FIsA...F.wa6F.I.eLrLlewewllrbwm+' Sea lelwLYaJ AvwE .KIS HL9 tN aR6 ® FLAH9 bD 9FL3NN IMYAl111Fi111 AVEMIE, Al1E 51) ® rwEo: 1%Ew a3dNwnors re TELL SiW10 oer.v m. FI]I61bE3AR rE+_ 6sLssfi.aR O NO1E HGR.R FAS (df) rEwsxEa oLsrA3NE !PJ 46TIJKE G£R RELLRf£O RAT I OS SO V IN E6TI AVF+LE SIME A ) T®� M4LL JD ANDOVER HOLDINGS, LLC ISJwXNPmsr.NN AlmwEl(uxXFAOw xh rEl lE13%Ailn< CML ENGINEER SURVEYOR LANDFORM LANDFORM 59 Y,mFa.•,Ma• JD ANDOVER HOLDINGS,LLC 1GN'JNMFFA Sr.NW AN W VER tANNESOTA 55b1 mRIS,S6,n, AN'lliMA MTAO EADOWS ANDOVER, MINNESOTA a � qW^•a 'ti ywru i.wura uwnwgr.wrlurwe m RECEIVED CITY OF ANDOVER JPO PRELIMINARY PLAT August 19th, 2020 L A N D F O R M R,XRSieeb Fhbh 1055 19MAY•b. TN: OW52MTO Sat. 513 Fu 519252AOT7 M,nneap0s, MN 55101 1v6F: k f..!, FILE NAME C001tI1P002 PRO,ECTw. LP'115 m 1455TJMfFM AVpAR 311I1E5R IMYAl111Fi111 AVEMIE, Al1E 51) 164HFAM6, M155101 U3. WI EWI TELL SiW10 ml?ffiPolo TELL FI]I61bE3AR FA%I 612]s]MT LY%IrXCT: PEN YhN2 O_ TMT'.LYIMLAp.ELL LANDSCAPE ARCHITECT LANDFORM I OS SO V IN E6TI AVF+LE SIME A ) IRVXFAlV1SWS101 YEL6120PM Tl iN.61py'e]11 mxrwr PElovruLz 6 6 bEEI364FD 8t M1E p�VA•63! SIIHiIp OEAi✓a1KK1 S3 L0l pNL 61ANe5fJ.PE1R1E&S£1 x x % % Xx x % LL] FPE1A•LXRYFIATO/Sn x x XX C PPEIIIW%RY MTLV.fm x x % % L1.4IA EXImHGLU1g11g13 % x xX as wslNsaEunaxseu3pvus %x CIS D)6T LREYYJH9 % X CEO %TEIY110Xe UEMI191EIAYWiRAV %% x C3.I sTER11XreAm x x x x ni sTCRAx03Esn X x x x cx6 sRAsxcb FxosoxsXEETNOEx x x x x Lxl lauurvcfipwxlv[FlAx lsavnp x x X x LI3 G4%UNG6 WIX%Q P.XA P.110T£NEm x x U3 W%gXc6pWXXt£FIIH WO]IE EASn xx xx n6 aasxaeawxAL�MM NLR m x x x x n5 GGUXG6CIWN/lf H/Ii R.WRM n %%%x n6 MMEGR . % X % UT e1uP®wailuilOXbwMs x x x ne EXUR®•ECT1uMIJ . XiX x L31 F) 11ARLEOPB)LTMlla MNS x x x 0.10 SY.F .TES % x x x ac ST...PIXOIX IXXX UI l... x x X x Uj STOPLSEY.fA % X % % U3 STOMISEVAA X % X % c3A SiPE1:TP.NfILE1 x x x % UI STPFETPPOFlLH.XUSi.MV %x x% C6j ST PEEi PPCFlTE 5i MV %x x% c6.3 MV - x x x x U.1 STPEEIPROPINXc.SLT.XMI6TNXVE TREUpP % X X % U$ RI£.1NMXVENLV SIPEETPROFlLEiLMV66T XN X,X % L36 Sl11FFf PROR1£(LNUA15i. HN X. % % U3 PRCFIIE'TP/JLxsLEs3 x x x x Che PiLCFEIPQL 6 X % %x s69 FRMLETRNLxUE83 XXx X ce.l5 PRUIIE TRLL ALE£&S x X x x C.11 OFEIWL c0(IEI. XVEXMNNLEYOPEYE MV X% xX C. 11 LFFLISITEILWLWELEx'TS.16sTIWIl x4E HN X x% x UU SIREFTPM1UR£IGMxVEMv % % X % Ll.l (MLEUISIXIILI KN OETXIU % x x x cv CMLCG131R16TKN.ws X x x x L33 WTl UM3s TmICTU CETxn x x x x x 1:3X cMLLCN3MXCMNCEA %X x x % II6 iIEEREIgIXUFAE3ERJXTIU11U11 x x x x x I31 IANUWERXXOT x x x x x II..T%x x x x x x IANUCMERANNESf X z % x x I': I.woSCJIVEPI.w.w(I11 x x % x x LMLnxSLaxrscaJ..wEx X x X x x. 59 Y,mFa.•,Ma• JD ANDOVER HOLDINGS,LLC 1GN'JNMFFA Sr.NW AN W VER tANNESOTA 55b1 mRIS,S6,n, AN'lliMA MTAO EADOWS ANDOVER, MINNESOTA a � qW^•a 'ti ywru i.wura uwnwgr.wrlurwe m RECEIVED CITY OF ANDOVER JPO PRELIMINARY PLAT August 19th, 2020 L A N D F O R M R,XRSieeb Fhbh 1055 19MAY•b. TN: OW52MTO Sat. 513 Fu 519252AOT7 M,nneap0s, MN 55101 1v6F: k f..!, FILE NAME C001tI1P002 PRO,ECTw. LP'115 m • .,-Higi.el9ir _ ,I am Latu.wta, wMp.Amnau«amasm.o.rm,MaMsarmu.trarezanmommasrmnx. ia., nnm,8mzl.x \ 1 I SOt°0$5TE ,cYY 1 on,& I nw mm #mm mmmmm m \ �\ V I J I I I I '0\�Z' °�1 / 1 "�� SOI -0 JD ANDOVER HOLDINGS,LLC MlmMmomMdMs,A.NOmnds,6„fie..ays;w®.xtJ.ml.ce+q.,.s.,.+m \ I = S'S2°E 404.]3 16980 JUs3N 5.2,mINIPER ST. NW am AN RMNNEBOTA5 "dweo1QaY a W Nvxw,Qwb a.1.. Tu,NT J2 Pa 1515'[4 ae v.. N,mtl{,m.M6miM,: / 1 / I 1156 i' ford IEl B1AmS¢ll DOYE b�LMSa4,aleersaW £aamlQe/„AM WMIOab:M»Mnm�emmnvW 11 teuN FmOebg I ..AmasammlowaMwmwloae..apma�xlaMwrom,eaym,amnn.memewm. \ / \ I �I � \ I I 513'1tlOPE 54,E � ��jNl„Irl,- ` iarvd�mk.lMmNOAmhe,mxiaa.bmumW Wml, 6ilend®.Ix WbMWM YedvtlSaLwYOrvbtl \� I � I I � / 6tsW MMWdOmKMvepab,/ebghWMFeavJ bdr9Q®baMH,nW Owtrb4v VuidPgmq. \ •,� i�L/�' r 1mPmtlxnmAowaMs.nm,oamdsemmfi..,d,Ps\apx.moww,g.fA.mganaemu., / \ -{ /j / � I I •• Msrvrea Mxoe,m,mmamuwnraa.I.aMamnm,ow Muwn¢aq®m.:.m,sl®aF,ge,.\ I f J�''�-Y/ - I // / / i� M1YANdmtl lbtemQY tlbesxMmlaab',va,bmtliSllMtenttS.aM1lebevlOniYvmanSFy, / II /` uSis stl aA.�oaal.ssLaremserbns.�,o.:wm.®wF.n.maas¢mrn.es,woleywm,aen.s \ \ I I I I � �p Essema^t / / I Il uwb 'Eemmmt swm#Fm.as.mtlmsu,cJmesernmaymm.:.bm.mbr .mm.am.Iss..La.o,m,wx,emwa / last.rams.dnmaa,r.mosses.nmlwa.,mammlenme.mae�J.aa«mmm,ewsxona / \ I - 'a- tt9'tE 588 , 1 '1� Mnwuae.R..slmwa..mrF.IbszbMmlawMamw.aA.x.axm.,x9RM,ms.mma.#rmm \ __ 5191 6c1 / I WET LAND B .: ,el.imm.m,mr .mumaximbx M�sm,ma,smsl,a,Mm:.smwmeu.r.Am,xMem�.meN. _ Fgetlwaw \\ / / ) / (Anss 14) m,,.ara¢rb,+.e.me.A.Iwo.mrm..nwxmlrsa.,,ma'rrsmnnme.�,a.d,aaey.mm.:.lma \ \ Y't` I 1 r,4 .� 1 I I I �// tam=Asa.] _r .mi,:MmrMnabaemm�iwms,mMwmwprbMhbbmtefene.lmeaAal4gfvn5vP01 \ I 1. aa�,.s.mam+s.w:.nm s,...smw�.m,,..a.rere.m,asalawwmem,,.,emM+s.wanMc.uAw.,uawonwwiQM��s.,aoxo..As..az,..xaoew.mwne,.dmm„e a.ry \\ \ \ \ 61MA om"� WET LAND ®m..aeA.moYnnMroaapNs14, MEADOWS hh`aweww+' QVMtlEvbdvbOvtrdSvbn],iu,eN�12 P.PRt J,uM1fnnM.lR�pE EWmIAMFmI xmm,mw.mL�r..V- d aTM'Aaas w�,m,ra�awm�rn's.,l,.monwv.,mxama.a�m:.a�IsmiimWmbe \ \ 5'Lp12 / BLOCK2 1 r \\\\ -'_ ANDOVER, MINNESOTA M,.mwAmuxmmaa.waa.swu.mlowl..eawwamllmc swse; ag.mm. w-sw.ewez. mwdam.IeMLM,mrrmaas.®Ismwnwwmbwml.awma,msrexnnwnm,ey,mm.:wu g / •, \1. �1 � I I' \ \ I I I I I '�' mmarvm.mnnamarsM,mrannaa.mm,tlwm.m,rm�.amemasrlm�z..useanaw,.mu 52 � moi::. \4" 1 y � / I I \ \ ._, a .' o,.emx,,.wmrm,m.nassrmbwamnsenmaq.msr.:wm,.amra.e,s�dalstxns..ms.a � � �� \ I I \\ I I I I I$ __; mawlw.,QmwmMwa.miom.s.r,.s.am##.mmm.J.mvw EmLa.a:e®,b,awenoeml �� I \\ 1 1 1 1 1 1 I I i i I e �'�..mmmw. ThLP,aMSnYwIOW IXMS.RnefaatraYlSxb,).M9mT.,1.mFA'Wrn0mM6A,Po�vt�v �/ r I \\ \\ss 11 11�' I I' 4 I I 3 1 I 2 Ia,aroweaNaM..e.mlw..A.xs.nmo.naMs.b.mow;wr.xmmap.mm�a.Jma®m ��� 8 \ \ 1 I I I _ _ 1 _ __ _ -I _ _ _ r-. wma.a MFNMa.asuamiom.AMsem.mo.e..mwauJmeabl. rd,ae,o:.:.nm �!________________________________ \ r -I mr.ea�ry.mu<Aaimma.q.w...m,...bre.wn,..:�s.�a,aesmad,mea.µasl N00°51'44 838.93 \ \ B ay�ae:.wse.b«m,.maWaaxanr,w.abme.emza raama>a�mo:wa®a:fiew..m w \ I x wia.,mm»naGb,eaaa,.asunR.KM,mx.ns,ay.mslebbmm.mawm.an,aAalskeb. \ I i t I I I I En°"•1 I - a �imMwnwawsmmiobreAMseu.manor.eaa�ilbn,.aaa.,vamb�mr�.m,.,arme I \\ 1 I I I 11 I I � sw Ge I 1F \\ \ II I I 1 1 1wPnalmnm...xwmas.mmMpuawiscx�6nirt,snvxFualsewsm.mdyaama.,q.,,o®,aM \ 1 _-� T- mrlym.Alnita.tzamrmmrv6n,raimmisuars. I I \\\ 1 11 I I 11 1 I _�sza L ml.i aJe L- ,m'� J _ aemw.orws,p \ __ i fro N,wbb..�Nmwrobua Prww s L� osi nzJ LJ ',z --aa _-1 I-iws .\ ,d .. N.W. rya 151 = n,Pm.arai#-F1oa, _- 1\ �J xG mzs 5f0.EET ; % 1 �> EB : G u- Tal 'yms..L NR¢gaeNYNmwbnemLLxs. DAKOTA ST. 501°OS'3SE N.W. / �/ ,�•# 806 / UARANI I J aa_T -1 r� 'tom 1/ F,AYN.mA 99.66 ••,, n �.-- I �..,. RECEIVED i=371 I I R-20,00 - 1/ IA I � ."• i I �s r__Iasa __i - 1 �I I I osweti# R=20,00 1 os.,e I I I I I RbAmadxmna.m A-90°00'00• 1 d-90'0000' 1\ evam I'R't"tle'• 10 MwmewxmlamMaM1•Imn I I I 1 I I I .- Nr:.mFN.a.m.lax. °o"„xw° I� �� g 1 \� ` / 1 / 10 IsaMam..v,em,,: I$ 1 1 �s1 \ ' 1/ i i +i �' 3 ;'1'�l. L i l.tJ•i.0 ama»+Rm•aA IN I I � / 1 I Temse.w-I,m19m61.-lmmac r ''wl I WI /8 ? �\�immmsm'M"¢ I I x15,as...dwwsxa,ssna.,.aeresaasL.m,.arusM,wsfl i,'� I I I mrrea 1 / ( 1 I ( I# .G al .... � \ 1 ' J �j' 1 � oil- 11100®V �1% J% xu,___ I I c' a �__- --=-.d _--=»moi .Aml%IM.11,mmlt L--______ -$uP . �wa______.�\�� BLOCK] 1 1 12 / / / / \ Drainage ¢d _ raasro.s YL.e-w i y 1 19 \\ +3 I edit,eettmem a oemlw.N•a,sumw. / d e . /!j wLasn �„Oa ,J ���/ s /154 > --- a1 7In 1 m`'+sem / / / 1 •\ Parcel Area Tad. Parcel Area Tade Parcel Area Table Parcel# LOVBkck Arse UPland Parcel# Levsbk Area Upland Peral# LoUBbck Abe upload�' 4i�� \\\ I I ,t J'I I 4 I / �\\� 41�\ /� 5---�- 1 1/1 9.12 Ac 1.43 AC. 18 82 5.01 Ae 3.46 Ae. 3s )215 4.06 Ae. 1.02 Ac 501°0552'E '� p"e °� / ��\\\ i I 13 40.9] , f\.'•`S 1 1 5 / / cFj. / /..,m.--r,w®9.,"emu,�"��., I I . 101105521E 1 \ \ 1 I / / \ 7 / 2 2/1 2.5]Aa 1.02 Aa 19 92 1.98Ac. 1.00 Ac. 36 133 Z12Aa. 0.6]Ac. 2 I I I / / � / ,xxe Isxl 1 \\ \ I 1 /`� PRELIMINARY PLAT 3 m 1.]O Ac. 1.08Ac. 20 102 1.88 Ae. 123Ac. 37 1415 1.53Ao. 0.8015 1x55 ?-� _ I I I 1 I I / / / / / / / 5 1 I / / 5 `:+. �� August 19th, 2020 4 411 1.53 A, 1.15Ac. 21 112 1.63 Aa. 1.32Ac. 38 1515 153Ar, 0.65Ac.�1� _ \ 1 I I 1 I 1 1 I / / s SN 1.50 Aa. 122Ac. 22 122 1.59 Ac. 1,41M. 39 163 1.56 Ac 0.80 m. / / I I I I I 1 1 BLOCK3 6 m 1.51 Ac. 1.12Ac. 23 132 1.62 Aa 1A0Ac. 40 1715 1.65Au 1.39Ae smgm,p I \ I I I I I / 1 / / / / / ms's ,D�`` ] 7/1 1.66 Aa. 1.10Ac. m 13 1.68 Ac. 1.08m. 41 I= 1.5SAa LSSA.. O e ! i 1 I ; / / : : / \ \ L A N D F O R M ` sEEsxEETcoa a ' DRAINAGE AND UTILITY EASEMENTS Fwn5Re t9 F'mW ARE SHOWN THUS: (Not to Scale) to55oNh FMA AveNro Tm: 612.25250]0 INO 9aKe 519 Fez 612-2524)077 m.net Mishooplue, MN 55401 Web: lantlform.nel 0 NIf IOWE W02LDPa2Mq I , PROJECT NO. IDP1]002002 G NORTH PRELIMINARY PLAT 20 20 EAST Being 10 feet In width and adjoining lot linea. unless otherwise shown and 20 feet Kmww.what's Below. 0.2 in width and adjoining right of way lines as Call t.efaf6 YOU 09. 0 100 200 shown on the plat. 6 8h 1 1.56 A.. 1.41 Ac. 25 = 1.51A, 1.08Ac. 42 193 1S0Aa 1.41A.. NLTRFSIDENTIALAREA 81.60 TOFALNUNBER OF LOTS 9 911 1.]3 A.. 1.67 Pa. 26 013 1.51 Ac, 146Ac. 43 2611 1SOAc 1,42Ac 1.1 MRES 10 1011 1.58 M. 1.52A.. 27 4a 1.53 Aa 128Ac. 44 2113 1.65Ae. 1.65Aa 11 12 2.81 An 1.09 Ac. 28 53 1S2Ac. Im Aa. 45 114 1.67AP, 1.50Aa 12 ?2 2.48Ac. 1.11A.. 29 63 1.50Ac 1.50151 46 2/4 1.MAa 124Ac 13 32 2.93A, 2.44 Aa 30 73 1SOAc 1.50Aa 47 OWoIA OsSAo. 14 42 2.19Ac. 182Au 31 83 1.66Ac. 1.37A4 46 OWotB 026Ac. 16 m 255A, 1,0]A, 32 93 1.60Ac 125Aa 49 RM/ 0.52Aa. ® 18 17 62 72 3.59 Aa. 3,14Ao. 1.01 Ac 1.01 Aa 33 M 10/3 113 1.52Aw 1.69Ac. 1.43 Aw 0.79Ac. DRAINAGE AND UTILITY EASEMENTS Fwn5Re t9 F'mW ARE SHOWN THUS: (Not to Scale) to55oNh FMA AveNro Tm: 612.25250]0 INO 9aKe 519 Fez 612-2524)077 m.net Mishooplue, MN 55401 Web: lantlform.nel 0 NIf IOWE W02LDPa2Mq I , PROJECT NO. IDP1]002002 G NORTH PRELIMINARY PLAT 20 20 EAST Being 10 feet In width and adjoining lot linea. unless otherwise shown and 20 feet Kmww.what's Below. 0.2 in width and adjoining right of way lines as Call t.efaf6 YOU 09. 0 100 200 shown on the plat. AREA SUMMARY TABULATIONS ACRES GROSSRESIDENRALARM 100.20 WERANDS AND NON STORMWATER PONDS INCLUDING BUFFERS 10.28 PUBUC PARKS/OPEN SPACES WA FLOOD PLAN 9.05 NLTRFSIDENTIALAREA 81.60 TOFALNUNBER OF LOTS 48 TOTALNUMREROFUNITS 46 GROSSOENSITYLUNITS/ACRES 0.46 URA WGHFOFWAYARFA-INTERNAL ].M COUNTY RIGH"OFWAYARFA 128 BASEMENTAREA 4055 1NIFRNA, F.A. ea. 1.1 MRES DRAINAGE AND UTILITY EASEMENTS Fwn5Re t9 F'mW ARE SHOWN THUS: (Not to Scale) to55oNh FMA AveNro Tm: 612.25250]0 INO 9aKe 519 Fez 612-2524)077 m.net Mishooplue, MN 55401 Web: lantlform.nel 0 NIf IOWE W02LDPa2Mq I , PROJECT NO. IDP1]002002 G NORTH PRELIMINARY PLAT 20 20 EAST Being 10 feet In width and adjoining lot linea. unless otherwise shown and 20 feet Kmww.what's Below. 0.2 in width and adjoining right of way lines as Call t.efaf6 YOU 09. 0 100 200 shown on the plat. BLOCK f 11/>e W 13 1P / W Q I A-1rnlpry.Pmmry. / ,� I �wLa1h i in / 1 / I 1 / *04 FUTURE\ r], l so9°st71 _-�-- r-ia7- I If'--1Hs Iwo [--�1 1 ii / i 1 Omm9a' and umn Earmmnl 1^�-BLOI<K1 Ip 1 j / BLOCK3 7 \\ 10 \ \ 9 Drame3e and \ \•+ ueuryEaemem 3I aE apP WET LAND I 5006'a Mggpb¢ened/]bollpblbtlflvw flgcxa)aaePARI Bd4eSM%9bmt6,emld,•n: iMYda.3pA Fm •R4 5L-104 Cam.YM1 ��� aSmMaM1-Imn liiunlpmdsm•,A.1c ma.us.MwomMam D4#a-1xM1 S{&b1Yen•ER iW 5hko.4E(]alel. tmID)e bml9Ts.mwwgamamldleaAa. bemsma u..ma• ereapuwal. Taa6eexm:Aalaaaso-lms,� w,cN.w {F+4�i96N1:6%.ula.li,4x Ntl)+ul]WMSF..6mFC. o Taasry.Em.}m•a © Om:oseeY-alsu.uM. I \ � 12 \ 1 I w I 13 DMLQPMENT I I WETIANDI Dolew and Umry Ewement / 2 WET}AND 4 ,/ II \ II I II S dYa�J L� I 1 I er.v / 1a o/ \ ///�) -! y I ' Uis Uusry Euaneat i% 14 BLOCK35° , Eases - -V'Od, , WET LAND4 € ( end, C -1 a> ,,osi' \ \ I I •I , ��\`\\ gyp/ •3•- j 4 � I 2 I I I I 1 I \ II 1 1) I I 1 II I II II II II I I I I II j I I) I 'sl I I i I I II j of II I I I I 5.04Ac. 3ABAo. I I I j I I 1.02Ac J L 1 1 2.57 A.. �� 19 V1 1.98 Ac. / 38 \ / ! 0.67Aa 3 J 1.73 Ae. Dn6ege m0 UaSH Eaumml 1.08Ac. 123 Au 37 14/3 1S3Ac. 0.00 An. DNR MTH 4/1 / 1 / I 1 / *04 FUTURE\ r], l so9°st71 _-�-- r-ia7- I If'--1Hs Iwo [--�1 1 ii / i 1 Omm9a' and umn Earmmnl 1^�-BLOI<K1 Ip 1 j / BLOCK3 7 \\ 10 \ \ 9 Drame3e and \ \•+ ueuryEaemem 3I aE apP WET LAND I 5006'a Mggpb¢ened/]bollpblbtlflvw flgcxa)aaePARI Bd4eSM%9bmt6,emld,•n: iMYda.3pA Fm •R4 5L-104 Cam.YM1 ��� aSmMaM1-Imn liiunlpmdsm•,A.1c ma.us.MwomMam D4#a-1xM1 S{&b1Yen•ER iW 5hko.4E(]alel. tmID)e bml9Ts.mwwgamamldleaAa. bemsma u..ma• ereapuwal. Taa6eexm:Aalaaaso-lms,� w,cN.w {F+4�i96N1:6%.ula.li,4x Ntl)+ul]WMSF..6mFC. o Taasry.Em.}m•a © Om:oseeY-alsu.uM. I \ � 12 \ 1 I w I 13 DMLQPMENT I I WETIANDI Dolew and Umry Ewement / 2 WET}AND 4 ,/ II \ II I II S dYa�J L� I 1 I er.v / 1a o/ \ ///�) -! y I ' Uis Uusry Euaneat i% 14 BLOCK35° , Eases - -V'Od, , WET LAND4 € ( end, C -1 a> 6 01 Parcel Area Table V gyp/ \ 3 WETLAND5/ I J A fa6a 2 m N.W. \ BLOCK 4 \ 1 Ikk 14MT23111 493.9 I 19 j 20 1 21 1 m II II 11 110 I -- I I oaam AREASUMM J I I I y y (> GROSSRFSIDENTALAREA WEMNDSANDNONSTORM 1 y PUBUC PARKS/OPEN SPAM L___fa5d J L___1615 --J L -_1H0 -J nnnn ei eiu Inq / NO2°09'06•W 366.16 I / I 11 f \I . v a Pma6Lbi{{m Ea roPwmmgMm�e.h mpP.aMsaMMom,mrowa..nol.aswnr.lamepa w9. u e.mmlbessdmol,AP.mn:..e.m ram(.d Ib14MciaabtlNSaNMOndSabn). iwm]y32P.ig3lMm Caary.l.Mma we 1mi,.naswma.waroweao.masesmzl,».aIP32wy.2e,).oa wq. u.®wemMl.ab.. e®,,;9aMsa'u.me>ma,:e sw.mom9.aMwM.na.vmmu,mmxymm.:wu�.ac La.eMswnMm.es"ameorwaa.Immaw..armmaEs.1( M[Mawase. 10mYa4. aagad>oa,.cannewwasuy,mmu'uMmdn.WulaaWutl6A114gbhwWMM,a1 &.arylQbaaMMMlaatr Wmw➢et/NgM WmIMa®J6taMlQvbdh KNrdau'abMPund&y+i9. end Pmifalalb4mfONaM9oRu00v&asaari), ivnayRP+P 3(. A'ub WR).ahuMyhaMmH»r &yrieahMbn9mmq,W IY AffrfarCtll4 SwMalQV V,awt8a6hy®59niW f(vW Fmldyg MlMibtl®1NpPmIQaM1tghsnaemOvb,san¢tlaSl( 05now a#�19ageu IOmivtlIImLLGdea,YvdHl`AletreuSMldfgvot0iau4a OlmnJ, Fe9e6Yutl5et®9{bmS�N 01bgiee OSivuwRsvOFcla6MadN9/IMfam5oM08�gee.(Onhk,mmaar4naa,w a9i6Agovm mM/a 6bnd9R5E4daa aYyveal mmvmbhlbE. rasa ama.tlrEmagw.®aa.ybaEe�mmaavm u�a;Memlbmm�.ms(a:wE:ena6.s Mae]bh Mi ,4.lam.a,w da6RMtvma sob p1 ay.mm �aamxmma EN.mawdmmb.eea�msmncema.mslM,mEaaawm.am�ma �.13bAMv.mbNaatlmdamQ4a11ryabp Nam muwbMMA.ImAgmaietl]/Sm4gaJamOda jadE@gesmsmv, aauMAmLywmn9u1mcm6Wpb¢abMYrlAwblanadW ofRmlx(ManSalnmeymmeiaraRcmd(nl.a,b,aw-odtlla blbM$wT W tllalabPnCOMugMfrhalprM,ama rba'abgp($ygMebMSeulntlmmtleiNMWOWndhSaRmlpab: An raad/rtrylN WdlxdeilNoamflONidMSwMW Oo1vb MPuidPq'nvy. )sE 1M(vldhSOAlo[90alvaMhAeW Oabds¢6.,), iaxMy 32 Pap2(.Nda Nnb. a.4emASM9W.gdaeNX101.mYPamt P.J lfat pNaM WbgpbdMYAamlpv9rtl5Hm ). ianergyPagMMola Wnb. Maeb6�mbfmbbm;&yai9dMMemimredxy NVLw16vM'tlMSwO„W aW,lmve5ediaammRti,ilnlSmsfi WK WgMwMbtl®1WRW OwbtlMSMAa10aM.eebud mnMe MeelbAanPemmarumm,emmwr.mwolaa.WM[4moxmnQaywls».emamarm tnw`w. m na ww rwww .mm dgmmwrls ®,ma, WNaa,bna2EAkelha Wb2l agwmeuM$wpd6Yae.wa5almhCrvu£aR.E4Pw 4`rriM,31 mm.'ngoa1fl919q M,oSwn .arirvbmmJFW ahbmtlO151bbMWMtlmblbhWaa'btlhaMMm feu'.a.Tm6geTMrb9m4EmlekgwEnW[adwtlMMalOMetlhSi2xn10wb.eQMedmSPMb MPMIq&}.iq. AO TwJ pNdMACvflQabdMS W nefl0mbdaaSaam7,6iara1m6'.�wb"aa�owsabdaFhwMmYbwc larcvgnM•a.Ywlmwd stl ea[rtmlQmbtlMSnb°mIQaW.h¢MAmdymYnuuW a,mlaWe(iry np FmlMdal' SOReW OubtlMSvawe:lOub'.ee,WnIX 9mblbhVi]tl&yrig9aoree Aba56,mdE4M MlYyarmbpsbam mmxbMlN Mnpais56a15SmhLamRtlar}d]I ag.mEml.�Mx,®a..aoawau.dmal.].e.aeJ o-aaPdwmma9ammh.emarewm, M..lfae�maymm�demm�mr . an74. l.lw o'mmmas.w0 :.nmmmm.mwm.mwr.a(nsmm.la,ImroromMamNswromo wdMswu..nmw.mm %i)4 M'.vldhmlm9mmMNSY tlaebaae(p. 1mla,d IMBAa4.Nw.m xemaao.MgddPPtsw.EcaPE>wFAruvsew am.wytlhmaaMmm,aeama.9c.dw Il e.azm,u WESFIM1EM9ElF0.FNfpAS. \ I Parcel Area Table Parcel Area Tale � LaU lock S P.I# I � Asea Upland Parrel# Lossank Area f 1 1/1 3.12A, 16 82 5.04Ac. 3ABAo. 35 12/3 4.06 Ac. 1.02Ac 3 &1 I I I � I I I s 2 Iv I 1 1 1 1 I JD ANDOVER HOLDINGS,LLC 1639)JUMFERSL.NW ANO P,MNNESOTA=4 rntm fU la( L TD�V r MEADOWS ANDOVER, MINNESOTA v 4� innine .ie+aan- bwmmam RECEIVED AW % , lGl% LTEMENTARFA ram CITY oc iYI9®o V La' INTERNALROADMIIFS 1.1MREB 3R 4 .