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CC - May 4, 2021
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, May 4, 2021 Call to Order — 7:00 p.m. Pledge of Allegiance Resident Forum Agenda Approval 1. Approval of Minutes (4/19/21 Board of Review; 4/20/21 Regular) Consent Items 2. Approve Payment of Claims — Finance 3. Approve Resolution Accepting Donation — Community Center 4. Adopt 2022 Budget Development Guidelines —Administration Discussion Items 5. Consider Rezoning Request — Rezone property from M2 -Multiple Dwelling to R-4 - Single Family -Urban Part of PIN 30-32-24-43-0001; Unaddressed parcel — Tom Bakritges, Capstone Homes (Applicant — Andover 648-1 Land LLC)- Planning 6. Consider Conditional Use Permit (CUP) / Planned Unit Development (PUD) Request - Part of PIN 30-32-24-43-0001; Unaddressed parcel — Tom Bakritges, Capstone Homes (Applicant — Andover 648-1 Land LLC)- Planning Consider Preliminary Plat- Andover Village - Part of PIN 30-32-24-43-0001; Unaddressed parcel — Tom Bakritges, Capstone Homes (Applicant — Andover 648-1 Land LLC)- Planning Staff Items 8. Administrator's Report —Administration Mayor/Council Input Closed Session: a. Update Public Works Union Negotiations —Administration Adjournment Some or all members of the Andover City Council may participate in the May 4, 2021 City Council meeting by 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 required by all visitors. The public can also be provided a ZOOM video conference invite by going to www.andovermn.eov and clicking on the meeting in the calendar for the link. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City FROM: Michelle Hartner, Deputy City Clerk SUBJECT: Approval of Minutes DATE: May 4, 2021 INTRODUCTION The following minutes were provided by Staff and TimeSaver, reviewed by Administration, and submitted for City Council approval: April 19, 2021 April 20, 2021 DISCUSSION The minutes are attached for your review. ACTION REQUIRED Board of Review Regular The City Council is requested to approve the above minutes. Respectfully submitted, Michelle Hartner Deputy City Clerk Attach: Minutes 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 ANDOVER BOARD OFREVIEW APRIL 19, 2021— MINUTES The Annual Board of Review was called to order by Mayor Sheri Bukkila at 7:00 p.m., Monday, April 19, 2021, at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Councilmembers present: Jamie Barthel, Ted Butler (remote), Valerie Holthus and Randy Nelson Councilmember absent: None Appointed Alternate Board Member: Jim Dickinson, City Administrator Also Present: Jason Dagostino, Anoka County Residential Assessor Ben Hamill, Anoka County Commercial Assessor Amanda Fahrendorff, Anoka County Appraiser Mayor Bukkila read the public notice. Mr. Dickinson reviewed the guidelines for the meeting. He noted no members of the public are currently present this evening. Mr. Dagostino indicated value notices were sent out March 31St and 4 phone calls were received from residents. In 2020, 25 calls were received. Overall values are up 8%. Mr. Dickinson stated a list of properties have been submitted by Anoka County to the packet indicating the value notices needed to be resent to the properties. PIN CITY VALUE NOTICE 073224140021 ANDOVER R 073224310003 ANDOVER X 073224310005 ANDOVER X 073224310007 ANDOVER X 073224310008 ANDOVER X 073224310009 ANDOVER X 073224310010 ANDOVER X 073224340005 ANDOVER X 073224340006 ANDOVER X TAX STATEMENT 1 2 3 4 5 6 7 8 9 Andover Board of Review Meeting Minutes—April 19, 2021 Page 2 073224340007 ANDOVER X 073224340008 ANDOVER X 073224340009 ANDOVER X 073224410012 ANDOVER X 073224410013 ANDOVER X 073224410014 ANDOVER X 073224410015 ANDOVER X 073224410016 ANDOVER X 073224410017 ANDOVER X 073224410018 ANDOVER X 073224410019 ANDOVER X 073224410020 ANDOVER X 073224420003 ANDOVER X 073224420004 ANDOVER X 073224420005 ANDOVER X 073224420007 ANDOVER X 073224420008 ANDOVER X 073224420009 ANDOVER X 073224420010 ANDOVER X 073224420011 ANDOVER X 