• DRAINAGE AND UTILITY EASEMENTS ARE SHOWN TIUS: (Not to Scale) I 1 L 10+ 1 I , II II I 20 20 4 NORTH Being 10unless tee[ in width d adjoiningn2 lot lines.width th ann ameawing and and 20 teat KnowwhoY7B6lOW. wltlth oth adjoining right of way lines as Call befWY 011 shown on the plat. Y d9• 0 100 200 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M Baa SReb RiA # m : 1055cum RMOwern Tel: fi13252-90)0 SUMS13 F. 812-252-9071 MrulezpoRe MN55401 Web: landfaa.net RIENAME OM3UA`0Mdag PROJECTNO. LDP17U2002 Parcel Area Tele Parcel Area Table Parcel Area Tale Parcel# LaU lock ArneKA3 P.I# Lobidesk Asea Upland Parrel# Lossank Area Upland 1 1/1 3.12A, 16 82 5.04Ac. 3ABAo. 35 12/3 4.06 Ac. 1.02Ac 2 &1 2.57 A.. 19 92 1.98 Ac. 1.00 Ac. 38 1313 212Ac. 0.67Aa 3 311 1.73 Ae. 20 102 1.08Ac. 123 Au 37 14/3 1S3Ac. 0.00 An. 4 4/1 1.53 Ac. 21 112 1.63Ac. IMA. m In 1.53 Ac. O.fi6Ac5 61 1.50 Ac n 172 I.64Ac, 1A1 Ae. 39 163 1.56 Ae. ON Ae6 6N 1.51 Ac. 23 132 1.62A 1.40Ac. 40 1713 1.65 Ac. 1.347 711 1.68Ac. 24 16 1.68Ae. fill. 41 163 1.55 Ac. 1S5Ac. 0 BN 1.56 Ac. 1.41 Ac. 25 NJ 1.67Ac. 1.08Ao. 42 in 1.SDAc. 1A4M. 9 BR 1.73Ac. LW An. 26 M 1.51 Ac 1.16Aa 43 2NJ 1.50 Ae. IA2Aa 10 1011 1SBAc. 1MAc. 27 VS 1.53A, 126 Au 44 2113 IMAc. 1.65 Ac II 12 2.61 Ac. 1.09 Ac. 28 Sa U2Ac. 1S2Aa 45 1/4 1.67A, 1.50 Ac 12 = 2ABAc. 1.17Ac. 29 m 1.SOAc. 1.50 Ac 46 2/4 1.54 Ac. 124 Aa 13 32 2.93A 2A4Ac. 30 713 iSOAc. "0 Aa 47 DUeotA 0.58Ac 14 42 2.19A, 1.62Ac. 31 6@ 1.66Ac. UTAc. 48 OutlatB 026Ac. 15 52 2.55 Ac. 1.07Ac. 32 In 1.63Ac. 1.35AN 49 RNd 6.52Ac 16 17 e2 72 3.59 Ac. 3.14 Ac, 1.01 Au 1.81 Aw 33 34 1013 HA 1.52Ac. 1.89- tA3 Aa 0.79Ac DRAINAGE AND UTILITY EASEMENTS ARE SHOWN TIUS: (Not to Scale) I 1 L 10+ 1 I , II II I 20 20 4 NORTH Being 10unless tee[ in width d adjoiningn2 lot lines.width th ann ameawing and and 20 teat KnowwhoY7B6lOW. wltlth oth adjoining right of way lines as Call befWY 011 shown on the plat. Y d9• 0 100 200 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M Baa SReb RiA # m : 1055cum RMOwern Tel: fi13252-90)0 SUMS13 F. 812-252-9071 MrulezpoRe MN55401 Web: landfaa.net RIENAME OM3UA`0Mdag PROJECTNO. LDP17U2002 SB 76, W II ,1 MmI1mAYbM �. C t S79a6531 MR24]W 167.87 OHvn87e.0 100 YR478.3 100TRe8191 3 1 y Watlend3 11 q(y/ fl65 F jm rUB 20 SB Ar 411 1 w SB 22 ;wry V, V, 1S �? �. k kd\ antxmne W. nti �� I �M 23 y'/ I ' I / I I I SBS LUA I I I I I .- 2`250.86 a; 4SS.6o 335 1 ,38 I SI SB 25,6-' I BMW Pm SB 40 SB 41,yA- -,SSB SB 28 MTINAS EP 2s f B 2 yJLi JJ mm Ime XeMem Mmxe/ Xemmr:�mSB d3aa ,,�y'' X5'35" f:ea SB ,yp-�725. $\ N8854'25'E I t8 iE� 220.2—`I { a_,z 55.60 „s55.5Cr25v NEIIA`OB ZI Irp ttdf�lP eAeax Wq wlt & 'W19 ''ByyQ� \I\\ 'M et 'fit I .in V —T— T Lr s ❑ 3 �sy 311 � F5 j- rt a. M.orEE� 5Mx lem 1. fa meMmgkgNumr9a.+srmMler6vmRo6wul8w'se16REi914. } r � rM,brenwxeuyNmmw.r]. sx..ebPmn,em*d A.es.wlmv.,rnet..rrwer a Maxwepwrmm4MrlYr Yemnn,rmrl f Wtle,l bYelgryalm,[MnlmlrgerOl.AN. MY,Wpi"mmnW Snm Lmmnyk -nne6mm..n.k.,r,im„nt]w,.�nm,wsm..,.w.mtY.,. YrnP.w.M1.n..m.. p�M-PmY9w�igm,6�enimSeraP^-Maw X6rvaro m� rruM'�,r mS�Pwne m> �a.waai X�krmmdbM1mx_..m�,anMY��X�..k�5q.tmM��bp�Mt,be� L 4Yir5vinYbmta,m MA.Xtlamulpv64yrry, x CP41aLban.MPmtlnbWMinJvmRbnpYbLggq6ndam Wtlmry. a Muxewnmb�grPn.em.aw..rm'aarewa.wrwe.Yp,mP>Yeuafi.mu+ ResN mmr.gra��w��m.bgmb.n,e�m.I.xmra�Y�k. 6 db panam aaAPvnvrnsMbetlmYgb M1rrddygpe8eptl Yah I. fmW'+MWm, vml�rdvgc OaM1akMdwa M,M1rTYtrleleb Pwt aTePrtl PeWa e Fxae.reM.bY.:Pa.mimramadmr®.mrmowaPamra+YaM1Pw.tlre.rM mnymamYrreq. B vWtl W.ue WetwMrwaeWmeaynwPyaysnnsngba9ymrgYnuemnMN m¢H Lbup 41brtP�aX bpalaMwm Wn tl mMMalv4 ,0. baanwlMmaamaYnglirmPmbevda, 4,d,mnmsvwrrayamevirghb/ .qmm ,,. R®a rW.etldxrW YmM1YfmJN, Y.mevb MM1m4hae1ua+9M1a.IP�n ameE sgX,.c 1E Pamm mYy Mrn Mh9. Y,Y1gsWnpnatllYb piq.nabgWM.Yvry Taregvrb. N. IPmn rb 6461ar4 pf. mlaYaM.9Yrh 6nmu1 ' .Paw WtlearNram�xP•S. PW"+kW,M1NnhbW qmw nw6me.t. 3 � .rye mwe r.armaw.n,amma Era. mnao-w-m6�Yv nn mrrtl.a ,a Pwxe ..n,Mmax..�:Xam:.x. M1P4µ Y+e.rmanmm.q„mk..,. .. 15. Na6mriysn Yen M,nLypMgrryYb/WbbkMlrgtlJaNnCLn.u9eamN mx.... ,a Ibme wvtymaruMHmmMmrgmnmrl. qMt. BR4 .-- Fb jln.,m Y0.• a]u R4.NLtvtbb pmprlJ pvMbn r-0 SONMrta Manaral Ygnn]ie5mWp33, Raye Fer Nepp t14Mm CaclFibgWeetlau dpe yrMmu Ouanere Ne NeM1Yaa Wnn "5Oou^ry,MmeWa,oe[m4Eexleee1w'art 2M9wmerolsaa ], TeuYp R. Rup]4,YaawnEle 4v 9mM01 hpeem °a weol Ne SaNnreWantrN—enm SON C . lr 11 89dpree513mlMexlEttmna vmNa'uL W�a Wrq Ne mrErbx arvJ NvrNeva Ownn erme SeNlmeY Oualier,a Oaanual ]JIed:Y'em Nvl]rm MgreexAmnrneam aexnMS Weala Odaze ol.lE6.,eleee, 1M NeMrM OurlerolYe SONMW pIMero/Rtlbn]TovmLp YLRatge x4 Mtie Iry Na1Y<38eara°a,S nwNesa] Vh. Fpttr Mn,vyk mM amnYnWa49 rewnCr Nta ON aemaaENa�Num ol16i�811,e . mel wnolsawk.d amne, Is.am,]]m.xnivm, Xarye x4 oar. ara.ra.I n.s M,lewemi Amo Courcy Mw.eiga, hs[nMtl 6epe WSeuLmeY wmeroliak Inee^]^a W4prns]]min fl G b molwq soNnt.a omm� nlmt N.M w�GPequmk+m,ammnm Mmk.e amgrdm. sxmmmmm m.armrm.demnlw MPnmm Eaa .kM �e 5o5N 4rc c,v 6aarteel RNIrvYN. ]Si,a eeN Arq em. wnn,aata Ism.,x leu�wm ,�pant/ux stwmmamt,dw mseam]6w mMtm w�i aswn:;d ow t e 'k m kreuev..r» m mora N.Me Mm I emrrmer,arwaue mNraamm elms PaNMetl Pranertl lre h 0 ne Begrvbq. orvNSONM WmMPtta]]mnNm9 A.e ,.daivxa kn9 E 6 x x a Iwaoranb a mal mnmxmu<aa wannn se M,,, rt� ]z Mrraa x4, �,ky°. r�;,. "`°e „A"°e. eM. aaarrrm elxw.ea ta.-I MM gisre•mmnmassm/mt• AmY Cowny Mmewla,omui '.B Ire NwN mnolmb uMLeryk IJ P mmMr.a?nE krgNtlx4].]3leelaMaCUE tMr.aomn.rt lire s�nne ae9xm se tY.nmummtn �. �tl Nt aoay v..mw:u,er.. xtnnroayte.mmr.aeam Eaa.nkryme xtnnotedm wNnmaomMr .Qaarn ul E.a a sa ker m.m. sl YePwsemwnex Wa.mme E5.1nkeLNerry SouNr9C Ma EnaaaOrceelSl Se ML Kdtlawlamel17S3 ryMnnW WMlzolmk SOWxaa OraNrolN ofw SONA IJYePees lenvr aam d5m.]9ke[Pom bNlr $NAvaa Ou ,rouelrh neMeaa mmerNsen/aM Nek a.Pmiasmrwei s3 mm .a]k.Lwrm xwmatPmXW .mrnure. Mmm Wmmw Eaa.aa .�aIN .a,mmdansx Xtl ab `va walmrre urcav >Am MLaraa mgtl Pva M' MBBMpwa6tlNrlasEmeNa mN Avenrw NW mtledmkYon Ne yleIPRESERVEATPEIERSEN �a ry xMfx MCu.rvw EaOlM Yeyaaa fMM Ins NY Mvnatm elMmuYVR/merMnd WesWMY'. dta m. ekh'♦, el m Spq•gpw64niMmJS m PRESERVEATYEtEASEX FAPW mmmaweaa anYrrcat 3n M aaYmtafSA¢kd Wry - p WMluaa mrYrdnpbel n0.^M1Nw a.Ya.]m51.�,WA.4- n <nw xa�s`mma.sensi.m rewwrlNaammsMXW WpNn neka OeE nbCum e[CXrvyW MYeyem6 mm ea EmNY.dmaxgmwawer alw .nett. M I re - Mekm. amMx.ammmd �a ma es mnMryabq Te Nka Melmp xeMe Nn pruner,a llq PolYtlBpMy. ab ,ma, Pan IhstrdwaagnXelue sew.0 omn.rdseakx]r.mmrb]x. are. m. wmq eP+Xr. L•.Yw µa NXYe1,M Em ro, mx.,mermr NORTH Know what's Below. COII baWe you lily. 0 200 400 CZ JD ANDOVER HOLDINGS,LLC 1&WJYNIPERST.NW AHCO`R2 WNNEWTA 553W 1ELryRITAlE1 WADOWSA"— ANDOVER, MINNESOTA RECEIVED CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M fmm 5lGb Poish 105 South FM Ax a Tal: 512252-9070 S0.513 Fax 54052-Wn Mlnnea0 s. MN 55401 Web IenOlo,m,net FILENAME C[OILOF dl PRO£CrM LWIi002001 l__ _ .- . , , ,_ '. ,'" 1 a 35'E ,. -' . _ m";:�m.�xm MBmM•.dm.gM,,.p.ada:,naP•mn,,.i°wew@n,m.3. �1x mbmmmmea L .42 �� n,We$vW xeNEm,ltl. .. InMlaSalha9p,.ydMaMw, OnMdSa'M,>iwNpRFaM3.Awbeuq aMgfsunm•an 11.900000' Fq maazu,mxeapmnmhsm,.nmmax.esm.aa..ao.xnv.sawM:..wmnm,ee.5e°.nu,l, I 4900000' I ,%aa«opsxEr mY- �Mbnm lna.eaew.Man.aMwlo-,amn..e•I.ma3zl,KMeex,unageam I YDJ/E((N•,yWl - wa,ed,MaM63daMmremacyxrtamertm.•mnw.,ammnaas.n,.awM -.Fn 013zxM12Wi� PYIm323w1Mk UWOTA6<Iptlx CVREt9VAPFJIIM£s.PG f NWbMtlPW aM Waa4 oabe2s,oliv,'Mgmwwllrean93aveau 0avawxeeae 164S0.V(OIA SIflEANN 1. 16165 nKMA S1PFEi xAY 16x61 W{OTASIflE Ml' 0.15073E FNAYAIIYl nMPMaOe,Mr9 I n%axufuw mw uxm nwnwxa I "n m I XIm t6�wsrnAs,RFFTNx omeaslwwmllmu uc I 'avmmsw•fxmm,IfRs olxsaazswraanOmsl NIN 0.15Nif iM0.YAUtLL" IKAES PKn LL J _ I / - 'J pMFASIyppFglq£S WG _' 0.15M#EFAWYJdYUI 0.15WYEfA11YAIN1m 21 Pban:O��MNMwa W'xanatl° W,4pM6[Muatl gdlvMm,nmmmaq�•mm�XnavE I/'j I R' SYAEFPbITAUW J I _. -. !I m� '� e epw.61Mrt4xrmx Em�mMMgpf],wCMgeSaMUny,nmMMnmwveE va�eaw I WIIFASIVSBFR.NIT 1A'aiPEF1AW I pvm131w6�WNae•vsgRFlxli lePeM a N/,�erm+ntlID,R1aC�,uMgnmmxmegMWJ,e , ' 'IBlY4 RVWt brPFEr _ - �� mal y,a3 TMMf3xmb, NMn3 YpIbMW em / .NW.TJIMlW3l1 I I IIM.£S PC, / '� y aaewaz4111Kvaw5MMGgan6nNn3xw•L Enae,w-tlYmM[Nn5n0NhpmN q' $ 9 FAVd%MML. J ' �y 2 I+GA IartlaanM a3 .n W.rtvn3•,aK.4Wn NM3aVmPolaMnmtma• / I I 0.15{tlEFMftVAIrtLL %"= _� � � '' �/ - \ C�� b'� aeMueomr �d�'EaF@WwWWMa,ssInN•6AaarWaalP mavrerorywgva wnpepwswn...amwa IN,a a n m Mwtllnq n aMm �m p 1 oI�Y I^`I i:, I I / � � a /`f,tlM,dMddMM,dmdadMS,a,.dMM.aymn,>,nMaA�,xe,4Md,m,.,tlrennema,en -/ \ ' F0.%Jt3N60J6 I l %lY%�3A6n]IB / % I � - � I. .I' '/ �6yapgMwO°NmmatifxaMm0.MadMYPndtl„is4nn50-uuuTn4Mnm,5 IWRR4I(O,ASIRE£iNN -.. I@MRWAiA 51flF£f MY I h l 1_/ m tlreo�w,nNa,m».htl�,.tlM5nm.9^.ee,eavna6M,,,°ae�,�d@dd,.m '� RAN Sma M%@361W11} � vawmtl35 I AIWR(w66mf I 111 I I �� .J N � �\ I mren,..Nm°x.»m,.,m,nal.mmm.,�mw.n.emm,a•6aw,KM,n %U %@E344M15 \ M'tflt DllFlR6WMJ '"1 1�W1(9r4S11£Ei MY p„Fy FSSGAV 6RYAH A! �/ � J rp 4 l XeN9tgwA+Mvn a9avmbpmab,mtl>#A NK vnn lbm9hpee WneuloMam¢EMamwad IJ[W RUOiAbIflE£r NH - FLL691" � �- �\ A,�.,yy \ S-ISH3F FMLLYRJVI- I (AYt6iSL1V6LLE I�R.15P%YfFll6YA I a- ��6 �^ \ .-% �'v3 a„b,MnMmlremntlWma,n mtntlMSwMapaw-MmAwm[prY UM•i'4'M,IENbK(IEJ )`... I I $ e ��. a,mA WJESYFR M1ISW3EFMW.YAWJ. � :{. I °SFW+p6�narntl•mlbhulPalxaM5aWr16aM,m4vngmSYMUMPdtltl 0.155pFNYMll" ;. I i / `� I ,_ , - , � � '.'�ee4 M'trim`ndMaw�.ao.wtlMSm..•,arewtlw5,am,6rvmMa enlm.arepenlena,v.a,=Men SB 38 m �- mahma m.tla a nm tlh h n. Mxa@ nYmma@ a\ I J 1 I a I $ / I mlrunmmemd,mu�neane•Irv.mawxnear,onndM.sawnawrawauv,bd.edaM AMCu(or s,RRF,MV \Vl I I I I 501 °0552'E ' unot4 BSAI 'E»nacswvFgfoAes uc \ --\ !-' I I 40.97S01°05'STE 407.73 Ra R15Y%tEFPMLYjrtML \. /.' ` ��`� � I ��.,. I • I \ � � � va �waltl,4PWv2a,a'e re@S°FAJEtltl eY P�EIE MFYW( FAPA444V 4avnbryaPo VMbgdmttn 0'OTE °1 `,4389 /� �.\ r F r A s A �• I �� I J_ 3 1 ' //"/ •• 5°^ :, 1. oaa.Ranazam,Mm,. m+tls..zsgmap+dbMs°+ms. \� WELAS 14) ( e E s amannam•ntrmMamwm<Mne wnabu..;m,..mbvnwaamnm°w,r.wam• do11a. 598 0YR.=86 ` s3 1 A b ManmMxM E l S Pmmm vew4xenxmn,b WaWnIFnM,wMaIIW FN mNamnWMA•4 100 YR.=868.7 x a.•ncAn.mn:n:,a aA.rtm co=a,.esbana.,.InMayamY,:.nMy,m ? w II BTM. 864.0 m•ym an'W^ w+mnw.. s.Emb.�wefemaxnrnw:'eeo-ovmn. lA' WETtANDB b nmwlw:Inn.Wb.,v+nmw,ra.win.,ne,xuHredw,vha°win.mx.Abaa.va•.+e:re..w R ) / rJ �' umg,damnwwr. 100 8687 / 4 - B. Pmaepxv,a N66n ee«sw Maaem.ree4.wx wsnyrm:mMxee.,smuMxtaammaa M' BTM 8640 r ,y- reaa.wMeeda M•merap,nMmEaMmaEm.mrmnwmd ,o en,wn..4,mmmen.d. wxed6.vtrban°mnm°aw,n,nnmmv,Pnw.^^wm•,pwY V \ 6'C0A2 �� \ r paN 1 \, -- n. Pnnwe6emmbf.trF,lq mmm.erfire,Mm. emambdlnwmbmatlreabMx,.mdMrePe.MFp'b - i area uesrcauB. - \ l 11 Penne ptionalailp be / $636 - .- Ix ��� , °�" 1pz Rnwoa.,s,ar„e...'ma:e.m.atr.Inlamx,aaemw was M6ae..a�'+Yx1�n,m,rw�u. /� / '' �. n�,pn'v.l'g,Yptt4YB b,aafm wrew.um.m bawre.w,x.. .a,Mm.,wnn l'mwnues, / / I /-/ - I3 un eMmwl:mn6a.embeww:ewabvneal4l.va'Mxmm�aaMnn®xm l..+a' :% - I I � � ' .Raman'nlaawb.w�au.w«w,e:.wh++.awsuwna•wapmw�noazweece:n �� � .. .. ,' � ,' ,' � , .� \�-� _ _ 14 FP9mtlmtleb^Wh�n(S*Y161MPativAYMbh,l'e:tlpgmMaiS'q n'nmA1Wp - _ _ pWa6evnxMNa.ienaWe ,armah5 {FshnaebmaewF pei4l,sN,bd. 50051'44'E 838.93 :�i : '.- - - _ - 1 emb ummperaMyawaamgresaabyammax In Mlnwsamasnmin manwm i s M1 aneroY5ee .0.1<. / i Ea , I. 16. Rome gsel vda/-.FaoStlttIMVIMa,Mmv3 m'nrvAnl. alnaw:mme6>,s.»•,tl6m=n,rMltlm.revlanb,+sa..sw vA lx4trrAMaaabaAmm. '".. _ 5B 4t2� "- •. wnm:ecma+wa,:wlarvw.:rewmam.In�.,mnrc..,.,M w,m1 nmenpiamalmw^u6 I(] MWac Emigp�aM6MAYeemStlpnb1p'vmgmnlub, itavebun dmame •. ._ O \•" I' CViLEAOLbIpa4db Pe dgnen6meQa41/.shuYe•fibnbmvSnaMm m,{mnbpvY/IMow .... Q a NORTH _.. • SEE SHEETC32 �� Know Whar• Below. ------- ---- - ' li Call before you dig. 0 100 200 JD ANDOVER HOLDINGS,LLC 16900JUNIMRST.NW FNWVERMNNESOTASM r¢ry,zµw,zxb 111111IFALITY Z, Y wz6ws ANDOVER, MINNESOTA _ RECEIVED CITY OF ANDOVEER PRELIMINARY PLAT August 191h, 2020 L A N D F O R M From Spero Fneh e 105Smu FMAvenue Tel: 612-2524070 Sube 513 Fa: 612252-90» Minnea9o(B MN 5X01 Web: lanefol .net FIIENAA¢ C1011DWi21xg MEMO. NO. LU%]W2M • .-iWExJNAId s, MV _. - � r .`6' , �F ' r ' b ®O: Rx6rNYEFAAj•YFb,A,f ! r p' S643 -,A o O .m PMxtl, _ iESB35 * - 34 SB,32 - ,'°ubmw i6'za%`'SB 1fi SNETIM9ViFFR 9"= , � A�.4A AN v5'� - I werxuuluvoaaNnFrtu ,$ sags ,. Famnxmlmun atlzmrre,w^mmwel.JamP:a®uwsme,e, 6lxazmra / / Q�/I O z. onla.Hendee:mauabmbaquwJmmnx.swxbrroalnn,aaamsmwxnm,hm:,l:ntn I / / - / III: II� II dint. %fin s. Re:M.,y,v„a,aMmn.,bnnesmtlmw. 33 galwnpkVAmRyN4YxM56/Y}i•vi Fm'ummWseKnmrym/bc "�'`�`�,��:.. / � 1 -O iW1.lw.,W YR &B. BAE alnaw:mme6>,s.»•,tl6m=n,rMltlm.revlanb,+sa..sw vA lx4trrAMaaabaAmm. '".. _ 5B 4t2� "- •. wnm:ecma+wa,:wlarvw.:rewmam.In�.,mnrc..,.,M w,m1 nmenpiamalmw^u6 I(] MWac Emigp�aM6MAYeemStlpnb1p'vmgmnlub, itavebun dmame •. ._ O \•" I' CViLEAOLbIpa4db Pe dgnen6meQa41/.shuYe•fibnbmvSnaMm m,{mnbpvY/IMow .... Q a NORTH _.. • SEE SHEETC32 �� Know Whar• Below. ------- ---- - ' li Call before you dig. 0 100 200 JD ANDOVER HOLDINGS,LLC 16900JUNIMRST.NW FNWVERMNNESOTASM r¢ry,zµw,zxb 111111IFALITY Z, Y wz6ws ANDOVER, MINNESOTA _ RECEIVED CITY OF ANDOVEER PRELIMINARY PLAT August 191h, 2020 L A N D F O R M From Spero Fneh e 105Smu FMAvenue Tel: 612-2524070 Sube 513 Fa: 612252-90» Minnea9o(B MN 5X01 Web: lanefol .net FIIENAA¢ C1011DWi21xg MEMO. NO. LU%]W2M 3g$� +SB 41 DNR 2-87W OHWL876.0 L� FPA 87183 FPB 879,6 e s n l /ns 1SB 21 SR 20 I lI >A �y\` �' I WETIAND3 ` \ OHW1876.0 ' FPAa m •^-w... FPB 879.6 - *SB 40 _SB 29 --. -_ •-7-_c -- - -- - nmafrm°wr.mlmm„du. wm°wr.mf w,..•ns.. zcn.r. z, •.. ... �e PO.mS�U16T HDrruR.i ° Xw Farm d-� 0 wm ® SnM,MlvflmaYMei � .WxYaPmvl yY 16SMIVMPFf6l 6 NmmWreilm —H}-% T ° S18nq *SB 28 ® 616➢ K,®p,IRq W°YdMEa Wl mfi°IImK, ]M1x.vmam..aM1smro.bas.ar r.rnmapar»a.Mrrm,ry. nh..m —n,-- {bH,ar.IWK B➢• find S00°512YE 130817 Farm d-� . WET LAND ' - -� onn na°scvEm SB 27 yY 6 6 NmmWreilm he SB 26 *SB 28 M PIE6EM SB 39 K,®p,IRq W°YdMEa Wl mfi°IImK, ]M1x.vmam..aM1smro.bas.ar r.rnmapar»a.Mrrm,ry. nh..m OF a.mm. °..m..e Fl.w.am. n WETIAND 2--- — - Farm d-� . JD ANDOVER HOLDINGS,LLC l WETLAND 1 �ra.m.o$� is yY 6 6 NmmWreilm he PoI. p,pa aMlmµn,M1SlYtppa 6elmlpmbtlM1 M1mYpavaSv[M I. J M PIE6EM SB 39 K,®p,IRq W°YdMEa Wl mfi°IImK, ]M1x.vmam..aM1smro.bas.ar r.rnmapar»a.Mrrm,ry. nh..m OF a.mm. °..m..e Fl.w.am. n ml�lasna.no.aasfear.na..asemrz.i°map#w6. xl adn�,a "”`mh°®°i°vhE".�°"°'rbalranm,.doaxel.®IowaM1wn.ol Ranmam ,M191"°'Pr°mr,m„aan SB 24 NalMbmb.,�aX41,Khm NM6Jq.v 10,bY#waMWM,aWma $I6KOeoliTQrbmal6nnb»maWem,mmvtllmb]K.rervm WWA gyKlmoM,m3iJe WM1,mnmambYM,dYetl&pl]bbh MYhmtlaf ••mm°mlm®mYWtl,dhvax9AKlmhNaapev WgYaeE,mY 4 Omma61bls10abtmadmhl,pNWxNdW YrpanfO.bdx EN,6M1etl6]I6K1m>bNA(gp4vW]t,m,b Far,l,YmdI6I81K xxmo.M1bM1P:,ae,•,hp hwswr#afy.m#rrb.rrm,mxE.bm.maaly KbM1eltvaoa Wlme � o.rabsnremm a.b,l.esnrmeP,mm.We. n,mra6., my.e.erh.ar r6.lmo.m aM1.wM1mrom.,.amaa•an u b M1rpmaeymP. RaPfawlwlOvbdg66.maOVYaSon l.tmytPYMk:lMr60,ry. 16 LLvi.hpnpa bW — -------� 1M�btl NSJwpOW aNbmnN r>AYdfePsebrt .M^amh.^h°M mf _ --- — _ °I DIYKhrafrMllfpw Nmismea6FW,46aa5OiKImu5M01 5.•/.etlOmaWAlpm Wtl90#wb9,vnLLWml •K E,liedetl5Men1 ��I,r,wameAm Db„I,wmv1{ .bhroaRGKlmumeM,b+wva]nsxK4p,wp[ionemvrtl°wmN m�.3. WETLAND4 OHWL876.0 FPA 878.3 FPB 879.6 �4 •L SB 19 . JD ANDOVER HOLDINGS,LLC l ,6vFK"PFRSTNW 1 �ra.m.o$� is AN60VFRWMlxxEsorq SSH4 yY 6 6 NmmWreilm he PoI. p,pa aMlmµn,M1SlYtppa 6elmlpmbtlM1 M1mYpavaSv[M I. Ilw {,1d4b bA.al Ovbd h h6mf mmndAea x leeelp3yMgexl Mao LVIa i°nmV Yliy]lh,wMh[gsoM 0l�mrrvavrrm,h Fq K,®p,IRq W°YdMEa Wl mfi°IImK, ]M1x.vmam..aM1smro.bas.ar r.rnmapar»a.Mrrm,ry. nh..m Mf MlpmaM WhalOvvaM1blr,mrp/md5»anl laWq#Psgexl,.wbfa,ry, ml�lasna.no.aasfear.na..asemrz.i°map#w6. xl adn�,a "”`mh°®°i°vhE".�°"°'rbalranm,.doaxel.®IowaM1wn.ol s6,rem.emaa.6•...6y,gabswr.rmer.arsnaeroraM1w.w a"':"^�s^mmay..u...wls,mamwa.erylkmm6. a,mlclr�lmrval. mahmmwn•erPes6nW,. u.mr•Eaum•M1smi.ammabwo.baM1 smemarzae..mwds#.nKlwxmm•P.mmrr.w W®,b wm.ms�a NalMbmb.,�aX41,Khm NM6Jq.v 10,bY#waMWM,aWma $I6KOeoliTQrbmal6nnb»maWem,mmvtllmb]K.rervm WWA gyKlmoM,m3iJe WM1,mnmambYM,dYetl&pl]bbh MYhmtlaf ••mm°mlm®mYWtl,dhvax9AKlmhNaapev WgYaeE,mY 4 Omma61bls10abtmadmhl,pNWxNdW YrpanfO.bdx EN,6M1etl6]I6K1m>bNA(gp4vW]t,m,b Far,l,YmdI6I81K xxmo.M1bM1P:,ae,•,hp hwswr#afy.m#rrb.rrm,mxE.bm.maaly KbM1eltvaoa Wlme � o.rabsnremm a.b,l.esnrmeP,mm.We. n,mra6., my.e.erh.ar r6.lmo.m aM1.wM1mrom.,.amaa•an u b M1rpmaeymP. RaPfawlwlOvbdg66.maOVYaSon l.tmytPYMk:lMr60,ry. 16 LLvi.hpnpa bW gCvdbJ M1MAxelmrndm41 NA1eW ryaaM16wbN anV.tmN,WmbP®NmnM11l�q�b6v6mgM1HaWYmtla1N,WNONrtlM1 1M�btl NSJwpOW aNbmnN r>AYdfePsebrt .M^amh.^h°M mf 6Nw/Ob'rtl GWxetlT411Kho6M 190pw gviub#aJ W,Ybotl °I DIYKhrafrMllfpw Nmismea6FW,46aa5OiKImu5M01 5.•/.etlOmaWAlpm Wtl90#wb9,vnLLWml •K E,liedetl5Men1 lN•Mm,h,M1#®4FubJuwdg9l KEmvRW migemewbW mh4Y OabtlM1SnwmaOvb,aYvtll93mK PUYlrpnq� rpPgkr., .bhroaRGKlmumeM,b+wva]nsxK4p,wp[ionemvrtl°wmN "^b^aYDEkabq.mrbpMiemmm., N.ry a65.W K,mW Iw.q,.3mtli6mKml,mmamp.dme•.vmnw Lvmar,vma. rYntloy,m md,tl]lrpaaxv:um#,®a.,ema,.ynd],Instlw,weem'ya wemrYgr® slyd.rha,marabebx.ebn.wemoee,e.,motlxaazKw..swnaaDm, m^"^^#'^m'b.^^m"'^WaD.mmraa,mmemry.mwasnnKlm.. 0nuan5vmYEa,MboaYmM(h°m6wlrtlSEwSlnnb]$ymq WK. 1bP516gxsNvW W,m+.bWN,6N'mdl»$xMb,plmM1Mlr Y,ge-0 ewmmznlzK Ime.mm5.me«a x#aK a.P.,...r ummmw b M11be. ,ma6.ramdrrsmbd.e.«sa.WaEsem.