073224420012 ANDOVER X 073224420013 ANDOVER X 073224420014 ANDOVER X 073224420017 ANDOVER X 073224420018 ANDOVER X 073224420019 ANDOVER X 073224420020 ANDOVER X 073224430005 ANDOVER X 073224430006 ANDOVER X 073224430007 ANDOVER X 073224430008 ANDOVER X 073224430009 ANDOVER X 073224430010 ANDOVER X 133224430003 ANDOVER X Mr. Dagostino asked for the record to show Mr. Michael Riess, 14297 Prairie Road NW (PIN 25- 32-24-34-0003) is questioning his property value. The County Assessor will contact Mr. Riess and conduct a visit to the property. ADJOURN BOARD OF REVIEW Motion by Holthus, Seconded by Nelson, to close the Board of Review meeting for 2021. Motion taken by roll call: Andover Board of Review Meeting Minutes—April 19, 2021 Page 3 1 Councilmember Barthel - aye 2 Councilmember Butler - aye 3 Councilmember Holthus - aye 4 Councilmember Nelson - aye 5 Mayor Bukkila - aye 6 Motion carried unanimously. The meeting adjourned at 7:11 p.m. 10 Respectfully submitted, 11 12 Michelle Hartner 13 Recording Secretary 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 REGULAR ANDOVER CITY COUNCIL MEETING —APRIL 20, 2021 MINUTES The Regular Bi -Monthly Meeting of the Andover City Council was called to order by Mayor Sheri Bukkila, April 20, 2021, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Councilmembers present: Valerie Holthus, Jamie Barthel, Ted Butler (remote), and Randy Nelson Councilmember absent: None Also present: City Administrator, Jim Dickinson Associate Planner, Jake Griffiths City Attorney, Scott Baumgartner Others PLEDGE OFALLEGIANCE RESIDENT FORUM No one appeared before the Council. 91WAYaffWi ' I�-I City Administrator Dickinson introduced Item #I OA on the Consent Agenda and supplemental information for the Anoka County Sheriff's Report. Motion by Holthus, Seconded by Barthel, to approve the Agenda as amended. Motion taken by roll call: Councilmember Barthel - aye Councilmember Butler — aye Councilmember Nelson - aye Councilmember Holthus - aye Mayor Bukkila -aye Motion carried unanimously. APPROVAL OFMINUTES April 6, 2021 Regular Meeting 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Regular Andover City Council Meeting Minutes—April 20, 2021 Page 2 Mayor Bukkila requested a change to page 6, line 26: change the word "exerts" to "excerpts". Motion by Barthel, Seconded by Nelson, to approve the April 6, 2021 Regular Meeting as amended. Motion taken by roll call: Councilmember Barthel — aye Councilmember Butler - aye Councilmember Nelson - aye Councilmember Holthus - aye Mayor Bukkila -aye Motion carried unanimously. CONSENTITEMS Item 2 Approve Payment of Claims Item 3 Adopt Resolution Setting Annual Income Level for Senior Citizen and Disabled Individuals for Deferral of Assessments and Reduced Sanitary Sewer Rates (See Resolution R038-21) Item 4 Receive March 2021 City Investment Reports Item 5 Receive March 2021 General Fund Progress Reports Item 6 Approve Appointment/Maintenance Worker Item 7 Approve Resolution Adopting Comprehensive Plan Amendment — Future Land Use Map — Capstone Homes, LLC (See Resolution R039-21) Item 8 Approve City Code Amendment/Title 3-113 Liquor Control (See Ordinance 517) Item 9 Approve Park Exclusive Use Permit/Andover Fastpitch Association Item 10 Approve Remote Meeting Participation Policy Item 1 O Rescind and re -approve Resolution 034-21 - Acknowledge and Accept Bid Results/21- 03, 2021 Crack Sealing/21-05, 2021 Pavement Markings/21-07, 2021 Trail Maintenance/21-10, 2021 Parking Lot (See Resolution R042-21 rescind) (See Resolution R043-21 new) Motion by Barthel, Seconded by Nelson, to approve the Consent Agenda as read. Motion taken by roll call: Councilmember Barthel - aye Councilmember Butler - aye Councilmember Nelson - aye Councilmember Holthus - aye Mayor Bukkila - aye Motion carried unanimously. ANOKA COUNTYSHERIFFS OFFICE MONTHL Y REPOR T Commander Lenzmeier provided a monthly report for March 2021 reporting 1,064 calls for service with 3 burglaries and 21 thefts. He stated thefts are down from 2020. Commander Lenzmeier reported 5 felony arrests, 5 gross misdemeanor arrests, 5 misdemeanor arrests and Regular Andover City Council Meeting Minutes—April 20, 2021 Page 3 1 106 traffic violation arrests. He stated there were 5 DWI arrests, 4 of which were drug related. 2 He stated Andover is seeing an increase in drug activity and overdose incidents. Deputies 3 continue to be busy and proactive. Deputies attended Tactic Training and MILO Simulation 4 Training in March. 5 6 Mayor Bukkila stated it is time to have the conversation about drug use and get information out 7 to the public. She is concerned about the amount and quality of drugs coming into the 8 community. She stated the effects of chemical abuse is ongoing and sobriety is a tough 9 challenge. If there are people who are suffering, the community can work on educational 10 components. Commander Lenzmeier stated residents can call 911 if they have concerns about 11 drug use with their family members. 12 13 Mayor Bukkila said she has had people in the community reach out to her stating they have a 14 problem. She stated an increase in theft goes along with drug use. Commander Lenzmeier stated 15 School Resource Officers give presentations to kids in elementary, middle, and high school about 16 the effects of drugs. 17 18 Mayor Bukkila stated many of the drugs are in pill form that may appear to be a prescription 19 drug. Commander Lenzmeier agreed, and the street drugs are unknown; they look professional 20 in their packaging but you do not know what you are getting. 21 22 CONSIDER CONDITIONAL USE PERMITILIQUOR LICENSE —1574154TH AVE. NW, 23 SUITE 102 — TASTY TACO — ARMANDO OCAMPO AND VANESSA MEDINA 24 (APPLICANTS) 25 The City Council is asked to consider the recommendation of the Planning and Zoning 26 Commission and come to a decision regarding the proposed Conditional Use Permit (CUP). If 27 the Council approves the CUP, the applicant must also obtain a liquor license prior to serving 28 alcohol. 29 Associate Planner Griffiths identified the location of the business in Hanson Commons. He stated 30 the business needs a CUP to sell liquor out of this location. Mr. Griffiths stated the back side of 31 Hanson Commons abuts to a neighborhood. He stated the Planning and Zoning Commission held 32 a public hearing and unanimously supported the CUP. 33 Councilmember Barthel stated the hours of operation are through 10:00 p.m. He asked if the 34 business wanted to stay open until 2:00 a.m. in the future, does the CUP end or does it cover the 35 additional hours. Mr. Griffiths replied the CUP does not have a restriction on hours and the 36 business would have to comply with the liquor sales ordinance. City Administrator Dickinson 37 stated the CUP allows them to serve liquor on the site. 38 Motion by Holthus, Seconded by Nelson, to adopt Resolution No. R040-21 approving the 39 Conditional Use Permit request for liquor sales located at 1574 154th Avenue NW, Suite 102. 40 Motion taken by roll call: 41 Councilmember Barthel - aye Regular Andover City Council Meeting Minutes—April 20, 2021 Page 4 Councilmember Butler - aye Councilmember Nelson - aye Councilmember Holthus - aye Mayor Bukkila - aye Motion carried unanimously. 7 APPROVE ON -SALE INTOXICATING LIQUOR LICENSE/1574154TH AVE. NW SUITE 8 102 - TASTY TACO 9 10 The City Council is requested to consider approval of the On -Sale Intoxicating Liquor License 11 and Sunday License for Armando Ocampo, owner of Tasty Taco, contingent on a favorable 12 background investigation. The City Council is requested to approve the above license for the 13 period of May 1, 2021 through December 31, 2021 at a pro -rated fee. 14 15 Motion by Barthel, Seconded by Holthus, to approve the On -Sale Intoxicating Liquor License 16 and Sunday License for Armando Ocampo, owner of Tasty Taco, contingent on a favorable 17 background investigation. Motion taken by roll call: 18 Councilmember Barthel - aye 19 Councilmember Butler - aye 20 Councilmember Nelson - aye 21 Councilmember Holthus - aye 22 Mayor Bukkila - aye 23 Motion carried unanimously. 