>mrba.x.e..e:Ir...wn 6^a^Io.baM1swmalo.In.emd,m.nK..nal. r.lr�m...6..a.man. "^"`n. We°q® meu.rm,®rwmay.tlp M1hme®ea�,ma..an Whelmasnrna aP< pm �"plm#.aabbe.em..tllwnedbl.smnm.amfawmomrnml.am.mf ,�yy,afs6nn�m.mxWme.�aaml.a.ra HEsavE6irtzcavl r..aas n,l,n.ewga :heo..wywymsmrh.b,.swmmlmo-.amx,reaoamao.�mwl Nru•.MeaMyh WN6mtle, W4arp.bdbSY®IOsmbM1Pmtl P,m,ny.,emndr.wmy6.awltm.rx.amemEvxu¢gT,ErE�aErl Erwas. M1V°H hpvyMn•1.%Vm61-1WNY ro Pz a ulslmlx6rE.INz Amsxw OME0.IX®EpQS%.LLC .UiLL11UV1NR5]h4E 1 SB 25 RECEIVED d5 I r. I CITY OF ANDOVER , aeh.oernoba.abne,.eo..amrem+Pbe>aza. , E.mrmmrmwv.awpv.we,.N.mnna®as.�amtvsmrt ' —", ".;m.,,,:® z ufaN.n..PK*+Wwm,maw.mnhv.v.mnwfaanmr.ea.rv. z•o�wraee,rrvumuWwmrwr s.rk.brwtllvrvnan..s.rxvrwe....,b.e f. en`earrz.®.,,,m��.,m"°`f s. s:sr.naac.mb.®rP..rem.am..rrmrmn°,°,elar�.mr..rq..P,°,em°.mr®er. s A�mn PRELIMINARY PLAT August 19th, 2020 i LMrmsYmbim.Hee9Peh+'^.W+MbNrre.a.mrr�m'.bve,°OP•Vn'.rmn'Id®M1Yu , we6W bn,vnrmrrmWHml•MwA19 MK'�96mar+rW6wC .k a xrbes.hbr�+..ww•wmrofe.a..awo-see. o-..lrraid+>mamnlw.ria. 1. (m{be6°eabr.mrmrtlam,bra,Rl'mJW bntivvnfrM1mepM'm[mlYNpuJ n+au 1 1 1 rvlaimetlaN mmW9nIIm®PnNe rfgwdMrvMn ntrnnbn,mpplMmPrdanib�m.M,aWs.MlbleTR4C,Ia•-• a me,Wrtab.IPm,bn.bm.mrla.aa.�,vrme�bP.mrmf,mm,a,.ru..,a�+.r m'^°"®g0in°`'"d""z,°.o,m:r. tmmrr,°e.,m y.m�emm•.r,bmnsmpa,he L A N D F O R M yaw Fn4gm1✓1x66nNitrwJafpanhyn+yvwvm, erm.wM1lbpv.emme h[gwv mnNebn rmmNeYbrgrW eereugrcemne4retl. Wmebe Wry,brrob,Ybw. m�brmb•LLyIMaP BOm5dtlo Ndm • • 4 Fumrupu,.•ylmha.{AIwYaWml,DwrIP,NXImiv}bi,gmYVJmramrHlb ��gW l m°nx°...w wo-ms�.e bmamM1M1maem m,.,mmaek IA uwr.wmufvmm»„vl,balmy.bgammrwmre®ma.a•w.mwary.la 1055nM PiM A,enue Ttl: 612.252-9070 amw SUNG 510 F. 61225b90T] ». MwbambyrcWgmdnW,a6m M1,a Ga6ebameob°ml,obl.wlmrm°m.,aabe ® N'nnfiapw MN 65101 W66: Imghr„lnet dmq.3„SMel1 D. # wmm®mcrwm6n<•n.bnwrh°me,mavwmwmmv.nms.abn.lnw�•tie.,h� , FlIE NAIff C1011DPo02My mNam°'eo'aAmY+9. a+mlbM•4e.V FbLJ.b4+P9Mer✓•Mf,a6rhwwuinfiriuuks ' PROJEU NO. ILPV] = pwsmmnma.,mmm".am nra,..,,d®ww,.rar,+-f�.m.P,mwm.b.W,mr EXISTING • 1 NORTH ' MbemxaelN.�.p•ae,, pnyrma,pµe. mt e,✓s,mmb4Epmwvbn'n,mhvvA Nys�npammLL G'& REMOVALS Il ASY9,P9•Mmam^MM1WmeemM•Ire.:nmrewamnmM1raaama6as•am•.oad:lr P.Pmaminn,uwa,mr:..®now:mal<.Ia,a.b�m...mWeewn,naa. RFlply wnOY>I Below. Is. w�m�r�rad.dlemb.mybPrn.earvew.rlmr,hnr a•aarararaa..,ran.rma CallWIXB you dly. 0 100 200 r n..m..vma,ow.r-rn°semlrma.mmrvrase.iet f..r..�....•....r,.....,..r...m....,,...,r. DWtR JD ANDOVER HOLDINGS,LLC E ,{ C6 ,6vFK"PFRSTNW 1 �ra.m.o$� is AN60VFRWMlxxEsorq SSH4 yY ,6, rslymfa, RECEIVED d5 I r. I CITY OF ANDOVER , aeh.oernoba.abne,.eo..amrem+Pbe>aza. , E.mrmmrmwv.awpv.we,.N.mnna®as.�amtvsmrt ' —", ".;m.,,,:® z ufaN.n..PK*+Wwm,maw.mnhv.v.mnwfaanmr.ea.rv. z•o�wraee,rrvumuWwmrwr s.rk.brwtllvrvnan..s.rxvrwe....,b.e f. en`earrz.®.,,,m��.,m"°`f s. s:sr.naac.mb.®rP..rem.am..rrmrmn°,°,elar�.mr..rq..P,°,em°.mr®er. s A�mn PRELIMINARY PLAT August 19th, 2020 i LMrmsYmbim.Hee9Peh+'^.W+MbNrre.a.mrr�m'.bve,°OP•Vn'.rmn'Id®M1Yu , we6W bn,vnrmrrmWHml•MwA19 MK'�96mar+rW6wC .k a xrbes.hbr�+..ww•wmrofe.a..awo-see. o-..lrraid+>mamnlw.ria. 1. (m{be6°eabr.mrmrtlam,bra,Rl'mJW bntivvnfrM1mepM'm[mlYNpuJ n+au 1 1 1 rvlaimetlaN mmW9nIIm®PnNe rfgwdMrvMn ntrnnbn,mpplMmPrdanib�m.M,aWs.MlbleTR4C,Ia•-• a me,Wrtab.IPm,bn.bm.mrla.aa.�,vrme�bP.mrmf,mm,a,.ru..,a�+.r m'^°"®g0in°`'"d""z,°.o,m:r. tmmrr,°e.,m y.m�emm•.r,bmnsmpa,he L A N D F O R M yaw Fn4gm1✓1x66nNitrwJafpanhyn+yvwvm, erm.wM1lbpv.emme h[gwv mnNebn rmmNeYbrgrW eereugrcemne4retl. Wmebe Wry,brrob,Ybw. m�brmb•LLyIMaP BOm5dtlo Ndm • • 4 Fumrupu,.•ylmha.{AIwYaWml,DwrIP,NXImiv}bi,gmYVJmramrHlb ��gW l m°nx°...w wo-ms�.e bmamM1M1maem m,.,mmaek IA uwr.wmufvmm»„vl,balmy.bgammrwmre®ma.a•w.mwary.la 1055nM PiM A,enue Ttl: 612.252-9070 amw SUNG 510 F. 61225b90T] ». MwbambyrcWgmdnW,a6m M1,a Ga6ebameob°ml,obl.wlmrm°m.,aabe ® N'nnfiapw MN 65101 W66: Imghr„lnet dmq.3„SMel1 D. # wmm®mcrwm6n<•n.bnwrh°me,mavwmwmmv.nms.abn.lnw�•tie.,h� , FlIE NAIff C1011DPo02My mNam°'eo'aAmY+9. a+mlbM•4e.V FbLJ.b4+P9Mer✓•Mf,a6rhwwuinfiriuuks ' PROJEU NO. ILPV] = pwsmmnma.,mmm".am nra,..,,d®ww,.rar,+-f�.m.P,mwm.b.W,mr EXISTING • 1 NORTH ' MbemxaelN.�.p•ae,, pnyrma,pµe. mt e,✓s,mmb4Epmwvbn'n,mhvvA Nys�npammLL G'& REMOVALS Il ASY9,P9•Mmam^MM1WmeemM•Ire.:nmrewamnmM1raaama6as•am•.oad:lr P.Pmaminn,uwa,mr:..®now:mal<.Ia,a.b�m...mWeewn,naa. RFlply wnOY>I Below. Is. w�m�r�rad.dlemb.mybPrn.earvew.rlmr,hnr a•aarararaa..,ran.rma CallWIXB you dly. 0 100 200 r n..m..vma,ow.r-rn°semlrma.mmrvrase.iet f..r..�....•....r,.....,..r...m....,,...,r. DWtR yy µ ^P•�1 , Efif 9x Eatl 3 "i _ MEADOWS ANDOVER, MINNESOTA I 6 RECEIVED d5 I r. I CITY OF ANDOVER , aeh.oernoba.abne,.eo..amrem+Pbe>aza. , E.mrmmrmwv.awpv.we,.N.mnna®as.�amtvsmrt ' —", ".;m.,,,:® z ufaN.n..PK*+Wwm,maw.mnhv.v.mnwfaanmr.ea.rv. z•o�wraee,rrvumuWwmrwr s.rk.brwtllvrvnan..s.rxvrwe....,b.e f. en`earrz.®.,,,m��.,m"°`f s. s:sr.naac.mb.®rP..rem.am..rrmrmn°,°,elar�.mr..rq..P,°,em°.mr®er. s A�mn PRELIMINARY PLAT August 19th, 2020 i LMrmsYmbim.Hee9Peh+'^.W+MbNrre.a.mrr�m'.bve,°OP•Vn'.rmn'Id®M1Yu , we6W bn,vnrmrrmWHml•MwA19 MK'�96mar+rW6wC .k a xrbes.hbr�+..ww•wmrofe.a..awo-see. o-..lrraid+>mamnlw.ria. 1. (m{be6°eabr.mrmrtlam,bra,Rl'mJW bntivvnfrM1mepM'm[mlYNpuJ n+au 1 1 1 rvlaimetlaN mmW9nIIm®PnNe rfgwdMrvMn ntrnnbn,mpplMmPrdanib�m.M,aWs.MlbleTR4C,Ia•-• a me,Wrtab.IPm,bn.bm.mrla.aa.�,vrme�bP.mrmf,mm,a,.ru..,a�+.r m'^°"®g0in°`'"d""z,°.o,m:r. tmmrr,°e.,m y.m�emm•.r,bmnsmpa,he L A N D F O R M yaw Fn4gm1✓1x66nNitrwJafpanhyn+yvwvm, erm.wM1lbpv.emme h[gwv mnNebn rmmNeYbrgrW eereugrcemne4retl. Wmebe Wry,brrob,Ybw. m�brmb•LLyIMaP BOm5dtlo Ndm • • 4 Fumrupu,.•ylmha.{AIwYaWml,DwrIP,NXImiv}bi,gmYVJmramrHlb ��gW l m°nx°...w wo-ms�.e bmamM1M1maem m,.,mmaek IA uwr.wmufvmm»„vl,balmy.bgammrwmre®ma.a•w.mwary.la 1055nM PiM A,enue Ttl: 612.252-9070 amw SUNG 510 F. 61225b90T] ». MwbambyrcWgmdnW,a6m M1,a Ga6ebameob°ml,obl.wlmrm°m.,aabe ® N'nnfiapw MN 65101 W66: Imghr„lnet dmq.3„SMel1 D. # wmm®mcrwm6n<•n.bnwrh°me,mavwmwmmv.nms.abn.lnw�•tie.,h� , FlIE NAIff C1011DPo02My mNam°'eo'aAmY+9. a+mlbM•4e.V FbLJ.b4+P9Mer✓•Mf,a6rhwwuinfiriuuks ' PROJEU NO. ILPV] = pwsmmnma.,mmm".am nra,..,,d®ww,.rar,+-f�.m.P,mwm.b.W,mr EXISTING • 1 NORTH ' MbemxaelN.�.p•ae,, pnyrma,pµe. mt e,✓s,mmb4Epmwvbn'n,mhvvA Nys�npammLL G'& REMOVALS Il ASY9,P9•Mmam^MM1WmeemM•Ire.:nmrewamnmM1raaama6as•am•.oad:lr P.Pmaminn,uwa,mr:..®now:mal<.Ia,a.b�m...mWeewn,naa. RFlply wnOY>I Below. Is. w�m�r�rad.dlemb.mybPrn.earvew.rlmr,hnr a•aarararaa..,ran.rma CallWIXB you dly. 0 100 200 r n..m..vma,ow.r-rn°semlrma.mmrvrase.iet f..r..�....•....r,.....,..r...m....,,...,r. no 164 JD ANDOVERHOLDINGS,LLC 2 AIf6LOG,flIN,MITF@LMffS6,iELMPWMMW W.rtR9E4 WWmflrt pYJHIAiCN 163MNMPcRSi. MN NaaWml A1IOOYER MINNESOTA 55301 1 • ,F1LIS,MIII1 Omlr 1 a. Nm•1»Noml asO..M eee.o 3 m n� u as 1 m iu n a1 1 Know what's Below. CDII telae you all IVDOVER MEADOWS ANDOVER, MINNESOTA v aW gn.."n,r�n nvnv ar�Aq,W aura ei REC7..`,,- CITY OF ANDOVER. PRELIMINARY PLAT August 19th, 2020 L A N D F O R M N Sflb,b MOb lffi aM FIMArem,e TN: :122 A010 9 513 Fu 612452A Mm a;b. MN 55101 Web: le,klonn.nel REN CNpW g FPO.IECi NO. NP1I00 m DAKOTA ST. $01 j535 N.W. I E 590 y` S\9 \03ti I _ It 'A369 rl' ` I S13°10`01E I� IL 0064 F� `\ and Woo WET LAND G INTAS tal IWM=64.7 ''° ✓� II I I II �AkNMrvrc a am ubmY6, A 1e AREASUMMARYTABULATIONS I! BLOCK 1 ACRES GROSS RESIDENTALAREA Mae WETIANDSAND NONSTORMWATERPONDS INCLUDING BUFFERS 18.8 PUSUCPARKS/OPENSPACES CLLLtid FLOOD PIAN 9.05 PJYl. W1.� 61.90 iW 46 TOTALNUMBEROFUNITS 46 GROSSDENSIIY UNITS/ACRES 0.46 WA RIGWOFWAYAREA-INTERNAL 736 COUNTYRIGNTOF WAYRREA, 138 EASEMENTAREA 40.55 INTERNALROAD MITE$ 1.1 MILES 011.81 aL N°i ax pei \I` Mpmvrt L41 4 0A c IN% itl <,Sg1W xl \ l� I S01°05'5TE I WETLANDB IALTAS 14) from=65K7 BTM=664.0 and IiCll MWB1k - I i0BE0.U'0N\1N - N11MLeCkWGS 1 L�—� J; _yJ �I 3 1 II II I s III ✓ 5 II II II II I II II II I II II II II II I I I I I I 1s6 i' I I I I I I 1u1 _ - 1532 Su,NaON a II I, �I II I, II I 3 2 1 ° I IL �AkNMrvrc a am ubmY6, A 1e AREASUMMARYTABULATIONS MAIN STREET BLOCK 1 ACRES GROSS RESIDENTALAREA Mae WETIANDSAND NONSTORMWATERPONDS INCLUDING BUFFERS 18.8 PUSUCPARKS/OPENSPACES WA FLOOD PIAN 9.05 NETRESIDENTALAREA 61.90 TOTAL NUMBER OF LOTS 46 TOTALNUMBEROFUNITS 46 GROSSDENSIIY UNITS/ACRES 0.46 WA RIGWOFWAYAREA-INTERNAL 736 COUNTYRIGNTOF WAYRREA, 138 EASEMENTAREA 40.55 INTERNALROAD MITE$ 1.1 MILES a II I, �I II I, II I 3 2 1 ° I IL imnw=Nb>„aroz>wneq+N�A Pmm. P,gveiza:Pfww1 BaSiesebYB}mobnem fdnm. Fm1Ya Pm •59M10k sa • IDR. Lamv.SM1 A4mun1Y WM1YSYtfrc1 • f W M1 N'nunwfMx•fs.Y. Blme•,AK smt=m,.m•1sn iW Sk Pm.. L,iW 541WAAc �AkNMrvrc a am ubmY6, A 1e ------------ MAIN STREET BLOCK 1 JD ANDOVER HOLDINGS,LLC r I :.. NIPM 1O 2 fnei+Ynway{mkbaas,rbiWnamd.ptk,gMtivry. E , NNESOT.NW AN DOVER, NINNESOtA 55390 —1 1N,§tlLL.MAm4xmY9A6omMDyMa,dW huMbN194 �RaQ=LYmmNem+=59. atlM 1EL191iIM1II1 6Sm x v, bMF�g.[tr.lhR�9AxM+LnYanmtefeGv^P. W hbja'@. Atik oA // / / d'M+eib NaluWJ Y.=+wPdbwum T- etl .. &JLeIt,W �ae1aWlN,aprry4WbMpaeRy FetlMbbnYQut3 IWM s Imtldan.m....ee.�,Ye.n.Ya.aamawwe,.lm,aeew.,.a<. imnw=Nb>„aroz>wneq+N�A Pmm. P,gveiza:Pfww1 BaSiesebYB}mobnem fdnm. Fm1Ya Pm •59M10k sa • IDR. Lamv.SM1 A4mun1Y WM1YSYtfrc1 • f W M1 N'nunwfMx•fs.Y. Blme•,AK smt=m,.m•1sn iW Sk Pm.. L,iW 541WAAc 15)5 Am El li ilr LL I I A. II I L JI 3 ----J L ----'i \ II FASFwrt1eE -_-I = ______ ------------ MAIN STREET BLOCK 1 _ _ r I :.. Perms 4ytfin B9„ : msx / 6Sm x v, aA5 z oA // / / T- etl .El.lel iI 1%.19 a IWM —/ 011.81 aL N°i ax pei \I` Mpmvrt L41 4 0A c IN% itl <,Sg1W xl 1901E x 1DJL% 15)5 Am El li ilr LL I I A. II I L JI 3 ----J L ----'i \ II FASFwrt1eE -_-I = ______ ------------ MAIN STREET BLOCK 1 _ _ r I Iu6 FvD I giv AY —:: / = ______ --- MAIN STREET Al. M,f9: BLOCK T.0 GEIMAIDII NItl'iW er awEWAr. 0r&., m4 umt, mnl A TYPICAL LOT DETAIL /\ g // / / oscomwa>Eo r NO SCALE LIX'AI 7 I LLNS I KD:bdR MEADOWS —u_._. ANDOVER, MINNESOTA �a 64,7 muga CITY OF ANDOVER 1 m QO 0 - NORTH Know vibi rs Below. CCll befofeyou m7• 0 100 200 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M lvaesllaft ba 0 • 105 SouIb FM Avenue Tel: 612-2525070 SO. 513 Fax 6124528 77 Minne6POF¢, MN 55401 Web: lendf...net RIENAME C201mD ft, PROJECT NO. LDPW=002 'I 4 I I /See Sheat 2.1 !i I l a 3 I I LJ DEVELOPER _ --- IL - J� ` __-_-- I 1 _ JD ANDOIml VER HF[U Im S,LLC L— ' AHW4fR MHM:30iP5SN1 BLOCK 2 --'-'' z ------fes—'�-�_� rt. rs,amis. 13 12 i� ma n0 7 \ ' S00'S1RR'E 1308.17 ` `D��ER y/ WET LAND 1 I � ` ' `•r'�'"itl oML9aaF5sP.A♦m i i9 1 + POND 5 ---1 MEAD'OWS / ANDOVER, MINNESOTA \ I I 3 I j 4 I I // ` �� 2 / / I I I \ \\ 2 1 1 I I 1 1 r 5 \ I r —III BLOCIC3 III / / „ `� 6L• I p I I ,{-� II I 1/ ° I 'I I I ..vy..�.... — II Ik � 'jII i L / s �-1 I �I,',I 1 �/ % % rueu % I I I Ima Iwo •� (\ II \\ 2 rBLOCK4 / i �/ _ --_ _ /i I I� .K/��. � ii /\ � i /� � `,` Nx ®� Nw. � ',.• \ 9 \\\ \ I1— I\\ \\ —yL I'� I DNR24s�o l� :�---- -_`_=J �_-_ \� i\\\I 2 \\ I\I \ J R L _ _ L'_ �_ a _ RECEIVED 18 N00'3773W @2.10~' r\ \ �e I I 1 j I 27 I i I I N00'37R3V2 093.90 �_-. \ I \ / Lam- t :� w9Am I 1 n ♦+ }� r 1 r , I • % ��" I �__' 7 ., I \ ♦ \\ \\ 17 `ham � l ° I — _ I � � q I I a m m - _4 r I CITY OF r1fVC ti / .�; ^•, / - 1•• `.; , - \ v NN'N W'E 513.77 „p _ r / � \ ♦ 16 � \ � / / ,. w.wa.a.a..w�.�u,�..slznzma Wig mm /�— . J .•> ♦ �F �, z Lr rwaarmr.ear 72 16 \\� // ✓ `� \ / \ xim oamWlW \ I / / \iPAbipltlbrFq�,.n.°wNw. w�a:, be.yar w°. r Y BLOCK3 LAND k Bp61 �! .e •art ...`.:O WETLAND 1 Bs �^ONWL 876.0 N92'09061Y 6,' •'1\ / " \ \ / \ \ \ / \ w,..9a _- { $�1r'w.•.Ir\ / \ `-Y \ _______ GrA I I v,i L.,\'� _ _`�� ✓ >.. j �\ ••/\ ,. I BLOCK I Bua•I ",. �'."e°m' m.':.�. me w -NA °�� /�• / `- \ ,. •�xa• \�•'—�'� \ � ��,� � r — — —, � *.er,x.•axuns•Imsr PRELIMINARY PLAT August 19th, 2020 \\ o ,•i \ \ \ 1GIL,E j j r.w. 1]N6Id .1 N1. . nsx L � •44 \ \ \ \\ �-��� � � i �- i I� �r� a�lie 1� .JsW.;® a ,m iz iron \ L A N D F O R M I , , s•, \ {I 1 I/ OVER AREA SUMMARY TABULATIONS AC GEOUNES1DE AREA 1W30 WELVlDSANDNON SLORMWATER PONOS INCWOINGBUFFERS 1888 PUBUCPARYS/OPENSPAM WA FLOOD PUN Bps NETREMDIUMLARFA 81.91 TOTALNU1 O 0FIENS '16 TOTAL NUMBER OF UNOS b GADS$ DENSITYIUNITS/AGES 00WA M OFWAYAREA-INiERNAI 728 COUNIYRIGHT OFWAYARFA 126 F/ ..ARFAI IrIffi INIERNALROAO MILES 1.1 M6ES _ \\\ `\�••� \ \ \ /" /' I I °vgm0 Nwn Mem FFRh \ I MYs ]91191 xl R4 s 6A L _4_ 1Na® .1 im,s wn 106s Ftl A. I, Tel: 611-252A070 5uae 513 F. 612-2529077 MmeaDh. MN 55101 WVN: IaMlorm net MAIN STREET nu: xaAE OM1U'.FM2.a°B PRDE(Om. "MW -003 LOG141 q'A1FD a, pgEM1. NORTH A TYPICAL LOT DETAIL Know what s Below. owm)mm� C2.2 NO SON.I COLI before You dig. 0 100 200 0 e I I ! LANDI �, I NFILI PON ( 7 BASIN L— -% ;, 3g t BLK 1 5 -1 L L °•a n•w..�L L-__ MAIN STREET _ A TYPICAL LOT DETAIL wwS f �p>S�IwCIpISIK•L UO6wYEY9G 6EMfiSCON,/[1fAnTpd A6ES5YY.LLZER.YF6Ai x MENLOGIEOIMI1NIKpMWf20'1,6Lw.mwNm+wvurEavnowfu¢LvnorcxvArnf Sz.Nwq 3 D.HIPRMIIYEwwERCM1RR5 Ed1ipLLOGRM6SEA2FSRIPA flPAIOH(if•L (Al7G z IewlollfQOlEda`H AEfO(,AFPNEe BY wNNMwiEc.nwoMvw.wnAlMvw MawrwaRLaazL wlwuuwamw.wlwmalrra. 3. IRzo.9lmsozlrcuoRwo.mrsaaslmmE9sszsYf wum,YwnPE�.ror�cwlEuu &WL•RILFpNTE W1YnnlEALV911E WYONAY.NICGlIJ6n Po1EMW 9W PA6p1 WNI EELO,OGIV6 tladwFPIRMKICP9<wlElNl.f SUTAHE. WLS6NN]ROAE ARAWN9Y I I E UIY INA I O MY F/YVA Rl A 490.EEIRARMO(iV.M WAIFPRW E1LVAlGb. p+LYR MW1irs651NEFYMttN WIEWLFE.RReznSMY Yki NO V6tIHE_ 5 IHEP IeSInILTWl LF6YAIYl6 EfPEWII WO0. RtllEYX15En 4I[M P.YE. a.w•zsemnlESlMrasWLwar�,6KznvxaacncxouanPaEsaa.wz macclw Nw Sm•Mmf nn ma ref me wlnMs to zr[ ar•[R > R.VFb➢CPPKIRLINYLil1,WESYS wraeorosam6NwmsnurtassMsro wlANsacFmmvAClmu•man I,6,n. a wLe¢ImF9NEsasNn99oAv.Klo®An WawanoF•am slNwanmxlwtKrwSm EmallsEmsraixz•wswLacorrclmlowa. mvAcl lomoEfell. xri¢ Euowlx Fu,mswlEa1.11Nw1s•wLalwlwanlrnAnsmly¢oA1EM.xowuMslxs W wMvsvlreneu•aenvwLamsrclmro,mfess mw ana wrsFow¢InoEfwlr 6Krxmm,. B KfYlYl miMlp,RMIIMIKw 40.LCry£s.MY [OFLFM IAEIINMIiwll],M61551We6E YVILSCYF➢A'wlMYyp ,0. 4.WAMEAA'1E551NLR Ef 1.•SI.LNF8p3:1w56YNlCP111p51APilOFEnIIR'MPOtNONWIW FMCAAiMOi ta6lnlarPl RI4LLW19WLRbE WlIN1SAf16LN6Ai CQLIPBIIMA/6[ARRYwB1I Y AI8®NOCdP£6CRSIIE E WISQ LLSIV8V4F lOMfiWIG W169L SwNA•FMP1pKr01••$aIB91N6 EYA9Rn�InEEO NEAt. ]. NVIIibPRVCIKESbCMlAH 11EMYNPFplt9p11 MiI1LAM WMANA0A1QYl UNIIm.S KWJEflNE®51 flEYFME&5wXAbCNIFq YM£M fNp@flN1D n'Mh0. l 1891tO NAEV WIE6w SYFpSin NMIPYI PLV.PEIEMs. 3. fYfAVA1EMf6 FAVI NIfEOMIPWIgXS[GE,CE PEI.Gh SEngrIiKMPNhIFP15n/ILY.VD Mw.YfAt EOIIIi11N6 MIICii AOE PERW`FM LV S1a8RffD c oAlwnnawLwzw6sEnun,AnwwnlwwwEMErMI,e•samAlwsrslFuwDll6slE 6CCWEldYSiIII® f6i4LYiEw�.VlnlOEAIPAlYM 9LL6 MF WRO MYLLWIw IMI SIIE6sINt®. r. MFuas®vu NrAszwu•NKz®u®LLlarwuAlsa wuwxlWlr«Iv,al,a sIRM6E (R6IRz:IdMS IFWYVILL. n 1�HI11LY 6A8D nsEEn.ro9.fuammAl•�•LNL'"'u6raLa•cv6acLlva.KwoF6o IIBI 9[69AISi1 saR f•wn sEw umlm wr.*Emnf sssferc.,EwWnrwwwcomma wmEawl• wlac_wew.ulrlw MLa sewolm 6worlroE, • naM.a6c AvawRmh fE0.110P MW13tl1 1 SFFVMYµEWt Sfq RgVlEXl llpf AM WItiUPFES1IHb•EM to svu4wruAlslxFEtsuE.wouruozrmnF.wwFa,r. I PuslaawnuErsvrLxrrortclEon AwwxaAlF•asamoosslRLcl,nw9aw W%£SMMPoIfNIW in10MNEi WLf MHSIIH® NEINtl1ECIPf WY¢ ,EEMMLrfElgfpPAL[6NSARn 11RNl WSEFbV ®rIi[e SM1 CEt]OIW ESrWIEpYYHfl,r Ib511E1lNDBAEEA — BASIN 187 A 1 faMlFssu Ku �,�'�',� \--WITIjLNDS 5 ``\ I , 11 43NPOND32PONL POND 32 1 C6gIF61RrU•M1F WIs66fE0®nbAO YUrfA 1mae,amaNLKwnM. _______ wruortsnran CfI6IlOL1YJl WR6 —•. -- 6EWAANA —.z-- FILTRABASIN f BASIN 38 ..qt,., swAlunan avwcrw•asEo C ELOCA4 —� f WNaA1LOA MRT9E31fi �'"b*�� WnaaMaN ro,anwwrmnc uLwrsro _i 'Y �% _ HQ6ICY (i1.�AroNVFNEOK ,•rnmnaa wMnueaA9•urtwn. —c I I ! LANDI �, I NFILI PON ( 7 BASIN L— -% ;, 3g t BLK 1 5 -1 L L °•a n•w..�L L-__ MAIN STREET _ A TYPICAL LOT DETAIL wwS f �p>S�IwCIpISIK•L UO6wYEY9G 6EMfiSCON,/[1fAnTpd A6ES5YY.LLZER.YF6Ai x MENLOGIEOIMI1NIKpMWf20'1,6Lw.mwNm+wvurEavnowfu¢LvnorcxvArnf Sz.Nwq 3 D.HIPRMIIYEwwERCM1RR5 Ed1ipLLOGRM6SEA2FSRIPA flPAIOH(if•L (Al7G z IewlollfQOlEda`H AEfO(,AFPNEe BY wNNMwiEc.nwoMvw.wnAlMvw MawrwaRLaazL wlwuuwamw.wlwmalrra. 3. IRzo.9lmsozlrcuoRwo.mrsaaslmmE9sszsYf wum,YwnPE�.ror�cwlEuu &WL•RILFpNTE W1YnnlEALV911E WYONAY.NICGlIJ6n Po1EMW 9W PA6p1 WNI EELO,OGIV6 tladwFPIRMKICP9<wlElNl.f SUTAHE. WLS6NN]ROAE ARAWN9Y I I E UIY INA I O MY F/YVA Rl A 490.EEIRARMO(iV.M WAIFPRW E1LVAlGb. p+LYR MW1irs651NEFYMttN WIEWLFE.RReznSMY Yki NO V6tIHE_ 5 IHEP IeSInILTWl LF6YAIYl6 EfPEWII WO0. RtllEYX15En 4I[M P.YE. a.w•zsemnlESlMrasWLwar�,6KznvxaacncxouanPaEsaa.wz macclw Nw Sm•Mmf nn ma ref me wlnMs to zr[ ar•[R > R.VFb➢CPPKIRLINYLil1,WESYS wraeorosam6NwmsnurtassMsro wlANsacFmmvAClmu•man I,6,n. a wLe¢ImF9NEsasNn99oAv.Klo®An WawanoF•am slNwanmxlwtKrwSm EmallsEmsraixz•wswLacorrclmlowa. mvAcl lomoEfell. xri¢ Euowlx Fu,mswlEa1.11Nw1s•wLalwlwanlrnAnsmly¢oA1EM.xowuMslxs W wMvsvlreneu•aenvwLamsrclmro,mfess mw ana wrsFow¢InoEfwlr 6Krxmm,. B KfYlYl miMlp,RMIIMIKw 40.LCry£s.MY [OFLFM IAEIINMIiwll],M61551We6E YVILSCYF➢A'wlMYyp ,0. 