24 25 Mayor Bukkila invited Mr. Ocampo to podium to introduce his business. Mr. Ocampo and Ms. 26 Medina approached the Council. Mr. Ocampo stated they are excited to bring their business to 27 Andover and wants people to have a good time. Ms. Medina stated she is the mother of two kids 28 and does not want to be open until 2:00 a.m. She said she wants the business to be part of the 29 community. Ms. Medina stated the liquor they serve will be tequila, mezcal, and rum. She stated 30 the food will be Guatemalan, El Salvador, and Mexican flavors. Mr. Ocampo invited the Council 31 to the friends and family night. 32 33 CONSIDER CONDITIONAL USE PERMIT FOR A COMMERCIAL GREENHOUSE AT 34 14700 SYCAMORE STREET NW — NA PANG (APPLICANT) 35 36 The City Council is asked to consider the recommendation of the Planning & Zoning 37 Commission and make a decision on the Conditional Use Permit (CUP) request for a commercial 38 greenhouse at 14700 Sycamore Street NW. 39 40 Associate Planner Griffiths explained a commercial greenhouse is a retail business with 41 operations to sell food or plants grown in the greenhouse. He stated the commercial aspect 42 triggers the need for a CUP. Mr. Griffiths said the applicant is planning on growing products to 43 sell at farmers markets and for customer pick-up during limited days and times. He stated the 44 City has worked with the applicant to be in compliance with accessory buildings. He identified Regular Andover City Council Meeting Minutes—April 20, 2021 Page 5 1 the location and stated the property is approximately 3 acres in size and in the R-1 zoning district. 2 Mr. Griffiths stated the Planning and Zoning Commission held a public hearing and 3 recommended approval of the CUP. The Commission discussed traffic issues and decided it 4 would not be an issue. 6 Councilmember Holthus asked how the business will be marketing itself. 7 8 Na Vang, 14700 Sycamore Street NW, came forward and stated the majority of marketing will 9 be online through social media and he does not plan on signage. 10 11 Motion by Barthel, Seconded by Nelson, to adopt Resolution No. R041-21 approving the 12 Conditional Use Permit for a Commercial Greenhouse located at 14700 Sycamore Street NW. 13 14 Mayor Bukkila stated she supports this opportunity but if the City gets complaints about traffic 15 and other issues, the CUP will have to be reviewed. 16 17 Motion taken by roll call: 18 Councilmember Barthel - aye 19 Councilmember Butler - aye 20 Councilmember Nelson - aye 21 Councilmember Holthus - aye 22 Mayor Bukkila - aye 23 Motion carried unanimously. 24 25 ADMINISTRATOR'S REPORT 26 27 City Staff updated the Council on the administration and city department activities, legislative 28 updates, updates on development/CIP projects, and meeting reminders/community events. 29 30 (Administrative Staff Activities) — Mr. Dickinson reminded the Council of a Workshop Meeting 31 on Tuesday, April 27`h at 6:00 p.m. at the Senior Center. He updated the Council on meetings he 32 will attend. He stated staff are working on development projects. The City has received 50 new 33 home permits which meets 2021 budget predictions. The City Audit is nearing completion. Mr. 34 Dickinson stated it is a challenge hiring seasonal and part-time workers. the mill and overlay 35 project begins next week. The automatic meter reading project is working through the contract 36 and public information strategy. 37 38 Councilmember Nelson asked if the Grace Lutheran Church property is up for sale. Mr. 39 Dickinson replied that Grace is interested in selling the property along Nightingale Street. 