4.WAMEAA'1E551NLR Ef 1.•SI.LNF8p3:1w56YNlCP111p51APilOFEnIIR'MPOtNONWIW FMCAAiMOi ta6lnlarPl RI4LLW19WLRbE WlIN1SAf16LN6Ai CQLIPBIIMA/6[ARRYwB1I Y AI8®NOCdP£6CRSIIE E WISQ LLSIV8V4F lOMfiWIG W169L SwNA•FMP1pKr01••$aIB91N6 EYA9Rn�InEEO NEAt. ]. NVIIibPRVCIKESbCMlAH 11EMYNPFplt9p11 MiI1LAM WMANA0A1QYl UNIIm.S KWJEflNE®51 flEYFME&5wXAbCNIFq YM£M fNp@flN1D n'Mh0. l 1891tO NAEV WIE6w SYFpSin NMIPYI PLV.PEIEMs. 3. fYfAVA1EMf6 FAVI NIfEOMIPWIgXS[GE,CE PEI.Gh SEngrIiKMPNhIFP15n/ILY.VD Mw.YfAt EOIIIi11N6 MIICii AOE PERW`FM LV S1a8RffD c oAlwnnawLwzw6sEnun,AnwwnlwwwEMErMI,e•samAlwsrslFuwDll6slE 6CCWEldYSiIII® f6i4LYiEw�.VlnlOEAIPAlYM 9LL6 MF WRO MYLLWIw IMI SIIE6sINt®. r. MFuas®vu NrAszwu•NKz®u®LLlarwuAlsa wuwxlWlr«Iv,al,a sIRM6E (R6IRz:IdMS IFWYVILL. n 1�HI11LY 6A8D nsEEn.ro9.fuammAl•�•LNL'"'u6raLa•cv6acLlva.KwoF6o IIBI 9[69AISi1 saR f•wn sEw umlm wr.*Emnf sssferc.,EwWnrwwwcomma wmEawl• wlac_wew.ulrlw MLa sewolm 6worlroE, • naM.a6c AvawRmh fE0.110P MW13tl1 1 SFFVMYµEWt Sfq RgVlEXl llpf AM WItiUPFES1IHb•EM to svu4wruAlslxFEtsuE.wouruozrmnF.wwFa,r. I PuslaawnuErsvrLxrrortclEon AwwxaAlF•asamoosslRLcl,nw9aw W%£SMMPoIfNIW in10MNEi WLf MHSIIH® NEINtl1ECIPf WY¢ ,EEMMLrfElgfpPAL[6NSARn 11RNl WSEFbV ®rIi[e SM1 CEt]OIW ESrWIEpYYHfl,r Ib511E1lNDBAEEA 169rEYWAVYnFFw faMlFssu Ku �,�'�',� wolESRamS.w•rAcr 31s a.Rs. 61ORZR091ANY1GAlM Qf WYn. C6gIF61RrU•M1F WIs66fE0®nbAO YUrfA 1mae,amaNLKwnM. _______ wruortsnran CfI6IlOL1YJl WR6 —•. -- 6EWAANA —.z-- RamuNe ^ro—� swAlunan avwcrw•asEo KPMrn IKrMKlw.uwrt —� f WNaA1LOA MRT9E31fi �'"b*�� WnaaMaN ro,anwwrmnc uLwrsro _i 'Y �% _ HQ6ICY (i1.�AroNVFNEOK ,•rnmnaa wMnueaA9•urtwn. 0 NORTH KmW canal's Below. Nlm� Call belmyou dig. 0 1N 400 L• i JD ANDOVER HOLDINGS,LLC tffWJUMMRST. W NIWY£R MNNESOTPSS]01 I6lrymfaL MEADOWS ANDOVER, MINNESOTA RECEIVE CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M Aom A•bF 1a55•MNMA. TM: 612-352-9010 90512Fa 612252A A9NnapW. NN5 01 W Im,a[.M FRE NF•F wodoFtl02JA9 PRD.EC9XD. lo%39%ON mom❑ 1 I wasF — T BASlNls Nw.anm \ m,vt..l 2 I I %rLrnsm R R0 ppp NuarroxD MRN131 \ 11 �, cuYEPraY \ `n 2 I I/ _� nsruwuwvFEq / 21 y rxun R9W[rwaeha— M I ( I y WETLAND 1 l x I BASIN 36 f i a 4°'p0 aEml \b SB2 r I , ,oummas I 1§' aN�Nae ,el J1 s1 I SB 25 R III I aFRa ri WFrlw•wMr \ \\ �1 I '1 1 1 _BLOCKI 4 A•aF , , \m � I I INFILTRATIDN 3 - BASIN 38 NFIDN I I � � — , ImYE•mn ' ' BASIN ASIN 34 I — � mann 1 IoorNalFss aW I I I I i 1 I 'I 1 I Qy i� erL ano I _ 1 � I Fob, 1 •PF MST. II I I Fr T. L E13 Immav I I'. 1 I. ✓ T' — � y I w I OF OF - - " EAST. RiFSfN IM (o`9 1 J f4EfILI MIM1SFArT'F RTIIERERIfEm IOGIC11R5EXKE6RKVP3NW rO R@N6(N•LF6 tl� TO FR�1Eo .wP xF6Ym xRx WSW ID6wP m RN JD ANDOVER HOLDINGS,LLC MCFWtpw6WEl WrFAwuowOFNxAl6Nmulol¢ i6lRNNIPFA sr. AIY . PFWotrorstt3rquwwcuEKxnsow.Famm�cwnmEm �F�FE.wwr�.r6cwrtPw uww_R MNWSOTA5 POND 330Fa1s I IOlIA WlWll6 LWL•x/LFDNIIf 0AY p10Wf NlIL 11EwVMY,NLGUIpbRPo1FNINLNpJIMSpRW� {ppL0G1YM.LY6F8114N6K1O£4 WI9NyFMA9E/JF/iR Wf1EOlEMAYH 6! RSVJ0.wH mm6aeR�6 13FRx NanrouW Hrwwrus maEam!a NORGIUYM1m NUIDL3vA1AF. Fw .nEFNW wsaalreF iCNA1w wlzaa Fuw®sxsuEYEruoumat_ s RSFFmnRcruwaR6urRFrwaKlWwa RamaF.nawP•.wnvws 6 MwFRILBIfIKwO WYSWLLYERYIIERILYNRaruuc Aw uan,REEu.a0. RNEC NII.VDD".NKI.Y, A•D FwA'R F.xmwRrznlsrolR awFa ,. flAR/JO NRKrE611EW L. 11[xF sWr rW TxaL Lp Tx,, EtlAFM 10 DO ER WIM'PECFEO W.FKIAN T FCA O "FTFr. 6. UYVALI CQafF MFM rO 6A R WVlIM CFCRMFY.61NU61TY lw(13M� TCP.ITf W1F61aWllROIF.WIE4roIWl{. WPIGfrowFR]FnrwhlE EUOFPM E TO,' M10 WMEM.NRWUM5^SauL WEmS10SFEl. rRSRSbIWLRMI.TED NOT TO FVP3Hn R ce EwuvoFm a W u R mLvrclm m wl uss Ixw w a umFw rwcroP RKm u" ssruors,. „s / \ ` wwEas.EMwoxFnrWrwMEMLwnR / siw sm`wEnunwo.nRwuxnr6wrPsclEEs. __. nx.-_— w WowwRsaR.R.I NIMIIEEEIL➢IpIROEr%Y611pN. LREwI RrlEwosA6Rss MEADOWS _ w.rxrEER WAFMsmamuXR n. •Yi / i I ANDOVER, MINNESOTA I FaI.v. EEMFrtPLmun arn�swraroRw.cxmua wavwacewulwR m¢mc1w. otwrvm Lvu wNmm�wisurmuvsma�snwiaFOFUERw�uemr 6rrR®uoo¢nsaassnE e i z wrsnmw•LrE1ollEwncwrzsEv.N WIEoa[ann.3wr¢rol•N¢IFImxR ERWIWIEO%R/.S. .....;a .+—.-a.......r.WF .. W1WC#MA/LrY£a9GM1yEnFNML1EtlJRE.BIf. s61W MONWIMIIIDI6YW NPR1a KVANwRxERrorRvwrHusRluacanmxsmsertRF.RotlnEoaFwArEF ' 1 ..T.a NOTTaMaIEE.C.3ERlIID11CYLRCES . s. EFLVARIGw6 HAY N11ECR61PILICN6EtlLYE IENNESEREMiPnxYM 3EPE'tl-YIYMO urw rRK mnwLrtro mFrs3 Aa RmvlHlitr slAsaff o. 6 mnwcrwsvu vmu.Luurt HarlwnrzxNUlHaHsorlFsnrWlwsmW wlarRmE 6N1NEr6Y 61g1IIp.661N. A1iB/S MYJpNl1W1KN NYECQ WIEO NO WMwIML .a. I z. AuwamsasusMSWURSIK6®umrarrowlanEmualxrWrlwrwxR� LRwaRmsrFclwwssr•Faw¢rwlsewAmYCHum. a SEm.aW.NIOIMORP136A9W.1f£rtlEf•IOMFSR(iq.p6 K,RIFm (-DECEIVED 'l' artmc,NwN.RP Im 6aF0 YMr IDIS w mF al n o IDs RFc. tHwPeXr Emml cRFm ' wmEbRlo IIDwG RwWBrtTw 1 rmFl•Efiawc o¢cumiwOtY �� RNWLflKUExI NmiE.s \ i. SFE WUXMFSIEEIEFXIEPVMElIlR6NOLNd�WfEalAgbNM Ip aCWHmMUI1i 61PFEla QFIH tl1Y NO5X¢POFIH WfEXLY ° R Ia �O \ W S TMNRN W.� O E HH xE E� R aYR CITY OF ANDOVER RWYW1rRNFEOFA6PE6C61YFIYPMFNI WSRMRMRO. s snNa Rswnw Esrwrtoaurtm 0 ,aa WH1xRNFF% wsrEuwnr•Na 6AnrFSR. G marmnnm3.w vw1 Ns ams. v mAlmxawu+Wr�.lw ul a>m .^i,='.`,.:=. \�\�ya�.%w.w: ••� f CE.LIFSVFC4EI.WRFWNFACA£K mDIm MflUOM1E WfaRFJUmR0.UO WAT6l D caF¢a Hrocuasm�aA ��• ������� WYE191I6x,P11 fAClxxraLNrs �rw.rO ur+•.a F <.-- nawMIANeA �1 —n.— MfAUNBN?A — — IRYRNN �scm�ial w�w�is mm��m m - �•�l Wmv}rt� �•�@q����� —I6aIEARNKr OS{EP IBPOlO®NWHI6.0610 �"Fa-/ vloPwnaN IFa619tl4W®NERVEIAF➢K PRELIMINARY PLAT a— wlwmFon PAPiRrtEeuowlEVNr August August 191h, 2020 gyp\ L A N D F OR M - - Know what's BeIOW. - , - - - CDll Fm n F To6I2.234407o _ -- — --- _ — _— b•la• you dig. se10ssx,w nE sl3 Fan. slz-zszaon Wxxwrass, uN 55X31 wee: INwroxFnF. NI£ xnzF rnonovmzave aF p -- aao�crxo. 6ov171ozam t r `a �4 E.N13GRADING & DRAINAGE PLAN 4.( FJ 1 BASIN 41 t �'E'+n1z 1INn� NORTH F BASIN 44--,. J�-`� wo-raatue eruarzo .WYEIa]Ftl / ,E.Np BrLNiJ.3 0 so 100 l I 1 1 1 / / / 6'WSHIf _ �- j •'� e�curap i IL IS yI I65'NElW4bi{EF I / _ a I I 1114 WETLAN OH W =8]60 HWL43 ]8 &B HWL•8)9.fi \ NNN- 15 5 / 16R / 1 LTRAn / BASIN II' • 1 \ � I I6o-m n 1. sacvsrmnwsrMwuoslxuEnesemasmnwlwRmmussslrw scP�TSAI \ 619S3yR sx•a a6swnun sPm 1 SIIE6lOGlkDMIINIIER4WAE5RIIEla.1ERPW WhPWI.IEPyE6wWI.EMgIGN4.IIYN WErLAND3 A6mX.wMnalmn- IfMhS[LL MG1 0HWL476.0 / li'.IRVIIfM HWL=BR.3 8-B HWL=8)9.6 , \ y/ _ N6IIUCIOI WfS �„ J BLK 1 / oreorM D ,651EMMAW XiVEA � r 5 —f 1 110-..i � D tl 1 �O ..Ono a 1 NI W O MM2- IFIgIFi YjWjEµWIF1W!(/GFZS \ 1EI41EERWTAHMIC,IW 41 w.1Vi ' �•_�! Ig vMIR IlE61„Cff RRYI I I ..aaM,.rt-m.IVIM.m6a..+a•b WETLAN OH W =8]60 HWL43 ]8 &B HWL•8)9.fi \ NNN- 15 5 / 16R / 1 LTRAn / BASIN II' • 1 \ � I I6o-m n 1. sacvsrmnwsrMwuoslxuEnesemasmnwlwRmmussslrw scP�TSAI \ 619S3yR sx•a a6swnun sPm 1 SIIE6lOGlkDMIINIIER4WAE5RIIEla.1ERPW WhPWI.IEPyE6wWI.EMgIGN4.IIYN MYYh1WOB1FFa � IfMhS[LL MG1 9MfMSY1LMll1 �911�� li'.IRVIIfM / , y/ _ N6IIUCIOI WfS �„ J BLK 1 / oreorM D ,651EMMAW XiVEA � r 5 —f 1 110-..i � D tl 1 �O ..Ono a 1 NI W O MM2- IFIgIFi YjWjEµWIF1W!(/GFZS \ 1EI41EERWTAHMIC,IW 41 w.1Vi ' �•_�! Ig vMIR IlE61„Cff RRYI I I ..aaM,.rt-m.IVIM.m6a..+a•b L R=loss J IP"""o•iuw.Rwetrana I Iw.,-ovmlamumwez 0.ttw6MPRiww,m.4 CilFRC1 gF1w NSS544.01II MAIN STREET A TYPICAL LOT DETAIL xowue ASIN 741 H._ \ IS'0.lvEPlP / Uf A rnd09.le 4+r, � I ]I SB 23 s•ea o6swlnl L]Iw1mtl)MIIY sx•a a6swnun sPm uxwlol MYYh1WOB1FFa � IfMhS[LL MG1 9MfMSY1LMll1 �911�� li'.IRVIIfM / I _ N6IIUCIOI WfS �„ J Mw✓�LCMRA \ D ,651EMMAW XiVEA � 1E141FS iLWPANw1L1 315 (YYDS AtlAPM'ARRII 110-..i � D tl 1 �O ..Ono a 1 NI W O MM2- IFIgIFi YjWjEµWIF1W!(/GFZS \ 1EI41EERWTAHMIC,IW 41 w.1Vi ' �•_�! Ig vMIR IlE61„Cff RRYI 1mm NM D RMRSYA4Yli2 WISRIEPo}®(ilglOwiFA 11 CilFRC1 gF1w NSS544.01II I II / I _ i I '19aL4£ATaI IbEX11RP II I B f4— FA ggqqq C JD ANDOVER HOLDINGS,LLC .WAR MINNESOTA SOiA 55 X]01 \ 61n,aminl R � R \ \ J IIS'OaHPis\ ,- IOE6w➢FP \ \ R —=RwIFs / w16o.aurtP\ \ \� R 7 'DOVER MEADOWS A" ANDOVER, MINNESOTA 6 1• INFILTRATION /""�"" RECEIVED I � raavMrm —� z ' io eeuuM \ 4 _ R \ swR Rsyslsal 3sIwI®6116MRY s•ea o6swlnl L]Iw1mtl)MIIY sx•a a6swnun sPm uxwlol MYYh1WOB1FFa � IfMhS[LL MG1 9MfMSY1LMll1 �911�� li'.IRVIIfM RVCPLfl016f0 _ N6IIUCIOI WfS �„ J Mw✓�LCMRA PMIRIIE YFRSSIgIL11P£ IHgh1EM5 D ,651EMMAW XiVEA � 1E141FS iLWPANw1L1 315 (YYDS AtlAPM'ARRII 110-..i � .� tl 1 �O ..Ono a 1 NI W O MM2- IFIgIFi YjWjEµWIF1W!(/GFZS 1EI41EERWTAHMIC,IW 41 w.1Vi ' �•_�! NLIIWrtdP vMIR IlE61„Cff RRYI 1mm NM D RMRSYA4Yli2 WISRIEPo}®(ilglOwiFA CilFRC1 gF1w NSS544.01II 5 r EROSION PREVENTION AND SEDIMENT CONTROL NOTES GRADING NOTES �' • • NORTHKnow what's Below. 7wm�,� Call belNe you dig. 0 50 101 Y OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M Fmm Slhob b IM SoM FM Are Tal: 612.252-970 Sib 513 Fv: 612.252A72 M ap .MN X601 Web: IanElom,.n.l FlIE NPAV: CW2lfIW]l.duq PRMCT NO. UDPIRm -Il sn•n vssvmrw • Ssraur®awnm 1. swmanvwvnnAvnuovnfrws3xvsawnn,umaamn3sav«tsm�is sr r mMsrunnra3Mr,[x,nuusa+rm,ou*uxagmresnxvsrauh. � I �•. \\ `\\ \ � "\ L •• JD ANDOVER HOLDINGS,LLC IMJ NIFTR ST. NN 163 Yh1VIOdRN 2 SIIE6LOG911MMI I,EBYlbAEbOFr,ELP91flU1RhAWARid®WIWSBRPW4R.11M MPONttNCNBV]i31 W.1flWLNOfALPt.IEPnI'p1Od, \\ ]. W1C.E rp50.i1WNILIAN6K Np 310.131E3Vfl.411pWrt11Yf4i fE.3EMwrcusLwiFmµ AN00YER MJNNESOTA 55301 .�m,x F — l �nsw...E•. swue6n.•c®xmvmouaucwr��•.wvnr.NLouracsrortmLuamvwcceww I\\� �\ \\\ \ / / \ \ '\ \ r3LR,slmSm. lssrwawvazru mn,aurvs.wFow�Fwwsro'mswrawyFsnac Amwsac.Facuawxurrwuar BLK1 1 rrFanrfm+iousr6wwrcx / ovortssuuF.s �- —/' , 1. rF3awEsusv:NoaroowArefmxw,v+m¢mw¢xnurFrsosua3raaarvx � \ / / \ uma-tions.¢ 5 I IMIEIMIFENLIDSfa3NEwFlMO,IFiIHE / '.I�.%: mm3s RomnANwicr as mrm mw�. LJ v,usuaoavrnruUFw,Froav�saswroeorosnm3uaoay.cnm3aRuoarowrF,f• ____. ..YPe 33�,r1crresrmmoivuuamLFicimro,ms oaa.,elrosnmsrtrw,arafueam '\. / 03 \ uwl3s.wlnaxr3,u,arsxm®mo+ovureL 6�msmrm.>roa3sswsfffm,s.x Lsovlxa,',cN,w[amert.xvuML.wsaos.vs � I /// \ m�xcr6wnswssm'ms wxlenstre3sfawwvrtsfuuamvin®rowr,essi,swasnmor;mmnmman \ / o \ YdBBR MYWf A xVW�VYVICMIafiLIMIMpYCfCiS MTL+JPEMLL•IDNMLIYAlRH4FAt 51CU0ff ""'\ `\ / �� FlorewfxW.n3 _ _ MAIN STREET M \\ 16u— MEADOW SB 3S —.. rmmqurspn.q wcunverroMor..xx.. 1 \� I l a I 0 — TYPICAL LOT DETAIL '• • • 1 • • -• • ` L L —1 _ ANDOVER, MINNESOTA ', 77��� f / " �aJ suwwFou, mranauFvwxfuwF rroscea s¢xFealrcewawv,awavruc seoxwramma rolls -- I, I _ __ a • wmwnon ufmM3en3 1 •% .�--xo.... � wafaxlan wrem.LLorm•vn.rusorsTo 1 III i II I II YAIDMpx PIAI6 T,EdN!'19P3I. I I ,SII 2 1 DNR 2-87W t, I._ __r - J 3 � � - •' ,. \ . OHWL 8760 / i 7 /` " \\-� % / �\ \' fasxnuse•nef FPA 878.3 1• / T FPB 879.6 i1//,. / fa I ce S�30 L M I s RECEIVED Know what's BEIIOW.- Call before you dlp. \ , • / / \ �� \ +� �'� \ \ \ r :177— 1- f�� NORTH . ��-\�--� \ 12 ��\ I I♦ i a �`_� �'--// i' /:: / 4\ CITY OF l-91Y©O�iER I 0 50 100 WETLAND3 awoo,Axema: OHWL 876.0 FPA 878.3 --lyy ,i M r-- - FI`B 879.6 I,l I O t - � I � iSOLV751I6Y `7i A\ __ @�� 3 s'-:� l',• 9 j� PRELIMINARY PLAT I/� • l- \ .I �('7 IS..August 19th, 2020 13 . . / •� \ ./ rlmoxwwml: li ✓ "•, xmrn�ia I �ml �Yv'�� / / II, \ �/ L A N D F O R M / � •� \._\ 1sarnwoeFrza �\ saran /I 'I m � �i :. I I 1/ � �`�tB. 'as / / / FmM6bebfFW • • • • I,c ' •c _ l � I, I I / , MN 5 SUM 5 5133 Fu: 612 105 1FlMRreixM TN: 612-25250)0 � � Y. I' / ® 1 / @525 W! / / ! It 4E CS}fIXN.tlIxSYl ATA h /M 0.lVEAi / 8 pyr \ I - / R / / / 69,VedW39. 5101 WO:efkbtmnal ,/. \ ,.. •' ,. I_. I ' // ea0[x / \ �� ,i I \ / \u � .�(` FlIE NME C3031OPW3. JD ANDOVER HOLDINGS,LLC 161&NNKII ST.W \ AHWVEit WHHESDTF 55301 \. IF4 ryliWS,II1 \ , 1 rFM Br F — T ' e '' V �`v ,•mss I - ` wNLTannoN - $ , 6AslNsf 5B 32 ma6•.ne1� � � �. MEADOWS ANDOVER, MINNESOTA r 2 INFILTRAM 13 BASINS] - \ W TFw y �a t ♦__ \ ,ssmnrnav ' j.i ' _ eiuw mmmie arrtR , 1 A � L, _ INFlITRATION '. ♦ �.: - y, . w•eaun I - 30 e 1 �I }iL eN eea Mm a \ ' \�.:. _ a\e _ _ _ _ r -.. .. -- _ e�xasxmu xrwn,oumamenxesmm'ov�r.cruwrm,namaeo,•uesw+vs,r ,mm•en ♦ / 3 � ffia�€ -�., n •a �°°•� � --__ _-\_�4 Y. sup i1 —_ - sllEa,rcnrmrmn,�e�vnR�sa>,6,waw,ma.nreamw.mnl 01140.1 � � " 1' i. _ .r J / / i •m•nr� � eaw,m WWM1v1nARnnl manor BLK, ea RECEIVED mlwnlea4 ul BASIN 163 i r �� \ y;: _ _- \ /wens � (\1�\ 1 �.o.piwa.• I ' HrNi9661 SWl41R BY ��_ _._.. _ wNElIML8fi6 vnw , Z I� �/ _ w:.p • C..) mLi'T 1merunn..,xa w a WETLAND m U I O I I L 4 I � ,ra-ire* ! I °F \ (Delineated in 2018) — � �6• e CITY OF ANDOVER MAIN STREET TYPICAL LOT DETAIL \• v �— _ 4lJI 5 /12In j SB g �\ — ,mYR. B?2Y \ �_ _. Pr 60�EwmA6mR \ \ - ` ,.. ` \ • �TM.mnYu,mO�o+a r N PRELIMINARY PLAT V ry _ •�. � mm \ .- A�' �_ I - Y - > ELI P \ i �w,t \` n g _ _ _ _ �i August 19th, 2020 76\ -AVE. L A N D F O R M ✓. / /// / \ T u rs. ✓ _-4. __ � �. s �/ � �.`. \ � epmslOeb MW 1p55oum FlM AwxNe TO fitt-I52-9fi10 a,ep1 C44tJmlpl FSrww ww,m 51YR CFYRGINN F2'IW18,pYMlIY 6Ywii OFSfIwI,YI SY19R L6Pp,y.N ssts4era,ca smrsawam4,moxuosrnwmmxlW11a1Es. Suite 515 F. fi12252A0TT p5mwppls, MN 55101 Wb: IeMlo,mmt P1'h,.EIIf YYAR Ib4 Mf11M09.FrR ".:� f4A,6flLNFA � � � CIXEIRYCItlX,M1E _I910 W91Cg1,OA fAYN'CFREIiMSIRUL111E � 1 e , fIIE NNE Q041LroRlxp —�_� ��� ee�,s PsotcTxo. OOPtTmzppl ,pSIMVAT/aFRA � monsammnnx w.ml ns aros. 41aea5nw.1 A•0. �„o....� exwmwaa rolw,wlorwneN!Juolsro se4 s,ara,wamwawrts , -- aaaepJweP,eW eEtl6iW fAV/Oe1D RkVF11®Ap ¢Imesvcala4alwewrsm4ss mmsaamwmeprlwnpu a, ar¢ _ .. _ _ immxa = X01 wemmxran wxTrc1,4•wmcrewr. NORTH GRADING DRAINAGE ouufeswawvlrt lw,saronsmamlaw,m masa oauruc�raeuen Knaw whol's BsIOW.Nem�,�4 Cali before you d1g. 0 50 100 15 Maa JD ANDOVER HOLDINGS,LLC IMJU5SN MPERST.NW N WY AN MNNEWTA1 N WETLAND a r . SB d t y saws a, Y i1 mss � � M Bangles \ ( NBASIN 115 Pr x k' \ (N MEavows 4 ANDOVER. MINNESOTA s I 1 tt° J — INFlLIRAT10N r r — —, Illi I I :/ i / 0AWW111 aP I '; ' I I 6 I • I 3 � g I M I f a l I� � s; \� ,aa,rE,,,,•a� I WaA�rar I . +A .On aa�aa�Pr� I REOP1ir.n \ nNA�wxn L ..o• I 3 I I 9 I e� BLOCK 1 WEITLANDO , / 2 Dei n2018 CIT`( OFANDOV�i� _- $ o x T, ' pros ul r � Mss Y F T / eruwua +nrx+m] V I6'aIµAIBY i 165 MTYL BSREP 1 � . / / s°^'u° ` ,I. _ n :I: L s� I wsca•oee� � I / BASIN 12 � I 10 bj1- 's' en e / N I anvsssc+'�'s.N rawmra sr — — x INFILTRATION ssMrnaee9- s S� � a s�umssasPmr�a. � a $ siwo.asaisEmawa, _ T L——— --JG PRELIMINARY PLAT August 19th. 2020 srAsx oavw,asx ¢rsurmaxvmr `"� F- BLK 1 / , o�a.�a�aaw sassarni wxemawvawawAwsEwexiarnw.wna nMsu. At PAA+611E f' S —I i :i �_- 165Xfl1"V00EFA ���,� uvnaxr�emr¢ .1 I ' a a L A N DF O RM aw+PSPUAasA �—xu/ umawras i i sessw£rniwaauowrorts eainSRbRnbh u.ammo sAsxaarnaa rorPxiwtoramaaAu I +ass ___1_ -..: M.wan.nar ➢9016 HaaFwMeVN£IR[ss ��+o....� wrsroEaswmum 1.-_.._.._�...-.y. ..-.u�u""�enWAm�ii crtY[fPl bS SauN FIMAwnuB Td: 612452d070 �PtVkYkDMPMrff 11C LI 1' ap+ou-...�._..--:PWIaWRROAHWAMM ® minneat3 F anclo .net PAPflBifNW[LI aM1IXNlVA �MFL4yr. yP�maM w — y,ap„s Minneapalla. MN 55101 Vleb. IanUlann.ne! L--__ _� —...-- ANMIHBIaWA rvoa ' RIF NAME C2Mp PRO£Ci NOU]Pl . I➢P1]OO2Wi ' �assvaiu.sxvissirsizaxmm. N65°"'�"�x""p1tl MAIN STREET NORTHGRADING & DRAINAGE PLAN z snEtmurmwmnraauan.serr�uwawAAPexavura®m Know what's Below. Ne"i TYPICAL LOT DETAIL COII beige you dg. 0 50 100 W scuE 01 / �W 6,.Y,®ONMM r69 wE1Wp•IiFA u®sly. oomFs luue. WIDiE57fO�E1NMFHVSE N%FS5 RW]iJ.NAN10.>S —na-- Rn]]RANBNR61 — � ILIA w/M1 ���6J uuncancw mmNsmrscsen Asvulrs>IE esvaralcnrs ��re f umovnan u6nwvaxls. �—v,o. � suncmnan wmmuLmmwwuL olsrosas7wmem YUIS4EMOASPM1611E —y _ � MrnWnaA e.•uE KNm. •, 6 I. fOi WfiIMC1O151.Wf AW 4hrEY1GYMfS5 LU11PGIINVgW N�6F35MYMLSEIM1TF5Al61$ +yyMM 2 ME6lOGlF➢Mm•IRE9YU�AF56PELIXhP RJIPN91 WAtB[G® M 24fMO6WA TO1pbMl(6. F�BLK 1_/ ,>�.�... F s f I I ooAre...a6 I mea I unAmx L rs=loss _. _J_: _.mamcw,Ei n.n.wx mwe ,o. L____ T—J a MAIN STREET _ A TYPICAL LOT DETAIL tNISGLE NOTE: _ EXCESS MATERIAL FROM PHASE II SHALL BE PLACED AND COMPACTED IN FUTURE 166TH AVE. NW RMl. AS EXCESS MATERIAL ALLOWS, EMBANKMENT AREA SHALL EXPAND TO INCORPORATE ADJACENT LOT FILL AREAS. TOP SOIL SHALL BE STRIPPED UNDER AREAS OF EMBANKMENT THAT IS PLACED AND RE -SPREAD ONCE HOLD DOWN ELEVATION HAS BEEN REACHED. -7� \ \\ JD ANDOVER HOLDINGS,LLC \ 1` I6]MJUMMRST.NW 1 ? AND RMNKWTA Ro04 IEL,bIZ�T1,aA l 1 T 1' i DLMR a SE9FEi0.f iW (SIlAUgRS CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M Fl6m5NCIOF%N6N • • 105 Sowl F.MAvxm Tel: 612@52-9010 ® Su. 515 F. 612-252-977 Minne,Ais.MN 55601 Wa6: Iandfolm.nal ' FILE NPME QO6LON]2hg PRDku NO. "1?== GRADINGSI DRAINAGE NORTH •• •N CONTROL Know what's B810W. neNmi COII before you dig. 0 50 100 \ x MEADOWS \ ANDOVER, MINNESOTA \ RECEIVED a SE9FEi0.f iW (SIlAUgRS CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M Fl6m5NCIOF%N6N • • 105 Sowl F.MAvxm Tel: 612@52-9010 ® Su. 515 F. 612-252-977 Minne,Ais.MN 55601 Wa6: Iandfolm.nal ' FILE NPME QO6LON]2hg PRDku NO. "1?== GRADINGSI DRAINAGE NORTH •• •N CONTROL Know what's B810W. neNmi COII before you dig. 0 50 100 tir1i i I Ell BASIN LOCATION MAP j` i f / 10YM=883 BR.29 881.0- 1 V t C7.3 3'%4' STORM 1 5 SEWER SKIMMER STRUCTURE 51 5 C3.7 —BASIN 12 SEE DETAIL 1 C3.71 I, �9 J S 1arwM Mrtuu* L r•a I • � OVERFLOW CROSS SECTION INFIL BASIN 12 OVERFLOW CROSS SECTION INFIL. BASIN 12 ` A INFILTRATION BASIN 12 0 NORTH 0 200 400 S°V�.� \�1\ INFILTRATION/Y \\\BASI�N57 � 100=-YR=889. � --_ �BTfa= 0 OUTLET=B o NORTH A INFILTRATION BASIN 57 ® 0 30 60 L�N�I RA �1� n, ma OVERFLOW CROSS SECTION INFIL BASIN 122P NORTH 0 30 60 OVERFLOW CROSS SECTION INFIL BASIN 122P BLOCK 3 INFILTRATION /BASS 100-YR=884.63 BTM=881.0 6UTLET=882.25 I, , 0 1 `y C7.3 PO 3 SW E S U \ . INFILTRATION BASIN 141 -75 JD ANDOVER HOLDINGS,LLC 163•A1Mv9nSr.NW ANDOVERLL SDTAR N M1M•�'. DOVER MEADOWS +& - -- ANDOVER, MINNESOTA r •• RECEIVED CITY OF ANDOVER PRELIMINARY PLAT August 191h, 2020 L A N D F 0 R M NN•Src•mRwh • 1056auNFIMA. Tal: 612-252-9070 6WN513 Fx 612-25-W" M roevp .MN SNOT Web: Imdlo�mnat "IE NAME CiH➢HOfdn PROXCT NO. 10P1MW.002 INFILTRATION BASIN 52 7 '96 BL1 o ' .I t A INFILTRATION BASIN 111P INFILTRATION BASIN 51 1 100-YR=89DA99 BTM=887.OSB 3 i 8.0 w INFILTRATION BASIN 51 13 \i - 100-YR=892.48 �. 00 YR B-6=893.39 =890.00 --- RE= 900.2 �. /•I 8 ' INFILTRATIO- I BASIN 111 N w - 100-YR=899.87 BTM=898.00 pF� 9W5 OVERFLOW CROSS SECTION INFIL. BASIN 111P w.m —T mn I 1e OVERFLOW CROSS SECTION INFIL. BASIN 111P -1co JD ANDOVER HOLDINGS,LLC 1639] JUNIPER ST.W MN RMINNESOTA5sm 4uR1L�"+1a, NDT N R MEADOWS ANDOVER, MINNESOTA RECEI IV' E-0 CITY OF ANDOVER » _.xl- PRELIMINARY PLAT August 19th, 2020 L A N D F O R M FSln sMm6i.b IMSw FIMAre. Td: 61b -%70 S.11.513 F. 6122 -947 Minneapd, MN 55401 Web: baM .w FILE MME a6nnw6zd y GRADING, DRAINAGE 8 EROSION T BAS1N 38 $ SEE DETAIL 1 9 A BASIN LOCATION MAP j I N RTH --- \ 0 I00-- -400 _ JI BASIN 34 SEE DETA L 2 C3.9 TSB 24 - I BASII181~ 100-YR=880.38 BTM=876.0 OUTLET -877.5 � I 878.4 I IN =877.0 INV=676.0 �� �\ SKIME TRUC7 SEEDE E DETAIL C7.318 {I 7.7% INFILTRATION BASIN 181 0 NORTH 030 060 enN encs mo —T OVERFLOW CROSS SECTION INFIL. BASIN 34P 1re•mn siwuva en Fa• mA T> OVERFLOW CROSS SECTION INFIL. BASIN 34P INFILTRATION BASIN 34 11 INFILTRATION �� F BASIN 38 \ JD ANDOVER HOLDINGS,LLC loo -YR=880.29 16]PoNMPEP ST. MY BTM=877.0 ` µalas z'v� OUTLET477.78 3 I �- \ 17 MiADOWS SKIMMER STRUCTU 1 SEE DETAILUM \ \ ANDOVER, MINNESOTA NV -877.0 ` .....a,... A INFILTRATION BASIN 38 r I WETLAND 1 RECEIVE® SB 2 BASIN 36 100-YR=878.55 OHWL 874.0 (ASSUMED) WETLAND 1 \ \ 1 CITY OF ANDOVER I � I 1 ) .1,•' INV=877.5 II I I I - BASIN 34 • 100-YR=878.55 BTM=877.0 * "ID I PRELIMINARY PLAT August 19th, 2020 L A N D F 0 R M N SlotLRN1h 1855 FHOAene TN', 512-252-W7O 8,NM 513 F. 81}-252 " NAmpepp MN 55401 WW: laaff mnm N�xnN• cWnwo2.ey PRO,ECT NO. "1700 W= W=L,,Jol ON 133 W %mlRwf ZOM 3xrx ml1 I6u'Imolollel "M 10K9 NA qOd -H RO645L419 :Yi ELSaPnS 0Cm'LS68LH P1 NNeer WIe NPHS SOS • • NOUN W rys NNUA W N O A 0 N V l OZOZ'4161 IsnBnv 1V�d 1.2iVNIWIl3Nd �J3nOGNV �,O AJ -10 CIDn13103H -.H:1Y 4YILliI.14Y r.CY.•CIL4Y.l� VIOSANNIN'2i3AO0NV SMOQV3W _ NlL MIRmVIiI la¢snlxalxn vawarn x1'ssmdwlvan3 0111SON1010H H3A00NV Or m '..®9YgrawlwgewqLar.ImYYcwYw�Y M" Ng4a..+,auiN.1.Wwq,Y+u+lw!vIP.P•v9W�4v'•.Inn'.MMu, iW+uigsnvm MwVugnm WPNPIwuFrvqua'Me P}WalyYgr9 0 p� uW•mN"W VwuugP•u.JNPPw W.wIWP}Pq<I®PYIPP.MPIVIN 'J Norm•PP•u.PYNq.w...a.wP.rr..YY..N.P.�Paw e Uw vaegTOvW pPNP.'NP v.YN R IM.•MPgrpq PIm9P+V Y91Y PIaTu1M.MWtwvNYY W #.MwJ rJPYvhyY.W W.lP4N.PNa PvwYN.N6�m wwn9M+PMFvb/nYl 1 •MMPPMPMtP4.Y.W�P•gNr'IMvr.YWA H Mvvpv !•+•�3 Y 1MwfmnPa lYPwYwP P14.b/vVL 1 MYY�Tmgg4'T c+ivePwM,W W1PumiSVNa9 VI6 p•ryveP.YFVY.Yw..NiMM1P mw9/..+vu TewvS .+rvu. rvwlllq.v=J/vroW 1 P.��m.� Pwm.��p.9.Pw.PrWm p.w'A.M>M,PdPP.➢wuM•�+WP.L�wiwP•na9�•.�'YWwl.uuuNN . .w,lw.•o-..».-m.a lwq+,aeP. M=wr�.: a.q.gwr,n vuvs6vvmvvww+Lwwy w.ww.'Mwe.wsNr*'F� r+wgwa.Im.9TFvvPb<NnPf vMwm��P�w�'W.n N1 NPPwV•Mm^r,Mpp.•v uyw111CW uew.Ip•w1 NPA•Y.M•.PI°.w 9Yw gmupgwir.T3Y W t.a1. mm9NMPwla1•rroN ug6gr ww Y.P pP.pw.P eYPP, vpau�blgwayµµSNl wNpwlmPoPpNw PY.�faww.nruglvp YhwP..w •.N#NPPPwM'mwe•w..•w,wrwa,gw'oq mPw,ntwP• Iwwe MPleaxuY W Yxv.PWPww•wvuP^wPuaPgv�qugeNn YYCPYq V9PV i .9uP.y #YehgYM V•Pt�YgY v abq.Pw.uwwWq,.w+ruaPw.. w..w•pW'•.PalwuwP�Pmrv..wi 9 Pab TgwwvuWPw.�YYx'A�ugP+' 4PwLwPw.w. W.�AK w6P+✓VBwv1.PnP•.Pwe 3 PmVPM1vPPNAYprPMYND+w�WruWIVYYwN9WIv.Pw..wn ] vJ6Pq•++Vw,e.rY.�N�.P.vl..w'uy.byY.if H +FUYP.aY^MvaP4im.w•.Pp+YPP^Yh1^NmvP.W ga..yPmYgl Y dYY.a.e H Vup}ugvtW q.Y+rn WNpwqunPgNUYw'IPPw.ePW Ygav+pYV IY 9 wcq+MPW P�+WVN IumplPwro.ury vp P'rPP'q.pgws emN+.'.w�wY+WuPPq�•??•T eMM�vlPpf!t9�YN•LY,YYvasPiu. "f VNF UPimNHNHNYyY'vg4YNPP•. WPUA ..Pw! 0 {.pauvumuwm.uwgwNaN[IhgPr'ogMa. p.GN3 ] '.YaMnu4PN.uu1P Wl 9 'vN+i.pwWW H N+W NMmWanNMVYI S wYNUPYPPvpypm6WPVMrl'Y`oP'taPau'P.'YW°•f4^v'iuu••pvW r ,urmlpl.Wwmp..4.gP9+6.gpw#Y91m1.^naq..Y1M L w�gY.Y'Yb p.m.rmx Wvwrmgmro�P.apw•M.RvW i uP••.P W[lrmlvPP•Piuwww°.Pu+Ilyi.Y�uaauimN�Prlu.uw.1 1 tlq�P•rP•IwwwYuepw MgPaY 'a'WglY ppl'M.+tlY4P0•N I PglwYPu?YtbMSYPPwaMMW W V WIPYSwgl10."YHI H+W wwn.u] !u[YYw1YgvN.rW.3N�•'gi Y9.WpYWvgswr�33HMeYywwCtlYp [ DrpblogWM1WPP9owYM�v YP..Pem.®YOP•+m.fvGY Yf r '.SYFYr.P.PWMWPmumuMWP•.VPr9W VY.I P.LPwP PPIP�•IYI.WJ'NYbJUYMemfwYWlP•gPw MLvniuRWPv� L .P..H P+H.NYawPNPYwygY.Y�mv N!•uwP WlPew.MP1Y W.SviN H gv.p•9•w1YIP..pP.N.i W.YYf.•Y Y..11.01[IwI1..PUPNw•aq y�ywgv[ugvVUA.pmgt)>•ptmY•AI�OAtP�Y• W':.YNPY V#W.wl•YPPIrE+M'LYW4N�NUP �M#• 44Y WZPmRmPm Y1WgY.YPT WPpmYM1.TIPNV W.LpueN#SW�PyN.I Z w.4+vNY50 W I OwgPPoTPNiwPpgwYIAOLY.YNw1'PM• 1m•wwN•gmgw#N[w Www..Y.q•wFYe+.solW.wwwpPPNw 1 WaY ..iYW 4r/vvPM19Pa'aqu A.. ®l P,..,q Pcvam PvgW YMaaN uaMA^SW.4Y[.wM .I Pvrmn MUYq.9x.ve�•We PMPNa.wuwmmwMMMV •wrvW. e•+•••Pq P+W mYY,.mw.PPPN.ePmmPw�•a a� n wN .gq qp wMw wM.a mY w.Nw,Yww,vu w.q.vnWm P4PIYUIwwW uwquu Yuv WM ylwrgwpnmlwW,Pnwwganw.o.wmiw NwP wwv+Nwwwww. Nww6+Nm Nrom.e P.,PPx1° wv NrvwP P,q.w¢+.wNW Pw.mwlaw#+b 11 aa�.M_wwwwNw.wm.P�.. amr.ggMP.��gWPq.a.�.]��YwwwgwYW.gN�9��. � 11 eeaa.oW+n,acuW et+y]w9nw.W.n4v Me aw.aP^gYNRgaa.vaLe Paru�o Pm.gMwLPP6.nm4 MMq na.umNp NavpWu Mmxyirv. W DC+u•1NP°DANNvm+aw+l w+2tl u..Yewu wm� p¢.eyu•raw�fV M••aw pre 6vm,.rga mPwa"uvu+wwM+a.c� �w •P+-+o-� of uw+Ntlgei.wP ..mPP...,ww�q�...PI.�PPaww�Ywxq aP,mtl.w.�,gNpP�Y yWyMuxPva.aum.iw+vW ngsagnn qumxq Ny mmaw••gwo a� 1�wn v uwwLNVYa.rww.ilreaiggMuwNtll# wml•wwwYwY uM1•e(q gRmW WN,PUPMW.•wm6.NYR #.wAY4w+ntlNNw'vPn'wN uwS �awrsl*we < (Hugo fuP �•.pvgmu NPaE+mWv<nITRaY•w�enyTa+ar.Ma.euY N,91 IaPW vSFwY.aJ wwtlupweelLPM.w•m/,eu+R+Maavp 9 •aq�r'vq..+••wpM.aemno.mw+avawm Nwl•N,ww 'vHT ywuPPq gy.plbrP LvlpsmmaaeeelgTNVR.NNuNvvM[bPl wPq®3q..•ww•wwP•cmwe'wgW gMwmgrn w.m.r N.Mw.>vw mP. aq.• q YW a q P.e Pw wPw. _..w Y..a ro <wq P aY lP YaP+w Me.mf 4wawxwPwuw P WZssJpW<alglu Nu -P WYuum�w+•PIIYv.wwMwPmWvnoseN.efu� N aPw•�gPw9q MgawP.m.vw•uwapi K'PP.q.w YMt,+a4T•'wPMSawA.N 9�5+M1OS 5 �wW.aµ NurylFYgNvw ��mP�.v N>r NtW 4PTPp4ue4MuvlmMga.vNUS.grT. cya^wGW tweuNnM�1 ymMPaNv/rPaIVIPI ppNPUW W euvm p.maN.a.g6..vm 7alpgvW AVwgMl�ewR.vvuue6m'Y4P^ggfa.ve,vPw•.Pa W.q...gLas®T W aL ••W PNP>mq Mv1PN°YAYP WPgi N+NP'rt.9.NeNwnPYmzw.9aw.Nro'YNPYw.rPwP Y��wgP� NP Wn14Pu4PW Wn.T•IvgPlave.vsNctmLw LPPv.YiPuvi Nl ww.N.P-� . NVNNavtlwm h"�Oau PVv.+iTWwae4Yv�Y PY+uMpu•weM•YywPd d•.�+P •.'MWM'uq vN n W nwv. x M^M N Au am+.tl Pm PwM P �YT,u N P Pw4 NI w rv�udNWarapmr.pyp�nuagww.gFl. PiMrPui. wgiNuawY.wl Wf iWnW WI�wPAx L..gY.ulwW ww6uvglwPNggaaqNUN.tlPMwwW[ D+w�.wP+M,+b+lYaWa Nim W W uuMgwP.0 W.vb TPa+<vY. N V wuu Y p1p q N YTI Y VPu.4rYwrm+a W W}PPpW Wvlm+pmr.. gMMM1WPN4W � W.Mw.IPcivPl.w W PYatlgNM'.W �#M.YV PYRg9wvW gPv�q N@Wtl YP wW ra.PPumbnHu.pYwamroalvveY.q.mpaaY RYvnwI P.MOW Y'en W.N�"LLN Z aJBPPm IvuY P.'a+.vtlm. PaT.vI P.W W wW vA WN+bNI W y.16!.UYfiFO VS tl®P.wnv+Ya Wpa'+nm MNrYPN4YwgN9pL.PN]uwAWevY'.Pwx GwNVS I IYlYWIAi R#N SpVILA!HWiUJiY• ISgV13331113TRM3155N1 L rmmw vval�a x3•»maMrosso sx°3mmm�MaxNW Y°mlmasflml[33armrlo9l [ UO15pMITSpm1vMWIS Oti 315 SW 93HI IINYM 9'ISIIlTmlvMl.Ylb01t1[va39111•V03LLwQ35Yea3NlH9tl3VtlPb 1 7 ' L / 3115 3 0 311131011H11M Sa31VIN /Iu4tlPvrONb9Mn4gwy SI gYruawattpvvJ�wN/WPP•+a✓+] .1 vY+MPMp^V [I wPwVNP W P W uSP.w..urpatl PV YwuNPur+.r Tfwe m•YW.P. 11 Ca'mY/N•.ral.gYl 'll 4AwwwYm..re'.aw Wf W .NIPwf H pgaY e � ✓NIIW�q Y9ugpt-q.VvwPFl. gavtl YWPP.nlww q.uWduMmPxwanlW ggwnm.Y6,y5 9 wPw MPe+q owgq+:'wugvvP.v,. w+pa f wlq.w WmP..wll W'+•ww wnw+W.w.uflMMwuu.ugwupl[ r YpA,�q P wlMm, P ✓w P'Yu pY xP. w^� P•¢. yp Pa+n w+9wgauvlW wpppPM gwtl.wpwW-+uM l'vvuwlLmpPN.eJ L w.fpefp.vmp•waatuW piPPpquYYV qw 6ugwq�mmww.mgPwpy 1 PgvJ �'.3Y••+J+•+9Maq Ytl V�pmPPw.q oga•NPPwrq.. q.vYPY '1 Zmuov N0110nN15N00 d0 N011dlN3S30 YX31mJ ®un3s a nx.uem mf nnNlw aw rwl n•un Islem�mmmin f e of Wd91WIlASVT'1918g 9 ARILAm A3 MMIYAfltl3] 031]3859101NMM4]39•dNN90.YIDIT'e'IrN1WItli4tl IT'llltln�� 1L�04 U3+SV J1MI5 'S >ffi 1[ Am U3'aaMli M] IYW19gJ L Mli3] 1N A II KLLSbI V*1 131R04M�elllig N6i4TZ19 IfiS1Yl SM1YYi1I1 [I531M3NHVWLIYIOimI 53YY5 M[f>S3RW YOiR.V'1 se'onHl•fAo+.v aHHsneeexs H MIKVn1YSNiuV 3'Px SW/f 1.3M3LY 9iSH IO1VtlIlMtM1Y AATMJ M'tl AM}lVe3q MY 3IM91NmItl3100, [ a3u3asaml]nuY]wne3.'Aoutlrm mxmin Sem WIve9A [ �14L:19 L3A« rOCTMbYQHI AN IHIISm.HIYUOI tltlmsewsr xuv ]nav°ww.m. a H3WA] 1 F•.e N � erw m P W me a ow Y •• w ay.wlum1Y.44w.Pu.PMPVPPIP+V'P•PYPvaNq YP TPm MMY1YIW 11 .aq.e+afgaYY ASeVPNvPe+w.w MmgPUNa N.YPaa p.w.gmYq+uY.YawvgwvppqqrvPx.Pw A•.,m •.WM1Y+Fw3 01 PVPgYA vItiv WPOP+a.M.P•..b M4FV.Y•Mo.mV.pFw9 � .N ma1WP.p®grwM1vPepr.w.ggw.ww..wwgl wv. P#Wvi. Fq vNpvfapgsuMUNw,vw P+ePvnnwwwWrop�Pw �ww.m PPW NPVL ipwP4l mPwnw wY+.wom. w•.w ar.. u,w, . "wwrvn ep4 vw P•wwrx.lvuo-cwelviwa.r.. Prw� . "yh w�dgaurwpgrt�u yPyPa Wab.I qui gvwvvup. mpnNW p.�ua vpvMT uPOPe. t ..uPW9YbnwN+wlww P+HumCpywW glwvw Wp Pnu49 WPumYUVwlaw'.9Y'mvF'�I'aggh.Y'v'Wruurw WiMeW%m+•P.Y^raw %X 9 gm.Px. aPNPwq.Prrr.mYM '•me P•.•.aY 'amaPwm..m.Nrw.wYoga.wmPz.. v3w. ' M'•vgwuwP0..Y•uM<wrtlaPWNa..um.MM'w.•iam m.aavaraY •r..v.^fEaWq+lu'a.+g6q.Puaewv NgN.YUWwww6.gSUPayMelvnPrvb S gnWP•SwcYv.w+.aq uv+onvNwwqu.bwnW gwwo r .w YevmuvWWvggn�wwN+��vvwtl M1are [ ps 4rParawygaw.eF+.u,vwlvP4Pv.+u•a+.a-n a..aw�F-a nevry a•1 t Y W.aV>m WtlYMY'/gaW.. Wu#tMII+WPr^ PMPq+.Npfwg6grym] . �V+TaM^fP'HP.+Na 6ur3 . ugrfuHwiOuppn . wJyYgw..pagr6gaiwpy.wup w.vyY Wv vgvNupivwpuggeuo5 wvf A.w+iwaltu+v.iNLW.1..W Pu9N'vrhrw.ugwrvlSquvW1 u.mrw Puwv+W.PP mq.vN.P gwtl•pvnPq giN'gw N•4'P.dWASYWMrmPI•..M•. PP.vPO MN6 WPV YgWY,. V. .ay1u•"wnNrm WgnMutwWY9Y Y4M�IeP6.Y4PWwMa.f+NM4vUN1 1 InI<Igw+wrwMEP•wxvSww N.vPuw.3 gwmwb Wsagw PM Y.U4 Pqu.Fuuglwu4.PN1 wYPPwwmWrra3pwmMq.WW v.NYN.Mr4gNwm[®N WY1+�6hPvtlWHAVYw aapr,bwal,uYtll w.vx1/'+5�r�ggaw.i Yvyeap YUlmquYlN'I mt. ... vmm.vmm.w.yw..m,.1 w.�mme Imm.n vlzuvpm JD ANDOVER HOLDINGS,LLC I699muMFE196T. m NMOVERNIMSOTASSTI x rv.wima mry,y&S+9N Sam Swn py1S IfM5yVMC)6 %P 11'6m,µSMC16, qa )fugn]MMGrtI Tmf,eb m ebT IdE amok M gfMr qm. Y rtyaa rHvry. ,. �uazWekaarna.em.eaawnaoaNwAn,a.�van�,oaria.vna��w aN[grw m,�.ana/uw,,..,/m„mmn. t T Y F ,a .aaba�a®» �� �a. DOPER 6. W�meem wmea,v pow,gazm pgnry4enNrcg, a,ug Yeryrs kn, ), PukgOertwnuehem ¢nkr d,wav»m�t,N,»eYe>vaaeNuabn fl cNuatnnvam,e,in LMe,Mbv Mtvp. • v. awkwm,kp.w, a,R. ro.am..a.m.mw,m„m,a.. 2bf MEADOWS as „»�»,�a 1m».,»».aw»a.aaa,»a�„4M11,mh,Whwua aq»�m ANDOVER, MINNESOTA n.,.an„waa,b.,,,p,,.,,,,,,,azh.,.�a,.,,,,,,,„„aa,r,,.,,,, •»,.,mti,b«h.n<In,q .v,,.e aztsmen,p4^•^en..rc ,v bw n.aowptuw,lnhme mm.�ua wn,new>m.ruu„arim n`nNr. s DECEIVED CITY OF ANDOVER 0 NORTH Know what's Below. Nlm� Call before you Cly. 0 200 400 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M Fl!ftw7 • 0 • 1056auffi hAvenue Td 612452 o Sul. 513 Far: 612-252-9077 Mlmeap^MN 55101 Web: IaM)ann.n.1 MEIVOE O WM2.dg SR1GM SFW FP INISY ' 19 Sx•racsvo 885 i W'ra>]� y FoewrmVuybn WMgaNvmrrvgmrwamNvtl LaMmma161fZ291i0. I JD ANDOVER HOLDINGS,LLC 880 unR urt 880 ANCOLERWNNESOTA553p1 x. PB�MalerWe iEL 6gIMrR< Srwm ]e.wr RRCPti-1P Wm5Ne]M F Es,m CP 31'CbmO (ASTALx0) 880 RCP]fea Caa]ASTMCxeI � 875 - rrs l%.. .875 I .. rvek renry BvrbnaMekvaWn olaS NYry PoVlsolmnrcalen pbrbw4utlenvlvM pepmE Niuea ConrngorbmnM FNruer FenaPrWlyNTre keq Pmepanry. l' i Y V i S. .,b.NN~a.w.eaPr..rbmrmrr�n.,,m.uuNk,br.�„-�n.Im�Npf. DOVER 875 1 1. Pipe e,plM1S Lnrm me n.m aeme,.rawuvu unl.,.IvvLav w.m.r.mutlbn. 0. C.mea le ery Ninleam auarNraulN Cty ol4p7.er Wrdege. 5 B. C..Wnare Hn prvale JM1Aab p.WL.FOk,gya,ysMwvnNUWnmµti .. nP•_--- ,a. L.mmdml<.mmryfpr.,._a,.�..Imp,mnd,,.,.,F.a.�.,,Pmd.rMa,M�eF1..�PrR. MEADOWS IORRp]re.I•nNNal CemnP']r0r.i0CM1.G^V�tlb9844re1t/Mvn ®MWrvreMalClxt,M eeb �f. on wn�sm�Abare�oer+MustaMuix�i�,•'m. emearsr.d.wle. e�lew Nu PE0.mu5g5 ANDOVER, MINNESOTA I..el�r. wr.e.r.m a ewedarm.rp.P.mewrerrvYa�.eer.d.Bu aMamnvr. m.tlmm. oor.rr,rgbr. 870 870 aµ 4narrr,arn Sx•racsvo 885 A-25 0a00 1+25 i W'ra>]� y FoewrmVuybn WMgaNvmrrvgmrwamNvtl LaMmma161fZ291i0. tlW JD ANDOVER HOLDINGS,LLC 880 unR urt 880 ANCOLERWNNESOTA553p1 x. PB�MalerWe iEL 6gIMrR< Srwm ]e.wr RRCPti-1P Wm5Ne]M F Es,m CP 31'CbmO (ASTALx0) 880 RCP]fea Caa]ASTMCxeI � 875 - rrs l%.. .875 A-25 0a00 1+25 FES 1 - FES 2 FoewrmVuybn WMgaNvmrrvgmrwamNvtl LaMmma161fZ291i0. JD ANDOVER HOLDINGS,LLC e IMNMMR ST. IN ANCOLERWNNESOTA553p1 x. PB�MalerWe iEL 6gIMrR< Srwm ]e.wr RRCPti-1P Wm5Ne]M I � ILII CP 31'CbmO (ASTALx0) 880 RCP]fea Caa]ASTMCxeI � "<a W ader mn wtmY M W E ahrrole MN wpger qam. M nmlM nCnlp. ]. Cadea NMy wrvrm povKKnbrlraplwlwnermrvm xxMwpmle hBlnraq. I .. rvek renry BvrbnaMekvaWn olaS NYry PoVlsolmnrcalen pbrbw4utlenvlvM pepmE Niuea ConrngorbmnM FNruer FenaPrWlyNTre keq Pmepanry. l' i Y V i S. .,b.NN~a.w.eaPr..rbmrmrr�n.,,m.uuNk,br.�„-�n.Im�Npf. DOVER 875 a P,.nce mmw.m rrr..mr.... pm...a...dp=pmr.mmm.Br wr.,B wLaSawew. 1. Pipe e,plM1S Lnrm me n.m aeme,.rawuvu unl.,.IvvLav w.m.r.mutlbn. 0. C.mea le ery Ninleam auarNraulN Cty ol4p7.er Wrdege. 5 B. C..Wnare Hn prvale JM1Aab p.WL.FOk,gya,ysMwvnNUWnmµti .. nP•_--- ,a. L.mmdml<.mmryfpr.,._a,.�..Imp,mnd,,.,.,F.a.�.,,Pmd.rMa,M�eF1..�PrR. MEADOWS IORRp]re.I•nNNal CemnP']r0r.i0CM1.G^V�tlb9844re1t/Mvn ®MWrvreMalClxt,M eeb �f. on wn�sm�Abare�oer+MustaMuix�i�,•'m. emearsr.d.wle. e�lew Nu PE0.mu5g5 ANDOVER, MINNESOTA I..el�r. wr.e.r.m a ewedarm.rp.P.mewrerrvYa�.eer.d.Bu aMamnvr. m.tlmm. oor.rr,rgbr. 870 870 aµ 4narrr,arn FES 1 - FES 2 RECE!VED FES 702 - FES 700N85 I,I I � ILII 880 889 � RALET.LL.RE I II 875 �� RECE!VED FES 702 - FES 700N85 µ / 880 889 CITY OF ANDOVER RALET.LL.RE 875 �� 875 aM evs]�m aenexw ,c zelrn.wmn rtRaUA�.�rM PE0.mu5g5 T.MMiw.vulwn nprvPrtRmuSu 870 870 865, qq 855 0+25 O+W 0+50 140 1+25 F ' _ FES 1100 - FES 1101 8 W 890 885 FES 800 - FES 801885 885 Pv ema III rS w. i nexnwMan xi mle E>uSwLNoieu - atu 880 880 880 �pU1E 880 680 ISMT OIM rf[ _.n 875µ.i¢, 875 875rIem."ARAw um 875 875 N1M1MA Lill® a RmumxF ,Fp �,1y' W RPPMIER CEi/1.tU Y,11NiPAVaiWW WIM10.l55QWO M-IS'IpT0.V PIP 19tR5N.lU •a n _8701 870 670'. 005�'pe�° ,870 ae 8 0. Yto ®n -0+25 0.00 0.50 1+00 1+25 4 15 0.00 0+50 7.00 7+15 870 885 880 875 870 -0+25 0+00 0+50 1+00 1+25 4 PRELIMINARY PLAT August 19th, 2020 Know what's Below. COI I bot«o you dig. L A N D F O R M FmR55em FB188 • • 10 ® Mmmapu F.M 55K)l TBI: 512352.9010 Suite 513 F. fit2452-OU M'mneapOFs. MN 55101 WeS: IamHOrm.Irel FlIE NAi1E cwlulwno02 NORTH 0 W 100 PROJECT NO, u1PI11"l a:I r \INFILTRATION 1o ,._ 1 / BASIN 52 12 ! BLOCK 2 /� / \-==l ____J 11 llrc ` / INFILTRATION 13 I on v.rw ,r YE OOLR7 Mvm BASIN12 YRe00 Bv,YME o IU1!/ IaY/ B J �_ J / BLOCK 1 1 .tt� / /\ 7 cU — I uLVExr r loamlrc eB ' euu6iP \\ Sraf / L -ULVEAi I 9TMQ91.00 BrxoME I 1 I � v c�ivBPi Buwm —__ \ J \ \\\ /rYCLME 1RUILIM �`C\ BY IwI Bu6oe / I E / o / BLOCK 3 j x.05 CB 902 - FES 900 905 900 am 895 FES 601 - FES 600 �l as, _9; 890 Pu sw a}eEs BUILOEB IN+PIA S1V � 15'MV A^SN M[N RPLEIIlxu B'g" YExILLE RP6rlu•m MMIPANYFY.® 885 PPNV RPOEi¢nu 880 t6]W IUHIRASr.NW 895 FES 601 - FES 600 �l as, _9; 890 /' BUILOEB ¢61X PN Wm pI51W OWM JD ANDOVER HOLDINGS,LLC YExILLE ww Frar®rmuo ,885 n curt 885 Rxpn¢"m 885 � t6]W IUHIRASr.NW T `--�—IdRF:LLXY. ANWVEN MNIE60iA` ]N Ip1MIPA9OfW0 X.n 3mm:r PRPAVRPRr:LL.lu N / 880 880 a. u.. •0'05 BBO PG }I'CWa.IKIMCMI ea5 I PCV N�rLM 31.51IPCMj IIF ' L«bbtl enueleR xpPe awwwn„FM.r.Rm. b I.RAn.w,e,b. .. }. C„bC aiy aaMn peManb Np,wM1nernnly Rlnuapbm bj:Nq. 1 895 FES 601 - FES 600 �l as, _9; 890 890 890 ¢61X PN Wm pI51W OWM JD ANDOVER HOLDINGS,LLC YExILLE ww Frar®rmuo ,885 n curt 885 Rxpn¢"m 885 � t6]W IUHIRASr.NW Ac3E3s PartE `--�—IdRF:LLXY. ANWVEN MNIE60iA` ]N Ip1MIPA9OfW0 X.n 3mm:r PRPAVRPRr:LL.lu v v¢v 880 880 a. u.. •0'05 BBO 1-75 1+50 140o 0450 0400 4+25 87 ^.Im. eao ISR)4Nr r511R14 1P 111b1RRalpYlp TAV B75 RR57LIY 5 1.75 1✓50 1400 0450 0400 41.25 RECEIVED CITY OF ANDOVER ju- PRELIMINARY PLAT August 19th, 2020 Know what's BOIOW. COII boforo you big. L A N D F O R M fmm Sheb MbB • • ' 1055 FIM A. TM'. 