40 41 HAYOR/COUNCIL INPUT 42 Regular Andover City Council Meeting Minutes—April 20, 2021 Page 6 1 (Kelsey Interpretive Signs) — Councilmember Holthus stated she has been working on 2 interpretive signs for Kelsey Round Lake Park and is not having luck finding pictures. She is 3 asking for photos of the Kelsey brick yard or any other photos of the area. 4 5 (Code Enforcement) — Mayor Bukkila reminded residents that Code Enforcement has been 6 elevated in the past year because more people are home. She stated the City has a complaint 7 driven Code Enforcement policy and does not actively go out and seek violations. She 8 encouraged people to clean up their yards. 9 10 ADJOURNMENT 11 12 Motion by Holthus, Seconded by Barthel, to adjourn. Motion taken by roll call: 13 Councilmember Barthel - aye 14 Councilmember Butler - aye 15 Councilmember Nelson - aye 16 Councilmember Holthus - aye 17 Mayor Bukkila -aye 18 Motion carried unanimously 19 20 The meeting adjourned at 7:41 p.m. 21 22 Respectfully submitted, 23 24 Shari Kunza, Recording Secretary 25 TimeSaver OffSite Secretarial, Inc. 26 REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —APRIL 20, 2021 TABLE OF CONTENTS PLEDGEOF ALLEGIANCE........................................................................................................1 RESIDENTFORUM.....................................................................................................................1 AGENDAAPPROVAL.................................................................................................................1 APPROVAL OF MINUTES..........................................................................................................1 CONSENTITEMS........................................................................................................................ 2 Item 2 Approve Payment of Claims...........................................................................................2 Item 3 Adopt Resolution Setting Annual Income Level for Senior Citizen and Disabled Individuals for Deferral of Assessments and Reduced Sanitary Sewer Rates (R038-21) ..................................................................................::::................................................... 2 Item 4 Receive March 2021 City Investment Reports..............::.............................................. 2 Item 5 Receive March 2021 General Fund Progress Reports ....::............................................. 2 Item 6 Approve Appointment/Maintenance Worker ......... ........................................... 2 Item 7 Approve Resolution Adopting Comprehensive Plan Amendment — Future Land Use Ma Capstone Homes LLC R039-21 ......... .................................2 Item 8 Approve City Code Amendment/Title 3-113 Liquor Control (Ord. 517) ........................2 Item 9 Approve Park Exclusive Use Permit/Andover Fastpitch Association ..:. . .................. 2 Item 10 Approve Remote Meeting Participation Policy..............................................................2 Item l0A Rescind and re -approve Resolution 034-21 - Acknowledge and Accept Bid Results/21- 03, 2021 Crack Sealing/21-05, 2021 Pavement` Markings/21-07, 2021 Trail Maintenance/21-10; 2021 Parking Lot (R042-21 Rescind) (R043-21 new)...................2 ANOKA COUNTY SHERIFF'SOFFICE MONTHLY REPORT..::...........................................2 CONSIDER CONDITIONAL USE PERMIT/LIQUOR LICENSE —1574 154TH AVE. NW, SUITE 102 — TASTY TACO — ARMANDO OCAMPO AND VANESSA MEDINA (APPLICANTS) (R040-21) ...... .........................................................................................3 APPROVE ON -SALE INTOXICATING LIQUOR LICENSE/1574 154TH AVE. NW SUITE 102 - TASTY TACO........................................:::.......................................................................... 4 CONSIDER CONDITIONAL USE PERMIT/COMMERCIAL GREENHOUSE/14700 SYCAMORE STREET NW -NA VANG (APPLICANT) (R041-21) ........................................4 ADMINISTRATOR'S REPORT...................................................................................................5 (Administrative Staff Activities).................................................................................................... 