612-352A070 6 "510 F. 612-252A0T7 MnnapC .MN 55101 WaE_ IVMromurol RIE MYE LWA➢W02002 p CTNO. WP1TW2002 NORTH STORM a so 100 �l [vmb.Wbn aLLYp aN w•ryf•rnbam4w l.Mlerm X3,}75}.y3p. — ° JD ANDOVER HOLDINGS,LLC YExILLE �! � t6]W IUHIRASr.NW Ac3E3s PartE ANWVEN MNIE60iA` ]N x X.n 3mm:r :[LRrhmsrxN Lnn Saw, 0.CV iT lr[mm SyKlY [16, 885 PG }I'CWa.IKIMCMI ea5 I PCV N�rLM 31.51IPCMj IIF ' L«bbtl enueleR xpPe awwwn„FM.r.Rm. b I.RAn.w,e,b. .. }. C„bC aiy aaMn peManb Np,wM1nernnly Rlnuapbm bj:Nq. 1 C„BMe,m3atlwrlM bulbnaMabntlan elA:l4y piRaammgpn pq mmnOu9m eraq py„J xMln taWarorm mtlN Wlnn hana3alM ruvnm.q ay. r:ry. t' 1 E w�Xmwma ..m. w �. am,mm m„".mM.m. m•abe, mn D6VER '. ru+.c Mpm4. X.�xeaMFw m:aauvRam..ne. a. �_' F:mawwaa mnunm paapwnpq«rytlon a+"0. e.rq aY[buYeen >. vm.m:pXw.,w Rwm«mmm.mmn«aww.«Xm.r Xer.mo:,. cX..ama[ur.m«.«rlx. am cRraP,.°w�uwlr • B `s� B. v.:sw..n„„w wnam rwma.mmt,.em Bn.wn:mnem...n[.L Tb" — ,o rmm:,wamr:....aor.„mnw..mgamw..n.,:wBn+r so:mn rnaX wsTM o•Sr„apm. MEADOWS � v maamP b .°.awm,mP.cnn.„m33•a:mll mrl.sa[m..wnmx„. m. wa ,y�{., aa«° wbm.ma.nmwnrmrR°mwaw.ne.m:Xaw°b ,enpftl Y tl1elAYNhC Pmtler OerNy1P3M01551J, ANDOVER, MINNESOTA rj �..re pawio:�.•e emawyam%n.vue era era"w°rbw wnmrvFW. B B 87 ^.Im. eao ISR)4Nr r511R14 1P 111b1RRalpYlp TAV B75 RR57LIY 5 1.75 1✓50 1400 0450 0400 41.25 RECEIVED CITY OF ANDOVER ju- PRELIMINARY PLAT August 19th, 2020 Know what's BOIOW. COII boforo you big. L A N D F O R M fmm Sheb MbB • • ' 1055 FIM A. TM'. 612-352A070 6 "510 F. 612-252A0T7 MnnapC .MN 55101 WaE_ IVMromurol RIE MYE LWA➢W02002 p CTNO. WP1TW2002 NORTH STORM a so 100 OCS 1001 FES 1000 FFA®(MVp � x 1 ' I 885 ea5 11 1 IIF 87 ^.Im. eao ISR)4Nr r511R14 1P 111b1RRalpYlp TAV B75 RR57LIY 5 1.75 1✓50 1400 0450 0400 41.25 RECEIVED CITY OF ANDOVER ju- PRELIMINARY PLAT August 19th, 2020 Know what's BOIOW. COII boforo you big. L A N D F O R M fmm Sheb MbB • • ' 1055 FIM A. TM'. 612-352A070 6 "510 F. 612-252A0T7 MnnapC .MN 55101 WaE_ IVMromurol RIE MYE LWA➢W02002 p CTNO. WP1TW2002 NORTH STORM a so 100 77 8 / INBASMSON IN m \ /N S \ L lb�- v.ETwNo i L 1 I' o I •I ,. � •F - �� IOp' reel ptB,. � - ''. �I _ J frmmw,xmawb..•Mse.mm,mme �rcmm�awvszmm BLocK� z _ . _ _ _ - — JD ANDOVER HOLDINGS,LLC A f 1 - • IMJUWKRSt NW \ 6 1 4 3 2 ANXWR MINNESOTA 553 J1 \ 1 2 P!-bNb RI6111MrII1 �r----)♦I',-'I I� amns.en NCPIz.Ilnm sl�JMc]61 RCP 3IA1"N E I ��.� S Rl 1 I BVIxAIP NCPMV<Y¢JIASIMC]6) !� � ewmamen roma NOPEve•m.lewN.ggerepnw ✓remb.ea.ermre. I tlMf� i � 1 GKrtl Wqy mMre Ye Wen lwneb YxeLbnol Y.Yne RlaiaewMlelepNbp. I �I• �� nwa� '� � ♦ cmmmrmmb.eayWmn.i4 vbramnolM uaypxNeplmn.pw.I!//YmmNrSp. clam euWe. �aF«w II aapu _ .. - 1-{ i corn sw Y awry oNamrY.m,m„eueW .Y •wm.e�Y wry mpwerm�mglme. E T 3 _y e Bq RSN - & Probe mraiYW meaweaW pWp.pruppoprrry6emermrw eubg JYy ln03bry F _ _ " n �6_.. -'a T, Pp brgAewwnere nemmmreleeieu.bmmerefwitlueweNMemmwry f.v . I RCS tgyn _ _ _ _ '• _ _. m--� ~ � - _ 6 GnealbW Wrwe Mawor4rp xNt a \ �� i oMmw �•� q'plNWro Wnbiev n ,mm��-�� -I v+m"^� � Sia6��" .:'rt�� p. UwpebYwNpme�NmaYP WebuR.mMlwaWmmnnammmrvQA �' s: _ �— - _,` - _ em�'m••,`mP^""" - - 1.. wiwra.pneb. wme.,m.aaxmmmm..mY ,mr,. m.ePr.mruslNa¢elmmw.- MEADOWS /rs kpJ xtiN tlHblWx CwrprA YY rnAy en®FpNa.meKlelerL Mmb - c t ,..3m vpA a Ix eee e.a PiooeIASTamo 1'), a�^ —�� --x—n .—. !�'+ I tl. n•m a aw.bum.e.a epees wmrvwermweluun.lkprapnememelmrmm. ANDOVER, MINNESOTA \1 \fssJyi. - �-_ � _ %_••__ i '. _... It Nq, 3I F. , i e I � I I tz epxee. Mme. w=wme an....nl een.a. q rx nnre.l lwm. meuwce. eer..ei�� ,• /' � �1m I tI xwM ' r++nrvere I� INFILTRATION I FES 51 - STMH301 895 �FY151PL OOYlW 890 885 "s W w ,N WW f��FSS11 .M �.W N9MIp.W<il'!O 885 NW.i SFlR W.IE 1z1aP Fd OEI A 1u 1» PEdos7uurz 'FN R�Al11u p-1Yax2V 880. •e• 875. fE6 XM d.dER "s BASIN�ss rswumur•r a� N9MIp.W<il'!O 885 IW ®A •� 1» .885 a Pedpslu am / 10 11 fE6 XM -. pe5115 / -T- T-3 IN.Y W ws a 885 885 ,B I I Is I I 9 L 1I _— —_ I Y1MtML(iVl9 / I• I __ L_ _ \ _ BLOCK 2 - ._ ._. RATION � � I Ws2 PFdmuaw _ . _ 1z lrm.zs.m led 12 Irl iglu 6 is BONtpa I • ;7 `7 L � \ 1 r I � d.dER "s I a� N9MIp.W<il'!O 885 IW ®A •� 1» .885 a Pedpslu am vw 1srcl Apia I fE6 XM -. pe5115 / 895 IN.Y W ws a 885 885 ,B lzaxav • I 9 I m Y1MtML(iVl9 / I• BA81N 111 Imp s 61Wb1 RP.EI eetlN Ir � � I PFdmuaw _ . _ 1z lrm.zs.m led Irl iglu kPln�sfi is BONtpa • ;7 `7 BLOCK 1 II Y..e.«t \ �� rtsav acs 3 /,�/ 880 8.80 YIU \ Harte I _ P'I6Rd •' QV PP papE*udw •pb. '8]5 875. mI /INFILTRATION 'y / 8 BASIN 12 - 11 � 1.o-vnausv e! �1 7 VO�T 910 990 FES 300 - FES 302 599 905 895 89503�n� 895 900 i / / 890 890 890 895 IM1bl _ I.�R_-ISPCPdV� �Wy -0+25 0+00 0+50 1+00 1+50 2 W 2+50 3+00 3+25 FES 204 - FES 200 I4REET. "s fa 11i a� N9MIp.W<il'!O 885 IW ®A •� 1» .885 890 Pedpslu am vw 1srcl Apia .13WNI fE6 XM -. pe5115 / 895 IN.Y W ws a 885 885 lzaxav �IYn�wµ",lu•" - _ / m Y1MtML(iVl9 BCu 880 N/.MW 61Wb1 RP.EI eetlN 1lPPI3Poi1 � �d PFdmuaw _ . _ 1z lrm.zs.m led iglu kPln�sfi «As�Pfnl o'�ISTu II 880 8.80 YIU _ P'I6Rd QV PP papE*udw •pb. '8]5 875. -0+25 0+00 0+50 1+00 1+50 2 W 2+50 3+00 3+25 FES 204 - FES 200 I4REET. "s fa 11i a� N9MIp.W<il'!O 885 IW ®A •� 1» .885 890 Pedpslu am vw 1srcl Apia dlazd fE6 XM -. pe5115 895 895 IN.Y W PIR•}.N ®.M lzaxav �IYn�wµ",lu•" - µf1.W1W mW qp Y1MtML(iVl9 BCu 880 885 rtd.ElAtillf k$ "s fa 11i a� a® IW ®A •� 875 -0+25 O+Oo Ono 140 1+50 ws 'I,I," FES 3 - FES 4 905 905 1W 04 •.n STNIIDI YN Afl.N IW ®A •� Kl6.FM61 µXEA NV.tWW Pedpslu am vw 1srcl Apia dlazd NiM1pI9.iW9 IE.onubm FES 3 - FES 4 905 905 910 510 �fSalW aqM fs.Edaam 900 900 f03 1 w.•.1. µ .sxx 1srcl Apia lsasuPnry NiM1pI9.iW9 MM1PAa[iYAO 895 895 N.13'MQY -':S 4.V ®.M FES 5 FES 6 910 510 IEASIIG (AOIO 905 905 RECEIVED NI. �g w 6W.n rax WWe1 13'0.9 M1a]r IlrwaWm 1Y.N11LMMSIM 900 900 N.13'MQY ' 890 890 895 895 CITY OF ANDOVER 2 -0+25 0+00 0+30 0+75 -0+25 0+00 0+50 0+75 910 995 g5 �, 890 885_ WN +1% mum R[E14 880 1+75 1+50 I+W 1+50 3+W 2+30 2-00 1+30 1+W 0+50 O+oO 4+25 0 50 100 PRELIMINARY PLAT August 10, 2020 L A N D F O R M NWnSffi t•PoBsh • • 1055aM FiMAvenue TO: 61225 70 Su5e 513 Feb 612-2529181 M eapas.MN55101 Web: Iendf .net RIENAEE CM31DP002.002 plt J NO. IOPimm L / 6gi0MIRCi4NRa�6.ma�,.46a��66.��6M6�1�a,6aa�., 6VEt9]R 2 6RF44CU1FDWRN1t1EB5Jp1�E56RELP1fllPlM PNFA wetE161fD 1MIN�FEXIP6VWIKN A�>a OL,� -I i I Z- Kmw what's Below. Call baton you alg. b�> JD ANDOVER HOLDINGS,LLC 1S•OxmKft6T.m PN00NFIt, MINWWTA5564M ifl R,3"a,a1 DONyER ME.wowS ANDOVER, MINNESOTA ��rvwrve�wt• eeom>a •W�wNpn��i,~u�o Y RECENED Cl rY C r :h pp,JER 0 NORTH 0 200 400 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M M sbwN 1056oeIb FlMAv . Td: 6124V4310 Suse516 Fac 613-=u n MkrMv 65, MN 56101 Web: IanMmm.net RIE NMIE ffi0016N0f.Ca9 PHOJECf NO. IDPR002003 'I - NURPPOND POND 32 IrcwmaW � 1WB�OW � I N BLOCK i � 1 t` . T-------� I I I I 1 I I I / I I 3 I It I 14 I FWERAN_ I 895 890 885 880 875 e9a i 88.5 f INCA '--3 •��� �� \ — I ---_____ __ _ 20 I 18— _ __ 19� �--- qq�� � �ffASN 181 I i' N \\ 6111Y�y I BLOCK 3 a 21 INCA STREET N.W. i (�4 JD ANDOVER HOLDINGS LLC tMI Mg-W N•• Lu # Neb,v Imp• Q-IMgon 2-•e ft..tN. Us E Nu9MINa/meq 01 SWW 313M N17-V65.OIWLW tl E1nlraoSla, M NuSMINUImeq C32 SW.N 313.% NP'FR01W 33'%50' NmSftet fnWUI �� E J�WMJM NUSYmImo d m iWW 4Wn NIVSF . waw NnSlslNv9,WU2 mwn.o RE "S3rINvM.eq C31 MOW i1AULQ M hutft lNaMnY CS tOW.W a13 N28'%'t3.99W 1•i6V1' 91uSMNwOmvvl a 21 INCA STREET N.W. i (�4 895 8 m 0 A Kww. WINL'i Below. caR- I, ymdp. PRELIMINARY PLAT August 19M, 2020 L A N D F O R M flab MUS f 1059ouM MA. Tq: 612-252-9070 Sub 513 f+c 812-252-90P MrbaoK MN 55101 We bndfominet nmowlLWW2b9 PR00EC3 W. L0P17=002 JD ANDOVER HOLDINGS LLC pNLOVFA, M1YNNESOTNE50LA%55 3M INFILLTTRA ION tl E1nlraoSla, t IN 34 �� mwn.o / Tri9N9bs _ —� i u`9 7NC STREET STREEf NW DOER i ELAND 6r MEADOWS I $.m INFILTRATION I tl 3ON BASIN 38 f6 I ANDOVER, MINNESOTA T Wu•nro I °" � 3 MMus I \ — I l I 1 1 5 t\ I111 ;w BLOCK dI 111 RECEIVE® It I%- I I \II \�� - \\I \I\I \It I1It a It It I It I I1 1 I1 1 !1\ 4E9E£!61 CITY OF ANDOVER 895 8 m 0 A Kww. WINL'i Below. caR- I, ymdp. PRELIMINARY PLAT August 19M, 2020 L A N D F O R M flab MUS f 1059ouM MA. Tq: 612-252-9070 Sub 513 f+c 812-252-90P MrbaoK MN 55101 We bndfominet nmowlLWW2b9 PR00EC3 W. L0P17=002 13 12 BLOCK --� _ _ ` s —4 ----1 r----- — I r 3 1 4 7 NORTH Know whot'3 Below. COII b•lo1• you dlg. 0 50 100 URPPOND POND 32 BLOCK 1 14 I I 7 / / BLOCK -_j - __---_._______________________ IPSiA 24HW .;r B95 V NkV.@b.11 MSIA 2MD54 l .; M9R�91N 5 wiEtP7.Y]6 N¢m 11ws L.0 LY,s6on AipvnmM Cuw• Ntlun \i \ 2 I I I I I I � I I I I —4 ----1 r----- — I r 3 1 4 7 NORTH Know whot'3 Below. COII b•lo1• you dlg. 0 50 100 URPPOND POND 32 BLOCK 1 14 I I 7 / / BLOCK -_j - I JD ANDOVER HOLDINGS,LLC 93m JNmP U..NN AN0 MNNE30TA553M IEL ISmt514 D&9R nr -- MEADOWS ANDOVER, MINNESOTA RECENED V \ L_ L 8 CITY OF ANDOVER mrmxclluc �' /(\ 2' a A INCA STREET N.W. __---_._______________________ IPSiA 24HW .;r B95 V NkV.@b.11 MSIA 2MD54 l .; M9R�91N 5 wiEtP7.Y]6 N¢m 11ws L.0 LY,s6on AipvnmM Cuw• Ntlun LugT O dpixEon Mb A3ymnl Nme L39 9).D6' N00.OPOO.00E L n.'Na Z 500.00 31355 N1r5T501W E555P InusurelxoNmxl LM 16sY Nb WWMW lmftlNaPweY C32 MA 313M NirWaUIw W95W- I—St.[Na t L9 V4.W X00'0000.00£ L,m INmemeO 431 MA Man NI6.5CUAST D-499- J=Ste[NaT M LR 3X.56' WW 45.70T I—%.UaFueM pA WA 713.9 N3Yn WMS WW1r Lv U-IWU LU 1132P N 031.12W —NalNnaneel 435 IW3.W M13 NPa'25n" 1.1M' Nx3 tNOMwe9 I JD ANDOVER HOLDINGS,LLC 93m JNmP U..NN AN0 MNNE30TA553M IEL ISmt514 D&9R nr -- MEADOWS ANDOVER, MINNESOTA RECENED V \ L_ L 8 CITY OF ANDOVER mrmxclluc �' /(\ 2' a A INCA STREET N.W. __---_._______________________ IPSiA 24HW B95 V NkV.@b.11 MSIA 2MD54 yay M9R�91N 5 wiEtP7.Y]6 N¢m 695 �_ ... `GO yy LL LK ]EDl 8281 BW —~ 385 PRELIMINARY PLAT Bea I JD ANDOVER HOLDINGS,LLC 93m JNmP U..NN AN0 MNNE30TA553M IEL ISmt514 D&9R nr -- MEADOWS ANDOVER, MINNESOTA RECENED V \ L_ L 8 CITY OF ANDOVER mrmxclluc �' /(\ 2' a A INCA STREET N.W. Maa __---_._______________________ I.Iq{ B95 gv yay M9R�91N 5 X� �_ ... `GO yy LL LK ]EDl 8281 ,e¢n mxu MnA A9lA PRELIMINARY PLAT Maa 25+00 24,50 24,00 23+50 23,00 22+60 22+00 21+50 21+W 20+60 20,00 19+50 19.00 18+50 18+00 17+50 17400 16+50 16+00 15,50 15,00 14+50 14.00 13+50 1340 12+50 129X1 11+60 � B95 r��IDI M9R�91N 5 890 �_ ... `GO yy LL LK ]EDl 8281 25+00 24,50 24,00 23+50 23,00 22+60 22+00 21+50 21+W 20+60 20,00 19+50 19.00 18+50 18+00 17+50 17400 16+50 16+00 15,50 15,00 14+50 14.00 13+50 1340 12+50 129X1 11+60 mnA17-wa 885 M9R�91N 5 yy LL LK ]EDl 8281 - - PRELIMINARY PLAT 880 August 19th, 2020 ..873 L A N D F O R M Rmn 92m NNtl, . 1053 ffi FM Aw TN: 612-252.9070 370_ S 513 W 512-252-9477 Mimeapabs, MN 55401 Web: Iarffcm.nm $ if FM1ENME CW1lDM%M9 $� I I I I I I I I I I I I I I lCP1]002.0]2 25+00 24,50 24,00 23+50 23,00 22+60 22+00 21+50 21+W 20+60 20,00 19+50 19.00 18+50 18+00 17+50 17400 16+50 16+00 15,50 15,00 14+50 14.00 13+50 1340 12+50 129X1 11+60 w what's Below. CDII balae you tlg. 167TH AVENUE N.W. NORTH 0 50 100 4 � B JD ANDOVER HOLDINGSILLC 163m3UNPENU." PNp049(NMESOTABTI 1d18m3i19. DOER MEADOWS 3 ANDOVER, MINNESOTA Ilro. I : OirB'on Alfie—Nene !rv:# Rtlue L! G d()im9w1 R9e A69aeeel 2-51 161.19 MO•Sir 5,.19 167gfMNuBreeel LU 33.0) Yv839 NWIVISSOM I 42'1731' I 161ACae4NvMeetl 152 128.33 x26.21'17.210) urth MfwTxetl 2-45 lesser "7.15 NI6•MWAW "•MIS I lsimC Nmtlree9 2-53 3.R xW"vm2 16N C[utxo9ewtl as 10).0) W.73 N16•N52 33.0)31' M6exl Nomn.,i 167TH AVENUE N.W. NORTH 0 50 100 4 � B JD ANDOVER HOLDINGSILLC 163m3UNPENU." PNp049(NMESOTABTI 1d18m3i19. 900 915 s 895 910 d 890 w5v 1 n& --- efts 909_ 880 895 875 RAO 5 9.00 8✓i0 8+00 7+50 7+00 6x50 6+0) 5+50 5+00 4-,50 4+0) 9+50 3400 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 INCA STREET N.W. RECEIVED I.I Ii 7 I, 11 ® CITY OF ANDOVER NORTH 0 50 100 28+00 25+30 25+00 915 910 PRELIMINARY PLAT 905 August 19th, 2020 Ao - L A N D F O R M NMnsrcemrwn • 895 105SouINFMA9enw Tel 612252-90}0 Suite 513 F. 612-252-9017 Mluneepo4s,M1155401 well lenObtln.nel 111 NANE Cl0A0P003AAg 896 PR6IECTNO. 330)170)20)2 DOER MEADOWS 3 ANDOVER, MINNESOTA LLe4 ll 900 915 s 895 910 d 890 w5v 1 n& --- efts 909_ 880 895 875 RAO 5 9.00 8✓i0 8+00 7+50 7+00 6x50 6+0) 5+50 5+00 4-,50 4+0) 9+50 3400 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 INCA STREET N.W. RECEIVED I.I Ii 7 I, 11 ® CITY OF ANDOVER NORTH 0 50 100 28+00 25+30 25+00 915 910 PRELIMINARY PLAT 905 August 19th, 2020 Ao - L A N D F O R M NMnsrcemrwn • 895 105SouINFMA9enw Tel 612252-90}0 Suite 513 F. 612-252-9017 Mluneepo4s,M1155401 well lenObtln.nel 111 NANE Cl0A0P003AAg 896 PR6IECTNO. 330)170)20)2 LLe4 ll Del „,,,Name Cmw4 Re6w L-0 Uma Dul 0•e Ilpmuil Nemo 1.39 Ol Nar IUMOTE Nu6trrl NVFwtl 01 Srom 313.5 N1r5T55A1w 35.3'50• Nm6leNxmtlmw Lw 16937 1Q5,565l Tms0a1Nm5waY 02 500.0) 3115 Nm SIl 'Will Ma Stheu Ki a L41 2ZIM N0)•WW.0)E Ma 5Yw1W1mee1 as 10).0) W.73 N16•N52 33.0)31' M6exl Nomn.,i Lox WOO l4945.18£ Ma speelNabweq QI 65.0) 11A41 NOY'p'01514 ll MSuil W 19A i,el .120) 4ee Weel Na l OS %0).W a,, NM•2528Jl 1"leer ruse....., 900 915 s 895 910 d 890 w5v 1 n& --- efts 909_ 880 895 875 RAO 5 9.00 8✓i0 8+00 7+50 7+00 6x50 6+0) 5+50 5+00 4-,50 4+0) 9+50 3400 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 INCA STREET N.W. RECEIVED I.I Ii 7 I, 11 ® CITY OF ANDOVER NORTH 0 50 100 28+00 25+30 25+00 915 910 PRELIMINARY PLAT 905 August 19th, 2020 Ao - L A N D F O R M NMnsrcemrwn • 895 105SouINFMA9enw Tel 612252-90}0 Suite 513 F. 612-252-9017 Mluneepo4s,M1155401 well lenObtln.nel 111 NANE Cl0A0P003AAg 896 PR6IECTNO. 330)170)20)2 5 BLOCK 6 J ----------- ---------- IT ----_II / I 12 I SB INFILTRMMN 1 BASIN 11516 1 1 mn / ( n \ 1 \ � I I I 915 910 g �� •g tldg 905 & soo NFILTRATION 6ASIN 111 11 I' II 19a1wren BLOCK 1 mN..em ° q „ II 1 I 3 915 910 905. 900 695 4-25 0+00 0+60 1.00 1+0 2.00 2+50 3+00 3+50 1+00 1.50 6+W 5+50 6100 6+50 6+75 ON JD ANDOVER HOLDINGS,LLC 16190 JONI^ R ST. M A.IWJ RIA IINE.A55i1 1n1111.'mr 9 W60A MEADOWS - 4: ANDOVER, MINNESOTA e �~ti>rr+rw.r� Drano �.�„q�Nw�i.,v e RECEIVED CITY OF ANDOVER 0 S NORTH Know wh&s 8610W. 0.011 bokw you ft p 50 100 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M 5e•ShmKbA 105SouNgMM. TO 613-ZSZA020 SWe513 F. 61M2A012 MW,e S,MN55y01 Web: IIMROMAel FRET WOLLNWZM9 Pm1ECTND. I0P8091W2 168TH AVENUE N.W. �� MSiA I•Nm MNkV Y''ea ng F51 NSIA)Nm g �' '�' LYeP lergl, pslion ANpmaniNme CweP P.eus Ien9N Crory pvslm p.ly Mpn,nW Nm LQ 92,2T &1'41'31y1E 1595,A.NxTwN M 500.W IW.63 SWV27ATE 11.31-W IMAwwNOP L19 I%AZ SMIS2151E 1WPAft yNmlrnrl G1 500W 2p29P S31 -W41311 M1W 1651,A.Wl 156 T.R W31'S59PE 1wNA.—W 915 910 905. 900 695 4-25 0+00 0+60 1.00 1+0 2.00 2+50 3+00 3+50 1+00 1.50 6+W 5+50 6100 6+50 6+75 ON JD ANDOVER HOLDINGS,LLC 16190 JONI^ R ST. M A.IWJ RIA IINE.A55i1 1n1111.'mr 9 W60A MEADOWS - 4: ANDOVER, MINNESOTA e �~ti>rr+rw.r� Drano �.�„q�Nw�i.,v e RECEIVED CITY OF ANDOVER 0 S NORTH Know wh&s 8610W. 0.011 bokw you ft p 50 100 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M 5e•ShmKbA 105SouNgMM. TO 613-ZSZA020 SWe513 F. 61M2A012 MW,e S,MN55y01 Web: IIMROMAel FRET WOLLNWZM9 Pm1ECTND. I0P8091W2 168TH AVENUE N.W. �� MSiA I•Nm MNkV Y''ea ng F51 NSIA)Nm g �' '�' A 2f uc Imm e6i N9fl'.911m ,c as ..q 6ig .a °0 aeme i i8 wclmm -a � d83 s 9 ,N Vn s =R �SfA an emv IQi NSAxaele IFC NMI 9Ah 1l' S xMlfYtluw D 915 910 905. 900 695 4-25 0+00 0+60 1.00 1+0 2.00 2+50 3+00 3+50 1+00 1.50 6+W 5+50 6100 6+50 6+75 ON JD ANDOVER HOLDINGS,LLC 16190 JONI^ R ST. M A.IWJ RIA IINE.A55i1 1n1111.'mr 9 W60A MEADOWS - 4: ANDOVER, MINNESOTA e �~ti>rr+rw.r� Drano �.�„q�Nw�i.,v e RECEIVED CITY OF ANDOVER 0 S NORTH Know wh&s 8610W. 0.011 bokw you ft p 50 100 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M 5e•ShmKbA 105SouNgMM. TO 613-ZSZA020 SWe513 F. 61M2A012 MW,e S,MN55y01 Web: IIMROMAel FRET WOLLNWZM9 Pm1ECTND. I0P8091W2 �� 9� ng F51 8 g P e6i •.q iH ..q 6ig .a °0 0g i i8 8 4• -a •R s 9 s =R i� D 915 910 905. 900 695 4-25 0+00 0+60 1.00 1+0 2.00 2+50 3+00 3+50 1+00 1.50 6+W 5+50 6100 6+50 6+75 ON JD ANDOVER HOLDINGS,LLC 16190 JONI^ R ST. M A.IWJ RIA IINE.A55i1 1n1111.'mr 9 W60A MEADOWS - 4: ANDOVER, MINNESOTA e �~ti>rr+rw.r� Drano �.�„q�Nw�i.,v e RECEIVED CITY OF ANDOVER 0 S NORTH Know wh&s 8610W. 0.011 bokw you ft p 50 100 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M 5e•ShmKbA 105SouNgMM. TO 613-ZSZA020 SWe513 F. 61M2A012 MW,e S,MN55y01 Web: IIMROMAel FRET WOLLNWZM9 Pm1ECTND. I0P8091W2 lM. ImM tib, I 1 V I I BLOCK2 1 1 1 1 RSYn Lro� GVCCIdm Wb A3pmMNero tv 103.% WN01.1" wmus XNammm phmj (.50 mom im.1) Nm'azaz.11W tr1a51• OufiISYOMmmwINNaI 101 I I I I I I 1 1 imm 138]1 Xa'NM%W \ 1 GUXHSIW Ih3r.,W (Wm l% I I I I 3 1 1 1 I 1 l a I I 4 I I I I I ll 5 I I I I I BLOCK _ --_—N.BTR W. ET 03-1— uJ = — M ----- GUAfu`M m i ' --_ I I re.awruc[ //q I _ 1 ,rawnrrA�P/ wFloai mI N 1 r— T N BLOCK BLOCK 1 I III GUARANI STREET N.W. NO JD ANDOVER HOLDINGS,LLC ImmiumPERST." M'O KWNWWTA5 ,I,RIN�n, IDOL ER ME)kDO S ANDOVER, MINNESOTA (DECEIVED AUr3 �. 9.1ilol CITY OF A.NDOV5R PRELIMINARY PLAT August 19th, 2020 L A N D F O R M rl®�mmen � 105G MA. Tel: 012- M70 ® Su1e513 fa 01b]O4d011 3=.111 „5101 web. Iro,Ofwm.,M FlIF m91E eel NORM PROFILESTREET Know what's BIBIOW. COII belote you tlp. 0 50 100 AhNsm LLw. RSYn Lro� GVCCIdm Wb A3pmMNero tv 103.% WN01.1" wmus XNammm phmj (.50 mom im.1) Nm'azaz.11W tr1a51• OufiISYOMmmwINNaI 101 102ffi N%1H 52RE Gush 6lW Nvawa0lXnl CS] imm 138]1 Xa'NM%W 11'%lY GUXHSIW Ih3r.,W (Wm l% 113.1T N.tY ffim.OrN Gu1M 51MNaFnY(NSTh GUARANI STREET N.W. NO JD ANDOVER HOLDINGS,LLC ImmiumPERST." M'O KWNWWTA5 ,I,RIN�n, IDOL ER ME)kDO S ANDOVER, MINNESOTA (DECEIVED AUr3 �. 9.1ilol CITY OF A.NDOV5R PRELIMINARY PLAT August 19th, 2020 L A N D F O R M rl®�mmen � 105G MA. Tel: 012- M70 ® Su1e513 fa 01b]O4d011 3=.111 „5101 web. Iro,Ofwm.,M FlIF m91E eel NORM PROFILESTREET Know what's BIBIOW. COII belote you tlp. 0 50 100 I \ \ 7 STREET NORTH I \ \ \ \ I I I I I e \ \ \ Len9p I NperiutlNm LvwP Red. LmpM Cbs40ievben \ NpmnlNm I law \ 1 \ NeN SProI WYwu11NMIl Cfi SW.OJ 155.1) NL'31'M1BW 1T1851• Gueiu AaNNUMetllNopl L68 103.N N08.1@5M GLe4i5Pee1Na0rvazNNa6) p] IW.(8 13921 NIT WRN•W 41.56U' NeWSMINaUrneallNwP1 l ITS." N3TNSOB7w au"ftm NNNftm) n it ? � I!/ INFILTRATION I' BA91N 51 N� Ii II LI C3 \ \ 1 /i / \ A / 9 810 GUARANI STREET NW - CIRCLE ,rsusvn 905 800 895 890 915 910 910 'Ili I I I _ I I I I I I I I -------- I I --- 2- I I L I I I s i I BLOCK 2 I I I I I �mme _ I I // twnwnul I � GIIARNI STREET NORTH SAC -CURVE MIFF I I I I I YS _ a 1}e/ Len9p qp&e NperiutlNm LvwP Red. LmpM Cbs40ievben 810 GUARANI STREET NW - CIRCLE ,rsusvn 905 800 895 890 915 910 910 'Ili I I I _ I I I I I I I I -------- I I --- 2- I I L I I I s i I BLOCK 2 I I I I I �mme _ I I // twnwnul I � 4 5 I I I I I I I I I Y I I I I I YS css s _ r----------- - -- I1 x1EmEcln,s I I NFlLTRATION � 1 to 01*1 I % I BASIN 57 10 I � I BLOCK 21 INFI IMLSTRA ON I IS \ � .IN � e.w 0 I 1 it I I f/ 905 905. 63 6i id Y dE EO YS _ a 1}e/ Len9p qp&e NperiutlNm LvwP Red. LmpM Cbs40ievben Me NpmnlNm 181 law NA•N 01.iVW NeN SProI WYwu11NMIl Cfi SW.OJ 155.1) NL'31'M1BW 1T1851• Gueiu AaNNUMetllNopl L68 103.N N08.1@5M GLe4i5Pee1Na0rvazNNa6) p] IW.(8 13921 NIT WRN•W 41.56U' NeWSMINaUrneallNwP1 m ITS." N3TNSOB7w au"ftm NNNftm) 905 905. 63 6i id Y dE EO YS _ a R goo Sao 895 895 ` 890 890 885 885 GUARANI STREET N.W. spa wE..11 s, N srAbLA y8 NILn LV ISN NELLV me se -- _ I[A9 Fit _� warn l' � `EMTPG W0.fA I JD ANDOVER HOLDINGS,LLC imiuMPEA6T.M PA'WLER MINNESOTA5Si01 mI310fv 1a1 DbNyER 7x• —_ MEADOWS _.._.&arc:--. ANDOVER, MINNESOTA NONE P •• RE EIi/F-r) 0 NORTH a` {TY OF ANDOVER V Klrow whaF't Below. xre ym Call bWor• you dig. 0 50 100 915 810 905 900 PRELIMINARY PLAT August 19th 2020 895 L A N D F O R M FNm51RrofWh 890 1055 FM01Awnue TN: 612-2525070 suite513 F. 612-2525077 Mlnneap4m.MN55401 Web: kMfS,m.net 885 5-15 5.50 5+W 4+50 4+W 3+50 3+a0 2+50 2+W 1+50 IN 0+50 0100 5*25 6-75 6+50 6+00 5+50 5+00 4.60 4+00 3+50 3+00 2+50 2100 1+50 f+00 0.50 (.00 5 25 FILE NAME cggguo d' PROJECT NO. "17002002 63 6i id eI dE EO YS §i§ A Q 1 915 810 905 900 PRELIMINARY PLAT August 19th 2020 895 L A N D F O R M FNm51RrofWh 890 1055 FM01Awnue TN: 612-2525070 suite513 F. 612-2525077 Mlnneap4m.MN55401 Web: kMfS,m.net 885 5-15 5.50 5+W 4+50 4+W 3+50 3+a0 2+50 2+W 1+50 IN 0+50 0100 5*25 6-75 6+50 6+00 5+50 5+00 4.60 4+00 3+50 3+00 2+50 2100 1+50 f+00 0.50 (.00 5 25 FILE NAME cggguo d' PROJECT NO. "17002002 I rfi------ BLOCK2 ___ t 11 LI _ — — J I SB36 It 1 J I I I I � I t I x MSIApJ1}J weer w.0 WEDANDB It i t ---------------- WnnnnNlP TPAII 38 Z - Know what's Below. COII bahxa you dig. .. . RD 011111111111110 JD ANDOVER HOLDINGS,LLC 16ifilNMMRST.M ANOQ�MWNE A55!01 >aN1mm��1 DUVER AE-ZOWS ANDOVER, MINNESOTA mmmff REGENED -U Z 0 MN CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M F.m9lemfiAfA INSw FMA.. T& e12 -25180T0 S.A. 513 F.. 512-uWn Mlme.po ,MN55CM wa Wdb..n.t FOEN E OTitDPo dl PROJE4TN0. 1➢%i0021q! WETLAND B otos w � eueasse r \ WOODCHIP TRAIL I I I I I 910 905 900 895 890 885 880 875_ 870 865 860 q� JD ANDOVER HOLDINGS,LLC tG6A J.AtlPERST. My PNOO+E0. MBiNES07A 55W 1 rzt,enuo:ias DOER MEADOWS ANDOVER, MINNESOTA e RECEIVED d i(- "[I Zli:!( CITY OFs^NDOV1Fa NORTH Know whafs Below. vmimmli 6+50 740 7+50 8+00 6+50 9+00 9+50 10+00 10+50 11+00 11+50 12400 12+50 IM0 13+50 1400 14+60 15+00 15+W 15+75 CQII befNo yW dig. 0 50 100 r13 _. PRELIMINARY PLAT August lft, 2020 L A N D F O R M Rom SBebrla 1ffv FMAV nm TO; 611-352A 70 SuMe513 Fe. B12-25bWn MlnneepWs.MN5 01 web: WMfom.mt F9ENMAE LWR➢POpI.M9 PItOkCFNO. MIP11W2052 BASIN ACCESS ROUTE 95 K6 i6 6 a F.5 @5 a5 1 VakLLmlm a6 Y5 BASIN ACCESS ROUTE 910 805 900 895 890 q2- JD ANDOVER HOLDINGS,LLC ' MJUWnRST," MW RMNW30TP 55]01 m6P�III1 ALDD R MEADOWS ,u.. ANDOVER, MINNESOTA 1 F RECt-;VE LD C! Ty 0r Ar`'0C)1:I.-, Mau o -nm 95 K6 i6 6 a F.5 @5 a5 =`5 VakLLmlm a6 Y5 �' ruyen. unxovoew�wevavmnwvenvn AA `T"5 $3 xpo Msnz.rs.m �p� M ibi ees , .�. 's i$ PRELIMINARY PLAT MfiAMmm gg E® nq n':5 $• q 5i August 19Ui, 2020 ..q e® 880 V® 5� 4 �'i LlLID1W q -a 5g 76' i '® q r• v61 Know what's Below. L A N D F O R M } &! COII before you dig. Fmn seem Rtlsh S e® 'BY 1Z5 FiMAv TY: 612352-9170 }j LWI.QR K n S.513 F. 612352-9077 616ewapNis. MH SNOt WeO: mM10 d11W I➢M1 Z� / y i 6ma / / / vsr6 e,asm MSIAHEm8 vNi R $j MBkVae� R L I SIO o axil ?. LW ImW 910 805 900 895 890 q2- JD ANDOVER HOLDINGS,LLC ' MJUWnRST," MW RMNW30TP 55]01 m6P�III1 ALDD R MEADOWS ,u.. ANDOVER, MINNESOTA 1 F RECt-;VE LD C! Ty 0r Ar`'0C)1:I.-, Mau o -nm 95 K6 i6 6 a F.5 @5 a5 =`5 619 Y5 E5 ruyen. unxovoew�wevavmnwvenvn AA `T"5 $3 sa wm�enxwnmv+em�em M ibi ees , .�. 's i$ PRELIMINARY PLAT IIP gg E® nq n':5 $• q 5i August 19Ui, 2020 ..q e® 880 V® 4 86 4 �'i m ><¢ q -a 5g 76' i '® q r• v61 Know what's Below. L A N D F O R M y Z£i &! COII before you dig. Fmn seem Rtlsh S e® 'BY 1Z5 FiMAv TY: 612352-9170 S.513 F. 612352-9077 616ewapNis. MH SNOt WeO: mM10 a5 95 K6 i6 6 a F.5 @5 a5 =`5 qq a5 Y5 E5 $g AA `T"5 $3 sa i°g v9 q gg F ::g .�. 's i$ gg 98 IIP gg E® nq n':5 $• q 5i q �.q as ..q e® Cq ea V® 4 86 4 �'i m ><¢ q -a 5g 76' i '® q r• v61 .7 r5 ea y Z£i &! .,q 'sg r1® S e® 'BY 0�R ewR 1+ 1wu 6wu Ewa 6+60 Sw0 a+W 6+00 3.60 3+00 2+50 2+00 1+50 1+00 870 ® FlIE XNE OM9LOPoMOx'9 RROJFcrxo. LOR57amoaJ NORTH 1, 0.5a woe - 25 • 0 50 100 �3 JD ANDOVER HOLDINGS,LLC IMJUMLE0.5f MV t ANWWRMNMWTA55301 I — I mRITAS+at 910 BASIN ACCESS ROUTE 910 905 05 900 900 891 895 890 890 B9S 1y SL a V SIA tHOm VEtSV Wm 8 g USIA I}.Sm MSIAI O 41 y d MSIA,Ymm S V9fl'IAl6 Fl 17'!1MEV F C BBs MM'W55 YM /02M .. M9&t•Am_� x2m - ` x.'Lm � �N)Atif ID t➢If i seg � Beg 0p875 F;! b L% 875 MSM,4mm M9E3'•Q]I USIA R.RN xmM MSIA tYAIO veW •Am .lW`1IIm MflfV MB _. - MSfAIIMm /p 3711 I'Am MM'SA0 �. Cflm 870 a�Ian m.Ima 878 17«25 17+00 18+50 19400 15460 15400 11+50 1400 13+50 134W 12460 1240 DbVER MEADOWS -- ANDOVER, MINNESOTA RECEIVED CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2D20 L A N D F O R M FIml,swmFmw 10550uJI FIMA6nW TM: 612-252-5070 0S..513 Fu: 612-252AOP AYnnaMFS,MN55101 WM: WOlwtnnel 1 FYE NSIE (fAll%Yg2b1 PNOELT Iq. LWIIO w NORTH PROFILE TRAIL ACIE11 Know what's Below. C 6.10 Call before you dig. 0 50 100 VALLEY VIEW DRIVE �1 I �II Z - I I I ' p9�}EaGIF•fY� ______—uBr®MwRf --, f 1 I I I 1 I I I I I I u II I I \ 168TH AVENUE NW \ A TURN LANE PAVEMENT SECTION NO SCALE r.uLoarwanAvwsxm«wanawsvmrEwsraanWm.w raswuassmm y mmrwrs®ux gu axaurmxAan woo Mnwm s® Mmrm wart a.n+•nswrc. TuwwrraxoxoxnmL NI Mf Sls1 ®fIDt&1e-iB0YIl8RTPF Manor 1eapmPF1.2rPVC ® uwuou®, NORTH 0 50 100 Wal in ROW \ Po " Not Ustuk) \ (iadelrew dikh eeo -20T 18, CW 20-H70.26% ekng Wmm . _ C yL Se�NDwm \ INV=65].Ofi \ 4:1 side sbpaz-- wiN 6 bottom. �n winslaA seta? eiLGm �.7 16'wfery apron �v/. /.s u _ i T 1 m"eds0lg - ns0udnew �'— bltumilwuswA � `5 � —2'gmrel shoulder. . - 8DiV.pf : SihfeM prdedon '-_. /'.• NW. _euMmgbMminous. eeo Iartrees ena wstluM. / eaB59 eW 1g'lghlWm We /' - xwtetisting 111"Wpb •. __ ____env \ With fo96 Wne e1y bituminous fdh depth d I.F. EEsa \ wiping. moon depth. \ VALLEY VIEW DRIVE �1 I �II Z - I I I ' p9�}EaGIF•fY� ______—uBr®MwRf --, f 1 I I I 1 I I I I I I u II I I \ 168TH AVENUE NW \ A TURN LANE PAVEMENT SECTION NO SCALE Know what's Below. COII before you dig. •e:e JD ANDOVER HOLDINGS,LLC ImiUMPER ST. NW 'ooWR WNWSOTAsoW rzLRmNSfar MEADOWS _ -.:d .- ANDOVER, MINNESOTA RECEIVED AK. i it iLiu CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M floor Sheb Kish IWSp RMA. Tel: 612-25'29070 Suinr513 Fez 612-25290]1 Minneap9w, MN 55101 Wap: lendfwm.rut FU NPAF C61q➢TMI2Mg PROJECTNO. LpP1]OY M r.uLoarwanAvwsxm«wanawsvmrEwsraanWm.w raswuassmm y mmrwrs®ux gu axaurmxAan woo Mnwm s® Mmrm wart a.n+•nswrc. TuwwrraxoxoxnmL NI Mf Sls1 ®fIDt&1e-iB0YIl8RTPF Manor 1eapmPF1.2rPVC ® uwuou®, NORTH 0 50 100 Know what's Below. COII before you dig. •e:e JD ANDOVER HOLDINGS,LLC ImiUMPER ST. NW 'ooWR WNWSOTAsoW rzLRmNSfar MEADOWS _ -.:d .- ANDOVER, MINNESOTA RECEIVED AK. i it iLiu CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M floor Sheb Kish IWSp RMA. Tel: 612-25'29070 Suinr513 Fez 612-25290]1 Minneap9w, MN 55101 Wap: lendfwm.rut FU NPAF C61q➢TMI2Mg PROJECTNO. LpP1]OY M iEcl=_No. - y Know what's Below. COII before you dig. •e:e JD ANDOVER HOLDINGS,LLC ImiUMPER ST. NW 'ooWR WNWSOTAsoW rzLRmNSfar MEADOWS _ -.:d .- ANDOVER, MINNESOTA RECEIVED AK. i it iLiu CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M floor Sheb Kish IWSp RMA. Tel: 612-25'29070 Suinr513 Fez 612-25290]1 Minneap9w, MN 55101 Wap: lendfwm.rut FU NPAF C61q➢TMI2Mg PROJECTNO. LpP1]OY M A TURN LANE PAVEMENT SECTION No SCALE T.O ALL DISTIRBFD AREAS N lul fef OF WAY TO BE RESTORED'M FOr PS L AND SEEDED WTN MNDOT SEED MIX nEM wmirU NWMBER SOD DOiM SEEDWIDOi MI6 MNT'E a41t®WSUYA[-IFMPOPIAY WOS'M[O ROL ON 1. SS151®1. IBAC-PERI KeTN1 MULCN NiM "Is 103 T... DBG MC .l I 165TH. AVE. N.W. q5 JD ANDOVER HOLDINGS,LLC 16363 JUNIPER 6T NW MOO MINEESOTA55D]1 mR1AiW1a1 D&YER -m- MEADOWS ANDOVER, MINNESOTA mrte®vw,in B• RECEIVED U GI -Ty OF ANDOVER 1. PEND NO CWNry RWD nJGN MF Me as WOEfJB10N. 4s 4 d Know whd'f 8610W. COO balm You dg. PRELIMINARY PLAT August 19th, 2020 L A N D F O R M NOm53mmFMm • & • INSOUINFNNA. TO: 612.UM70 Suite 513 F. 612-262-60)) MinneayflS, MN 651D1 Weir I&klmm.net RUE NMIE C61111ml] ' PROJECTNO. UMIT 002 L_—_L_ \ I \ \ \-------------------- \ I I / I 11 ffi 1, m: oils 2 � �n•6acn�a: I' IJ JD ANDOVER HOLDINGS,LLC � '" 163BOJUNIPERST.NW AK �' yam'— — 1NDOVER MxxE50TN 59W \BLOCK V\ f 66N R 1 21 SJR QreY Rents WO I QIa40Yamn Oe6e YPp.0N. IMY 1nMlI OiaWan DBamWN. LII .e000 251.W 58i 1S M➢B'YI 10.191P Walihu RON (FWe) W P.BP 551.01 MBBW WM1M1u Pm01Fu4el I 11 ffi 1, m: oils 2 � �n•6acn�a: I' IJ JD ANDOVER HOLDINGS,LLC � '" 163BOJUNIPERST.NW AK �' yam'— — 1NDOVER MxxE50TN 59W \BLOCK V\ f 66N R 1 r MEADOWS Ss e— I\�I iJ ANDOVER, MINNESOTA spy 166TH. AVE. N.W. 905 10,00 9+60 9+00 8.50 9.00 7+50 7+W 6✓A 6+00 6+50 5100 4+50 4+00 3+50 3+00 2+50 1+00 1+50 1+00 0x60 0+00 -0 25 \\\,, RE13F @ V EO 0 �y"'��NNOORTHH 0 50 1 1� ^ 0 CITY OF ANDOVER 4 - Know whors Below. Coll befora you d1g. PRELIMINARY PLAT August 19th, 2020 L A N D F O R M BanSRm Rbh • • 105 AMA. TO 6124UM70 Style 513 Fm. 612"252Mn M,nne pOs. MN 55101 Web. Iacff mmel FIIE MINE 0512LOPo' do PROJM NO. L 1=m 21 SJR _ sn 9T coxsmuc N�. I L r - I I I ounoT A I BLOCK 4 I r MEADOWS Ss e— I\�I iJ ANDOVER, MINNESOTA spy 166TH. AVE. N.W. 905 10,00 9+60 9+00 8.50 9.00 7+50 7+W 6✓A 6+00 6+50 5100 4+50 4+00 3+50 3+00 2+50 1+00 1+50 1+00 0x60 0+00 -0 25 \\\,, RE13F @ V EO 0 �y"'��NNOORTHH 0 50 1 1� ^ 0 CITY OF ANDOVER 4 - Know whors Below. Coll befora you d1g. PRELIMINARY PLAT August 19th, 2020 L A N D F O R M BanSRm Rbh • • 105 AMA. TO 6124UM70 Style 513 Fm. 612"252Mn M,nne pOs. MN 55101 Web. Iacff mmel FIIE MINE 0512LOPo' do PROJM NO. L 1=m �roxseca eMA1 M,1F]LL1L� !_1°P506__ I N„� LSREAra \ yawl mew Mneau .: Woav�ovi-. A SURGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) NO SCALE . IIa7T TFTI=1111=11n If°n=1N l lrll8"it..II'knN Rny� ,:; it ti Tr n=n=7�— X11=7 n. LOT BENCHING NO SCALE swwrvuu . I UNE00 �SIIUCrl0.LL VM9kIE0FLLRFEfM✓®PW-� oiNmMSE MECrEp BY wa. uxluxsrl[anatmaEeucNasae �onou Mttr of InvAolm er aobs riruaeV FULLBASEM (FB) NO SCALE PATfLLL1ArtEM&1lPREBEMAa mcffibrrvuwxrN:Awxrxmev susaxu<W JD ANDOVER HOLDINGS,LLC IMMIM ST. NW AN00VER 1.O NNSSOTA 55301 r¢,naaslal DLbWR MEAAOWS ANDOVER, MINNESOTA _-- atteeawm � s5ucrwavu '�"ry..w.... SIPoCM4CJWM1®RLRPSpS'6DP19 /SM BVNI9E UiFSS OAQWSE�]AmFLLMb11EWblR1ElEPEaGPIOYA(VR�. �N1FRYtiSE OREcrmsr0n.; Msr�a=PAwmerapstrxu�x.¢l ` Avecw 5r5xn FULL BASEMENT WALK OUT (FBWO) NO SCALE RECEIVED Yl F — o 1 slucramu �lwx W1Nll4 _10____ fOAV_BRA zM'AV. 11M9L BM. NAIFPIPl uaas brlemnva w¢mw arwx NO SCALE sxunew;sabewumasra � waPABlnOM0GRA51ML5T 25xmnf¢ip50orm+JtSA ormrvua5s 1 (�:� �:ryy, simuoE Isff aual kD1XVO0�ES INFILTRATION BASINS (TYP.) v NO SCALE A BASIN 32 BENCH NO SCALE AUG % 6 /KK' CITY OF ANDOVER", PRELIMINARY PLAT August 19th, 2020 L A N D F O R M fnm5bWI&Qh W IMSoa FMM.v . Tel: $1245M70 SdMS13 Fac 812452 -SWT Www pds, MN 55101 Web: lmdom.net REN U01WNSWSAMO PRMCTNO. wmT002002 TWINE OR BE 8M M w ON EDGE, WIRED TOW INAB POW POINT ..E A MUST BEO HW'HEIt ITVN M 8 TWO 5TMES IN FACH BALE IND EVOEDDED IN GROUND ID• uwluuM DITCH SECTION 2W WDDD �• OR RDNR BAB BALE SECTION DITCH CHECK (HAY OR STRAW) 603 ROCK CONSTRUCTION ENTRANCE 605 B WYgMOM 5' METAL OR 2'2" D FENCE POST GEOTE,ORX WITH NR ' \ BACKING III � BACNi1LL 1 TRENCH. ro 5 W `III T WERUp THROUGH M' 1 iRENCH. NOTE : -4LT FENCE S CONFORM TO WNW 3686, tt B. _"ENcwG STWL BE PVLEO NOw WMOUR5 OR IS DIRECIFD BY ENGINEER. SILT FENCE 12/28/07 "' OMMNG CITY JE No. DOVE 601 JD ANDOVER HOLDINGS,LLC 1EROJONIPERST.10 NIWVER WNNESOTA553M mB,aaslaa DOVER /i/ jjANDOVER, ��'� �7`/ • ISSUE IREVISION HISTORY .F4FISMWDTS^ECFCAIFYIffiIF 51PLA W.W RlEi FPD,EE1Vi. R1FA &6 V6F21' -L4513m RR,J£IRYRJYO. AO1RyFIlMWTW11 FFA1£fASTPL INFPASgFE-1TORBG&WLLECIION CEMC£ N,�.,NFN�u,2B;�W�Gx,n�WnW A DITCH CHECK A ROCK CONSTRUCTION ENTRANCE SILT FENCE w INLET PROTECTION (HAYORSTRAW) NOSCALE NOSCAIE ND SCALEmr NOECEIVED MINI.LL4fiYI1FAYNW36CfWkTTI1D bA/LN3 pwA®Laaum 1WF6FSi6M1SED. 16M/EMi9l4F0.WJG'I$IMFPAipN6 WIPLEfE SOIL STABILIZATION ON SLOPE W TEMPORARY COMPOSTIBIO LOG NO SCALE NO SCALE CITY OF ANDOVER PRELIMINARY PLAT August l91A, 2020 L A N D F O R M Rwn SSeb W,iTh Y . b ' 1D5SBOhfl%A3a,x,e Tal: 612.25290}0 IB S 513 F. 812-2521107] MInmapBRR,MN55N01 Web: lantlfOml.net NIENAME C201WHSWS.dvB PR MNO. I. P17=0@ I/2' MORTAR BLIWEEN RINGS, CPSRNC AND Ma HOU FIOTH FINISH SMOINSIE. SURROUND RINGS WITH GEUTE%TILE FABRIC. 1 E 4, WITH MINIMUM 6' CONCRETE COLWt OYER FABRIC. RINGS (2 MIN., �. 1.0' WX. OF RINGS k MORrARI _._ f— .. ;- SECTION g Au STORM WG _ HOUSES WRAPPED cww WITH GEOTEaTIIc MORTAR FABRIC, 1YPE 4. 12 ONTO qSEU` NUBRIC 6- PRECAST ELEVATION XertS xJ xPtlo. BE 4Y° FM MNSNF G61wG .. An. CMv. 4v4E BE w51wm wM T2 enxE wW,R wVHME EWwE. wt rEv YM.reta. na.i EI. Iw+ As sH"pM`'"`i. wowMUMNAM ON snn mwaaln wmc. PMC.Si Fperpeo➢ epx0"61E IRGvvwSE wSEVVt xm1aP4T'..1. EBUMpaEAHALN BE Tg6KD ZWJIN MeV WRpE on Deace A xml F.a1ac .. arewAe r ea,c 111 ME Au weT�u �wu axold m.m ow a STANDARD 4' DIAMETER STORM SEWER MANHOLE (PIPES 27" OR LESS) /10/20 STAN OMM ORArvwG C LTY 0 F No. DOVE 407D to RIPRAP AT RCP OUTLETS 411A A..`�II aai'�SCREEN °umr /8o Rr ° c$Yv001Hrx I AAeiIT*; 1MiY1 o Nap - .Mone q..INNG � B.EP ANDRE. . AG 1n's .wnwR ears deref oN wE pa 11t111 ML PARS PLAN dE 02wEE0. Inn I BID, win M. pvnei STRUCTURE TABLE 417E Sea Qty Plate No. 411A for Riprop plocemenl. Anchor Clip 2° TM mzt 3 PIPe Jants. Use 2 tlo bait fo5tener's Per Ja nt Int'pll t 6, 60' tron taP baton PIPe. Peovltle 3 e hor dps to fasten Ed. 6oertl to Flo red Entl Section. H Hat do got-clur after fobrkotlon. ISOMETRIC FLARED END SECTION s/4/1O C I T Y O F GTANOARD IN-ING DOVE 419A CR JD ANDOVER HOLDINGS,LLC IMD JUNIPER ST. NA ANDURERAONNESOTA55304 TEIRIZI 1.1 DOVER n'e ---- MEADOWS ANDOVER, MINNESOTA eparea re ,1wMr •...s•..a•,..Ma.r.,..° w A STANDARD 4' DIAMETER STORM SEWER MANHOLE RIPRAP AT RCP OUTLETS Am POND SKIMMER STRUCTURE w FLARED END SECTION RECEIVED NO SCALE NO SCALE NO SCALE 1W NO SCALE a. com CITY OF ANDOVER SECTION A -A SECTIONM A 3'X4' STORM SEWER SKIMMER STRUCTURE v NO SCALE A L BASIN A I PRELIMINARY PLAT August 19th, 2020 L A N D F O R M BOm SketOFinish 105SONb Fib Annie Tel 612252BIG Sebe 513 Fax 612352-9077 Minneapo05. MN 55,101 Web: Ia1Mlorm.wet FILENAME C7umsobsea, PROJECTNO. LDPIIX 002 ,..a..d.,.M...e..,......e:..er...umvwnua O RURAL STREET SECTION WITH DITCHES NO SCALE 18” CONCRETE RIBBON CURB NO SCALE 5(OP A4N I R II I II �JV WM. I II I 11 II II it I II I II I S5'fl (T9.) d' 4gVIDFR BITUMINOUS PAVEMENT — 35' RADIUS ON ALL CORNERS EXCEPT ON A RIGHT HAND TURN FROM A COUNTY ROAD TO A RURAL CRY A STREET THE RADIUS SH BE 50'. CULVERTS ARE TO BE LOCATED BEYOND RADIUS — 70' MIN. AS SHOWN. TYPICAL RURAL INTERSECTION C I T Y O F sUlh.RO.PAVING DOVE 515 MILL IXo." 1YM . .I. vwEa ISEEPJN 1'EH MSA STREET SECTION WITH DITCHES NO SCALE A 8612 CONCRETE CURB & GUTTER NOSCALE .W.. BR. W. W BR. BSE IX6TNG WLL OFPIH MATCH EXISTING BITUMINOUS No. 520 NfFHu9 1'W1 M1 -.19„i.tl.P JD ANDOVER HOLDINGS,LLC 1m JUMP ST.NW ANMVERMINNESOTAMIX mRlrz/Ai.12i. �VDOVER Tse — MrXBOWS ANDOVER, MINNESOTA mewwxnrw>wx,>ar A WOODCHIPTRAIL qw NO SCALE TYPE III BARRICADE DESIGN DEAD ENDS 0 END OF ROADWAY STW MD DRAVIN. I. 509 A TURN/BYPASS LANE ADDITION ON EXISTING HIGHWAY BASE AND BITUMINOUS CONSTRUCTION DETAILA DEAD END ROAD BARRICADE DETAIL wo NOSCALE NO SCALE NO SCALE RF_CE9i6ED / UG 2 i� C2�I Ci-fy of- ANDOV6R� PRELIMINARY PLAT August 19th, 2020 L A N D F O R M T Slvlu h 1055 MAniiw Tel: 5122529010 31ti(e513 F. 8123529011 MinneapD ,MN 55401 Web: Wdfomnet FlIENMME CTOIWHSOOSAI PR UNO. LOMCMIM 1 / T-1-IFEE4ASS N 1-1 sFFsmceaaE6wv1m66a nus FailwS W➢TE<TYNRNS EAN ELEVATION VIEW TREE PROTECTION FENCING 610 JD ANDOVER HOLDINGS,LLC 16350NMPER ST. HP' pNWYFR NNNESaiq 5501 IF1RIAvs.vzl DM MEADOWS -- ANDOVER, MINNESOTA RECEIVED CiTY 1' OF ANDOVER A TREE PROTECTION FENCING lqw NO SCALE 0 1 NORTH Know what'sBelow. COII before you dg. 0 200 400 PRELIMINARY PLAT August 19th, 2020 L A N D F O R M Fmm SXemFFbh 10 S,A]IInMAwn,• Tel: 61235241070 SOU513F. 612352-077 lNn.pa'MN 55101 WO: l6TRONTNN FU NAME L1WUlP!/L.Mq PRC.'ECT 110. I01`I7LQW2 I -� WEnallo (WiTIHISHI in 2018) WETLAND (Delinended \\ \\ II 111h21)161 \\ �I 6 I I II II II \\ 1 I I I I I I 2 1 1 9 I� \\ \ 7 II I _ I I_ • I I i l__ L_ _ J I B \ \\ I I DI7ARAAII STREET N.W. / 4 •i 1 I I i BLOCK 2 I is 1 I / / / / 7 \\ I I I Izo ^� Ibb jIJL Ij\� I i�/ l// 7 1 / V ✓ -V 8 i� -.. -" \wl l L �/ i i i ,QEF/�•-o-�p DNR MM 01.11? s.0 aADEDNE ' _ I `\ It \ \ 9 tl ; Inv -=878.3 1 I \ \ \ J,'; '''' ''''•;'; 6B HWL=879.8 \\\ 10 LAKE BM /� I \\\\ \\ \\ '/ f'• NW. "�, \BLOCK \ \ 1 1 \ fl ( > 1oZ aM �EEm, w �G �NXmRIpa..G n LL P IDN R N NT „a5 RGR Tp GEMNNING WpN AW NAINT N Fay EAST p JD ANDOVER HOLDINGS,LLC z ®,UNATErslNLATE". awnpRswuu SBATEp. coNsmucnay. GEw.oPER ENALL SNOW CONTEMs a R AREAS CONTRIBUTING WNW ARE PEPLAYFNRv STARN]FD AN0 WEPOSE C£ 'n' SER. 3 94FM itlRN1 E41E51W5pl WiNLfl9TYmIRA50FMD]mSl}15E®Iq,mH/NiE NTXDISTURBANCEJUMffR$T. NVI z. LIMIT C RED m THE 4NAnnc uMm slOvm. samuLE a+mAnws ro ulWwzE IEMIN I wuamnwcrm loElwEEPwaswauoEsua LE1. as EtmEAosuRE a smlmm AREAS nxoovErL wxnFsoTnsssw TIN, N IN. DEiETMIV1 B1i.53WLff NTAL OSIH£5 1 MANAGEMENT T HIBBS Q5SHMCEEDS ARE THE TMINNUMEROSION NEOJIRENENT. WEEN 0.T SHED B AWIND BE sTAa,Neurio:ER1-w1AUEwaEMaxlRxeu.alrmuml}cs wxlRas As ra« w+pasos m PREVENT mosax ulo cauma smNmT eANmm er xlxp pN E&YTXMSR6�MA EfiiPFN 1IW1ffi WAIFA. TTAHE I&aRq 4. REFER TO EWPPP NOTES M SHM 0.5 FOR ADDITIONAL REWIREMENM " E, EXCAVATE PONDS EASILY IN TE CaN 15BCTON EEQ ESCE. REMOK SEDIMENT MON PONDS ITNSWEA LY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED. S, OCNTRAC7EER A.L RIEMNr SEDIMENT LADIN WAVER AECM ENTERING TIE INFILTRATION SgS UNTIL THE -E IS =PURELY STA•MZED. INSTALL NLT FNM AR -NO MRLTRATGN HAS aiLE ` IDOV°ER GRADED AND MAINTAIN UNTIL SITE Is STABIIIZED. S NLamuPPNI EeaauwsrminnrsEE®NW.1NE,BN L¢LSNLmrn ]_ ALL E%PoYO SdLE ARDS SXALL RE $IARIIIIIp INMEpAIiLY TO IIMIi $qL fRD90N IN THAT PORTIXI 6 ME 91E WHERE COVEi1NCT011 XAS ImPatANLV at PENMAN ENRY CEASED. YAw.•6FLWlfq 9, SEED, SCO, MULCH AND EERTUZER EIIML MEET THE EMONING SPEOnUBnN • AS MODIREIT TEST. STM FNL 5S- SPEON m WTaIN NRFR F }64, MLL,-AIEI AIY L.SB`IID SEED NNOOT W76 _.. ux T ss -Ill s W.s LB/AC - IEMPONARY ENOMON Caumm n„• =N' MN TYPE 25-151 .1. LH/AL - PERMANENT TURF MEADOWS DA1 4911E-. SEITID-OCiS NULOI ARGOT ]BB} ry J '•ffi FFRTLIZERT LONE 1 O 2 T(NI/AL. DEC N OTO]BRANoTRED' - I GENERA- MQNENT NNUOT '575 10. ELNAPE AOJA0ENT STREETS CLEAN DAILY AND Sem CLEAN NEETCLY. ANDOVER, MINNESOTA SEEDM6,aWVATEA,NARXNM NP5i IDn5,IySmRArvATEpEOML 11. ALL STEAM BRAIN NUETS SN.VL BE PROTECTED BY APPROPRIATE BMM -MNG CONEIINCTCN UNRL SEEDAI WTE6ENBb WNREINEEEED, ALL E-RCES WIR POTmTAL FOR NSWARpM TO ME INLET HAYS BEEN STABIatEO. "METPROTECTa1 NAY BE TEMPORAWLY RENOYt9 11 A SPEOMC SA CONCERN XAS BEFN IOFN IIFIm. .®Al M M]M}IX-aIYSNNMIS ANTR9]@IXAAIq'm EAM 1Fa SGISSMEaPRLNEEEp. nwnrnn ,�. .4n+.,rr7e w YTIIMIDi GINYAYN$BK6W6MWApN4T. mem M.PTa1 ESTIMATED-.WTTTY SILT FENCE S 15.242 Lf. a r SEFD TIC-SMnl60PRIL m'A'EE PIGOl S1Ta(ARTAIDEQWI-o—o-u�- ;PLASTIC aVINCE FENCE 20.459 LF. w �u'-m �iwwi Ar•'Ar•'gnir,rvr...n A' I� zfmnr TmaaolWeL�a9uE1NFu,m (GRAM,m PRommox7 :WIKU TEAWNc PAT I EA. SrFD- DNR-SAMY afERLLIpRIpJi S1}I W IARa'Ep EOJ41 ASP,.TTEax5lmF WLNEu.EVFn :omoTEs FIBER BLANKET 14zos2 W.”. rmxW4nlwTanrMaErcNnnLwma•Avm. I :wN01Es ENNAVAr 44B SO.R. : DFNGIES YECNIC E MAINTENANCE ACCESS 1I —� RECEIVED -------------- ___-wvo ______� I i i 1 i BLOCK 1 STORM ASCITY OF ANDUVE D Y, BABIN I r 5 4 3 I� I I _;,�:'¢'d S•�� ''I1';";S�y it I i I I 1 ♦ i � i </ \111 z II I I I ..,._.�.�\�\� � m. '- -- I 1 e 1 21 z it PRELIMINARY PLAT 20 1 I $ I August 19th, 2020 6 L A N D F O R M ,�. \` I I � � / / �' � II E. Fmnfile LDRl6h • • • • / 1053UUN FlMAwRM TM: fi12-252A0]0 $YRB 513 Fax 8f2-2.52A0'n "n"NNOE9. MN 55101 W9p: Ialtl(mm.nN T ® LA FlIE NATE ILCMO'LOWG / �\ 20'ACceW P91h RLEN ENO. fTAf7p02m2 NORTH LANDSCAPE PLAN OVERALL / 11 �\ /� � � / Know whW'sBelow. COII beton you dig, 0 130 260 163 W r r.. r M �\ I •.r� r r - 9r mmm _ I _ 1 I - rI I1II1 , c–s. r kyrI JD ANDOVER H2O. L.D INGSILLC 31 — ---—\ I.I-,GUARA "� �' - _ • NI STREET N.W. — F- _ — DOVEk ��S� Ta, OW -.' I MFABAS IL I Ory B .1 I I II 1 - ✓� / - % II 1 I t ANDOVER, MINNESOTA I•I 1 1 1 1 1 1 1 LII � / I I I/ I i _ I_ -- I . 9 lo -10 � I II I I� I,II I I 1 e a� I l I I I I I I I /JJ i(. { i I I I/ I /• I I�/ � � H, I 1. I 1 —>a A.s... a � I 11 IEi,ce`I I INEIARATBASIN a89D BLI�CK2 �I I i II 1 ( I III I /1 �I I ei•�1' NWF L-v N BASIN IFIA1em BASIN1S = 1� I� Bn asaoo --Al - I I I---------- ---------------- ____ -—----- 1 RECEIVED A: BAe6b 1 xy 'I I.I �/IINFILTRATIION ' 13 Y II I BASIN 1 1 / , laa-YR-BBB.$S VER 1 �M=BBB op I CITY OF r�Np O - - - a oft 1 ♦,so 101110/� ` / i I go to 1 40 Alto-- 41* 1 411140 �/ i r tM1AClvMY]EP'6flW®6FWRlDILGIKxR91M1TFsnINLSRUTm40.lG E NL9soINssW1401WXAll O1 NrW6Ff4o YEFMPII SEFAIJ WNMLIDIIfrylpl 1. PEIEYEIEAT.OFr CT'1RUSN. BTO EKBEPNnSHAU.R AND M N.Y.YMNrNi ER Ana 6 CRRA"M 1. oEYELaPfA 91.V1 FEvoK / x LM'bNR.6rµ41{}1MMCa`IINY. U6 RA(AyfqurED WJA Cp1Nas A.(fA AFIG$ CIXIntl6UNla RUNOFF ARE PERMANENTLY sTABuzm > YW/J fOAm W61 LLWIILLNu6IDA�A46YD]lal]Is®IR o]tldM1EN1M ME d5P040F CITY SIRE g 6nl4%*/ IP •OTtP/LIUIroB91E1FN LF5MV.Y45 ME1Fi. 'Ww z. llYrt S PSMMANCE TO ME GRADING UNITS SHOW SCHEEALE (HEiAnWS TO AMAIN IENGM BF VENBS NNE CF p5n0$y AREAS, �.fl11UlW Ol4a9 WLE5tl3)�NM1% SIAi3. STIRI OF1406O'MINLOOYilI NnNLBNFFi19111m17m4 ]. YANA@ION PNACMSS $XONN ME ME MIREW WPIENr. INSTALL AND 441SODNIM WiIi®MDnRAYNr>Q Y/JNT.ADDITIONALOSID$ M ONAL CONTROLS AS. PNPREVENT EROSION .WINO , STM£]ORNWa CIXi M0. SEEARAUT CONNED BY MND W WATER 4 N. REFER TO SNPPP NOTES ON SHUT 0.5 FOR ALpnONAL REWWENENIS. / IS OYRIIIFS. SNF NAA`5O AR WNTN..YF MBEISA.PEM01 N / BENMAHIB F5pF1METIENNORmL. 5. EXCAVATE PONDS EARLY IN ME CMICnW STR EUMNLE. RENEW BURNETT FRON POAS PEMWICAIIY AND AFTER AREAS OBATIN IIWL M OFF ME orcmMOGO PERYAMNRY STABI AWYNN IIEFSR.WAPRIIDEOMlI 5®AIMTEKE4IlEN'IQB`..LEO, fi. CMMACTOK $XALL PREVENT MOMENT LADEN WATER FROM FNTFRINL ME © MMIAgtI GIEfOn WaE16XY1LWIKlPLUIEr. INFILTRATOR SYSTEM UNR ME SITE 15 LWNEIELY STAmI1ZED. INSTALL SILT • , , rMABOARD IXf1LMATW BASINS OHM GRADED MO MAINTAIN VHDL SITE IS SjrMuz n. TO EWIT 90 � D_IY PoIIN LIRRAW ORAE MT�N, FIR rALL EXPO O ' . SED SOLS MEAS 9NllL BE STAMUND IMMEDIARLY BOX MS6 k N.611N1WISiI9O0151Y'L IOXFIPN bOWI, PoI10 fi®ON"SNOYWEWlIWCCRBIW1a1NOPAAOT@EOYLI EROSION M MAT PORTON OF ME 97 W CONS OCl10H HAS TEMF'OiMLY 5®Ai M1E0r61➢LSM.ROFRSE Vh4E0. 1 O( RR]IANENTLY CEASED. B. SID. SW. MULCH MO FERNEXEER SHALL AFT ME FOLLOWING SPEOFICATON£ S1MOq CE S.I. ESDYATED WM ® AS YO[61F0.� �� :RT FFNL£ 15.142 L.F. SBLIY.sMOI(8OtS 10Y�PIWlb1$I WIAgAHI LOMI uB` 9'EOFlCAROI ® SFDIAr MROMSIWLRORNEUEY@ $W Y O ANY :RASTC OIMO FUDE M.IBI LP. NTIH VAOfu1EtYRiN8EW5GNUMM19NRl. SEED MERIT YTB (ORMNnm MOTECTON) AN IYPF zz-RI o xis I8/Ac - MANNIT ERJSa cwIR0. MN MME x5-131 O Ix01H/AL - PptlIMFNi TAF :C£WOE MACKWO HAD 1 EA. NLLCX YNWT SBB$ MOST FRE 1 e Y TERI BE. MLNOED) :pEN0lf3 FIBER BLAME) IU.Wz sO.fT. FERnIJNR MNWT ]PPI LERER& RACFYENT MXOOT 257s ® :DENmEs EAxAMAr ..a sD.n. 10. SCAME IDNONr S1PFE15 CREATE DALY AND SN1FP CIE.VN MEEKLY. e NORTH n. ALL STO V BRAIN INSETS SHALL BE PROMXTED BY APPRONROTE BMP$ WMNG :DENOTES VEWICLE MANRHMCE ACCESS LOHSMVrnM NST ALE ED. INT MM EM NTN. rW OSLMMOxL r0 ME CON'INUT HAVE BFEX TL A -L . OET PRO1ELnON MAY R 1SCHARGING O MB ME Know what's Below. IF A SPECIRC SAFETY CONCERN HAS BEEN BENTRED. C011hetoreyooalo. 0 50 100 ♦.O �.1 ♦ FANPRELIMINARY PLAT iEK�1 1 1RY ®I ' L A N D F O R M l 1- / 105SOwu FM1A.. SONY 515 TM: 61$-$539070 Fu: 6124UMP Nnw PAN 55101 Wd: W FSTRR.nnl RIE RAN: Wd1XWLgVG PRO.ECTNO, IIYINO$.N$ 1 1 ---- MATCH Bz~E l m ay JD ANDOVER HOLDINGS,LLC 1 010' — - .�- AN IBDYIII MNI�eSOTA 5901 to ' I �� INCA STREET N.W.to t ski - �� _ J ASIN , , - - _ z - ♦ LVYR 7 100.M 99)16 �. - _ i , Ire_ 1 ~ \\\ ♦ ;.[i B .897.00 , �// / " ♦�[ / y ` �. aft / MEADOWS A 00 04 00 00 r ! I 1 ANDOVER, MINNESOTA � i / �; � i - _ __ _ -'I i i � ♦ ♦ / //. NAY � // // �,r�, �1005 MY z f I i. 4 ♦ ver_ MAMA I MI F \ ♦. - 1. AA PFORDEA TON E, LDN� . ONE TO BEER NL WOilt HID 1. DMIMiI1RIM1fHi114F Ftl1lELp LOGipNGfSWr%'f2i1X]°S FApiIpH(iNR RECEIVED NAmiNN FOR p.W I CO LDXSIWBUN F AME PEM SXAu LY STA / ^ � •� AI°�iDn'Dm EE Arens canmleunxc RuxDEs AME vwuAvwnr $iABwan z anmwiEesuum+Imll6wmxRvareFw.n1®Aimwx i / i / - z ABANNAanlnw.. FNALEPAS®usualFDOT alnsm uL cil]IMxRmmI / / / / \� OEI z THIS SOJ_MB ANSEN4 m INE E .1 E TURS SHow. sw6UlE 6FIiAnWS IXVINicb/Iluclw ioE/Lille wLL ¢pi1pV(FauEIET. , 1 / / TO YIMNIII LFNaM 6 EY➢Da^JRE DF DISNPHED pPEAS _ A�rfERAIYNbSW NWLif®HTAO flI/$: , /- _ / \ 3 MMAi BON. S AS INE MINIMUM REOJIRFLWB INSTALL AND ATMEIEEY80'96. BBBBS ON]VrO1M1N.V .MNIV30 / _ _ 7 �- IND CAMEBMAINTAIN ADpnwH CONTROLS..111 NON PRCLEFDS l0 PRENNi FA04IX1 AND 6 BEEDBA. SIBBEEtbffiRRMWTMM /. 7 " / / \\\ i I�Ir `! LM1R0. $EDWwT f:.Vi0E0 BY MND CP WAIEn. � / / - SIN£3MlTBJOhRSIDMMBASt9IDIIXaffiIERMMT. I s. IEFw TO sNPPv x025 ON SHEET 0.5 FOR AOOInENK REQUIREMENTS. 5 EXLPVAM P DS EARLY IN THE CONSIRUCnW SEUMI BARIME S9Mwi MY PO IDS PERIP.YGLLY AND Mw AREAS LLNYABUTNG AMNQT ME _ PERMANENTLY $TABAI3ED, • / / _ - / / :�-/ o� ANDOVER 6 COMMACTOR SHALL PREWNT SEDIMENT ® MENT LADEN WATER FROM ENTERING E S HE6MESIAAU EEYIWr ABNYryL4�TFH(NM}9ilYf WNVL]x1ECnpN / / (■, / / / - ."� - INFE-MANOR 5YiTEM UNTIE THE 9215 COMPLERY STARILIRD. INSTAL SILT / /• -\ ' / _ 1./ / _ �� I RACE MW A INERTRI BASINS OCE QUDED AND MANTAIN UNTL SITE IS STAMUYD. SAVYIORMrtFA / /' / - '/✓ /-- I O ), ALL AR EVOSEO SOLS EA$ SIRE BE STAHUIID IMMEDIAIEEY W LWIT SOL lJ LIX MqM / / - / EB09w IN MAT POSE. O" ME S2 M ERE CMSIRUCnOV XAS BO&WANIY / M PEREMwnY TEASED. a1X A9IE1-AAEI ALYA-6919 , i / _ . / 6. SEEL. SW. MULOI MD EERDUNIS SHALL MEET ME FOEDMNC S FICATO15, AS MODIFIED. I]EMSEMEGAI NUMBERABOUT �713 SOO SEBD NNCOT N]6 ��___ MN TYPE 22-111 O SEA to/AC - TwPOIARY MESON CONTROL AN TYPE 25-151 O 1. 18/AL - PpWMwT NRF r--_- r uuw MxooT s6B2 6®1O-wY6WUEwORM6RaffiaRAFPw].mEOIM) \ (uxDOi TYPE 1 e 2 TM/Ac MSC MCN42D) 6E®A BATEOP ESSA ¢ORI¢LMs®. EERnuIIR OOT © MRIMOT OTE41TfNEER3Olf<NIW1@NIEi. \J \ /�/�y H I I: 5 fFRtY 11N.9IFNi MOOT 257 25]5 \ � \\ -� \ � / � ISI I I'I 1O SOMEE AD JAL EM SREETS OEM DHLY MO TAEEP CLEAN MDD.Y.A6ATibINOIAMVIA `\ ' \\ \ / ,�A { 1 I I: // -_ •Yuru�w.wi. �I.'oo"..•r'. SFFRI W.6HD(O3FPMIWDSR _ _ /:' wY•MArw 11. ALL SYSIN DPMI l I$ SWL BE MOBECTED BY MP BESF RATE ORS DUMB `SD Ai M1FOE51 . [f IWF1ABASS 1 / CMSIRUlllO1 UNTIL ALL SOURCES MM RO.A AL Mi DISCHARGES TO ME MMYCOI UI[IXRY WEFDnI]I Ciu10.SBNeET. \ \ \ - INIET HAVE BRii STABNffD. MLfT Ni01ECDIX1 MAY BE 2YPOOMLT REMOVED ® ' \ e� - _ i 1 E A S'ECEIC SAFETY COIm(N NAS . IOwTE1E0. L �1 I 1, I� y\v` 1 IBASIN I I I f l l lBA51N I D 2 NIT • r,. ?\ \ \\\.' ..!%/ / -!I\I I 1lTpppT-p, 6♦1,6gJF �i QJ y_ �•/. �i� L....: ""'�\ �:.': I`... sN6m0DEEs11MDm wMntt '. I \ T.� :ULTT PENCE FFR¢ 15.242 LF. :OPSAmnAI art morErnEw 20.288 V. :YBNICLE BEACONS PAD I 1 EA 9 \ / i / 1� 1 I II I Jt _ /1 \ • ®M�. �� 1A]aSOFT. BSER BIABET e' PRELIMINARY PLAT EI wXAMAT Aw Savr. I \ `�,;--- 1 \\ \\ moi/ CI_ 1` +1 / Tl'( August 19th, 2020 :DENOIFS ,EOIIOE N.VN2HMCE ACCESS I \\ _ ' \\ l \\ \\ � • / I 1 // 1 I . \ "-JI j L A N D F O R M \ 16 : I 11I I I vs tOS SouN FlM Avww Tel: 6R352A0)0 ' SUME 515 Paz 813-252-987I \\ \ l h L A �j MDnupP11,14 5101 WIS: lantliovn.net l\BLOC K 3 �`x L''*' i- n�xMr: IAnLlwoozlmG p \ \ /""'� \ PROECT NO. ILPINVm LANDSCAPE PLAN NORTH �r �' - c '"�` 1 \<: 'Ti'� \ \\` INFO A All 20'Alxess Pij B -J — kf--_ 1\�� 14 �/ `\ -\\ 122 (see L2 1y/ WEST Know wh6T1's Below. r�� \1 r\ \ C011before cud �.. \1 \� \� �1 '` " /\\ +� eTN-eB1.6W Y ISI• 0 50 100 / 13 �) f 1.!T!L—II Ir..•rr.r..•rl��.nr..r.rw< PLANT LANDSCAPE PLAN SOUTH L2.4 ON T a L aGPAmINm awvEsruee%WmromwL RJatn wr K4PnIMPJN ImmP%nwss NwLatflaMM ws®mvE NcorBNLmsmoswm IFoaPulmBetlaLe wn%cmuoPf+.r�- se 1Sl[!iR£IRER.'naRrYJ MPxYNVaF1E OlRYETMBE Itl 11�41PNIISINP mJ 11H9WLRPMJI®MINP%IP/lE ET21MMB]LIIE W iF6T WA'1lBWOFYi W)J! OFII)M]16pY &,(ItE FKAIRVE 61AiNP11611R WYMtlx/9®BYPgI➢tlI50L I➢!L'1 RAttKIFH'EO N V.VRKIA�fy3EG®IH R/OIII OEIIIPKiRM£ IpRw RPfS WX &R6WI WC/.09 LYLW MIMRx-IFBW£f1GP'xll IlewrmamolMu. onlWFmiJAaawlmlo GKa RO- 1&LL 011/IO RllILYllBR1P W MU Rarmamorlval s¢FTSIfAKJ NKIFP UA IOLC5E0 dVi ON%IW VKEL�PA+sI rX S'RIfMLU IT.VF4lAI Mxi£ SU' NFY BTI W A`%I SSRS m InE FlmImRKR16 99I(wf IIN4GTmn Bewvwmars IOMIGIE PIIaF slnxmew Ixolale•xrEr[Ixmsml� SIIK/GAVE LwslMlmuoro alnsmoGRrPamswW. WNIK111FF6NA RIA6 P6'IOIl110AOJ111Ef%YAM'IfF RAmz(£xcFrwrau. NO sO raN191mxmsalea o161R01®Ivq.IOBnIF PgIrVL IHMLWrK(A'%IWDI 81LLEIX£ IMO114ERIlr1 MVIW SMIS£flIV•l 6xi0 aFff R/!6) IaEv rolWltLNFPN¢elFm pU10]TfllaAYf 911BIEBYI aalwseBvaoE Sf1MrP1RW Abffi6NiE PVSI IORIMNi HOIES FI61aME RFYMM]1UlIE6�26Rn1W l Ix.Rmal1K WM'KPo49£wlfiWr RbIPMFYI t5. mRunlomm[a>wmllswlmrtm mFBNL SHRUB PLANTING NO SCALE `MAoNG VMFSJ PpFNwK OFATE .....Nu P T HATEWk M1 (NOT W (sm R S) PLANT_ ��FPGI OTMa PUMiIING B. Ur/. \1 r/. �MWa Tlxc WL LANIISCAFE Is -- ..NG sLBGNALIE SGMIFY BORgI ANO SIDES 6 W1111J110]IA]i NV.E Hq MM TO RI.VTNI1 K�1P 1 IF R0W5 AVE PPESIR MWNG 1NE IOi m M 1100 L. IINWL OR OFF m AS NAVY M POSSIBLE "WT SXXSW OE OnN6 SaL Y 45 PERENNIAL PLANTING AN9i6%RRFRKW'4A (i EN IIIIYISIBFMKIS NO SCALE 1 faa�,IMYeevapgi4nb Wx6mtlwr'mRAmpbblysq 1 fmiB'W4n,Lfe.,6nPbn:VriMmL a R.I mbaaWmamehA�A�maw.n,.msbse Wbwl�.e/.m,e:In.am..�lnmmw�...amq..m. ro m•..ze.bm�I.nnb.wp..ml.sl.ew Nhn W eammhB�y h I]wipMi pm. l 1YiFW Wmatlllmhgdblylynmm�.wT)Pv6✓mvmulbimtlbl {aob[/6 ¢ a�ma.®axla.aXVWmammreeam..Ne.mwgmm,a,. .©EAl.wwbea•ebbaW wl¢roamb*o.menm�mamP+...ym+bm�s.�+,netlsa.erbow.ms.nlml. I. ra p+,m3eespxwPwmmam'Yw 6 amRYYb MaIYYgvl ®hY1M aNAbpvlwbN mte n Ab6aMa. ®WSEPbIMG{mwY,NMI'rtml mtrAn Pee,W &tlAm,. RQW61� !$ � W1111J110]IA]i NV.E NNIMSW K�1P 1 AL6VD61%mAWimA'NRJA IOi � m WINIrx/m•rxNNB SXXSW JH a AN9i6%RRFRKW'4A (i EN IIIIYISIBFMKIS � X11' MRIfIL/GYYMNVE y„ E61' H E6rWF PPo7KAIWIFILG'.fP O !� E [OW4FAWNF 'Iplppl/P O N3U II 16Ei%0.V.flLG MN%@61LW/Y muss moE olr mrurxWeuvINNF Q rAa a wNN%analsx.Nannmwal mawcwRs adv ory BNAyfAL/R!•81NNE cwE n oattFlwnvulurvewnvuM iNll�`$ sxxaw vlR ffi2!4 e¢3 WAIF LE NNIMSW �1 �0 BMSM' 6fi�l IOi WIIRSff P.NR�'E� IB9r�O SXXSW IIW.1. Poi TIxaW INC m1 WTI�SH mMWSH IWICgO. rxxzw 2. vm WNFSR NNINf9W W` tsxx lsw toa Pn Ir..� Know what's 136I0W. COLI belae you dig. Kru JD ANDOVER HOLDINGS,LLC 161TIJUMPERST. Nw PNWVER WNNESOIASSIW IF1RIZIasIm MDLWR MEADOWS ANDOVER, MINNESOTA I F' ,m M.�mb4mb v uw�NrgYa„Nu�n DECEIVED CITY OF ANDOVER PRELIMINARY PLAT August 19th, 2020 L A N D F O R M N SRv IMSaMFIMAVa%Ie Tel: 612.252-W20 Itle S 513 Fex 612-252 r MM®pA,, MN 55101 anLfo.,,,t FIIJE U IID1LGm NG PROEM NO. "120am 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers FROM: Jim Dickinson City Administrator SUBJECT: Emergency Response (COVID-19) Update DATE: September 1, 2020 ACTION REQUESTED Receive a verbal update from City Administration on the City's ongoing response to the Declaration of Emergency for the City of Andover - Coronavirus Disease (COVID 19). (AINDOVEA 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers FROM: Jim Dickinson, City Administrator SUBJECT: Administrator's Report DATE: September 1, 2020 The City Administrator and 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.