5 MAYOR/COUNCIL INPUT.........................................................................................................5 (Kelsey Interpretive Signs)....::...................................................................................................... 6 (Code Enforcement).......................................................................................................................6 ADJOURNMENT................::........................................................................................................ 6 1 2 3 4 5 6 REGULAR ANDOVER CITY COUNCIL MEETING—APRIL 20, 2021 7 MINUTES 8 9 10 The Regular Bi -Monthly Meeting of the Andover City Council was called to order by Mayor 11 Sheri Bukkila, April 20, 2021, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard 12 NW, Andover, Minnesota. 13 14 Councilmembers present: Valerie Holthus, Jamie Barthel, Ted Butler (remote), and Randy 15 Nelson 16 17 Councilmember absent: None 18 19 Also present: City Administrator, Jim Dickinson 20 Associate Planner, Jake Griffiths 21 City Attorney, Scott Baumgartner 22 Others 23 24 PLEDGE OFALLEGIANCE 25 26 RESIDENTFORUM 27 28 No one appeared before the Council. 29 30 AGENDAAPPROVAL 31 32 City Administrator Dickinson introduced Item 41 OA on the Consent Agenda and supplemental 33 information fortheAnoka County Sheriff's Report. 34 35 Motion by Holthus; Seconded by Barthel, to approve the Agenda as amended. Motion taken by 36 roll call: 37 Councilmember Barthel '= aye 38 Councilmember Butler — aye 39 Councilmember Nelson - aye 40 Councilmember Holthus - aye 41 Mayor Bukkila -aye 42 Motion carried unanimously. 43 44 APPROVAL OFMINUTES 45 46 April 6, 2021 Regular Meeting Regular Andover City Council Meeting Minutes—April 20, 2021 Page 2 1 Mayor Bukkila requested a change to page 6, line 26: change the word "exerts" to "excerpts". 2 3 Motion by Barthel, Seconded by Nelson, to approve the April 6, 2021 Regular Meeting as 4 amended. Motion taken by roll call: 5 Councilmember Barthel — aye 6 Councilmember Butler - aye 7 Councilmember Nelson - aye 8 Councilmember Holthus - aye 9 Mayor Bukkila -aye 10 Motion carried unanimously. 11 12 CONSENT ITEMS 13 14 Item 2 Approve Payment of Claims 15 Item 3 Adopt Resolution Setting Annual Income Level for Senior Citizen and Disabled 16 Individuals for Deferral of Assessments and Reduced Sanitary Sewer Rates (See 17 Resolution R038-21) 18 Item 4 Receive March 2021 City Investment Reports 19 Item 5 Receive March 2021 General Fund Progress Reports 20 Item 6 Approve Appointment/Maintenance Worker 21 Item 7 Approve Resolution Adopting Comprehensive Plan Amendment — Future Land Use 22 Map — Capstone Homes, LLC (See Resolution R039-21) 23 Item 8 Approve City Code Amendment/Title 3-113 Liquor Control (See Ordinance 517) 24 Item 9 Approve Park Exclusive Use Permit/Andover Fastpitch Association 25 Item 10 Approve Remote Meeting Participation Policy 26 Item I0A Rescind and re -approve Resolution 034-21 - Acknowledge and Accept Bid Results/21- 27 03, 2021 Crack Sealing/21-05, 2021 Pavement Markings/21-07, 2021 Trail 28 Maintenance/21-10, 2021 Parking Lot (See Resolution R042-21 rescind) (See 29 Resolution R043-21 new) 30 31 Motion by Barthel, Seconded by Nelson, to approve the Consent Agenda as read. Motion taken 32 by roll call: 33 Councilmember Barthel - aye 34 Councilmember Butler - aye 35 Councilmember Nelson - aye 36 Councilmember Holthus - aye 37 Mayor Bukkila - aye 38 Motion carried unanimously. 39 40 ANOKACOUNTYSHERIFFS OFFICE MONTHLYREPORT 41 42 Commander Lenzmeier provided a monthly report for March 2021 reporting 1,064 calls for 43 service with 3 burglaries and 21 thefts. He stated thefts are down from 2020. Commander 44 Lenzmeier reported 5 felony arrests, 5 gross misdemeanor arrests, 5 misdemeanor arrests and Regular Andover City Council Meeting Minutes—April 20, 2021 Page 3 1 106 traffic violation arrests. He stated there were 5 DWI arrests, 4 of which were drug related. 2 He stated Andover is seeing an increase in drug activity and overdose incidents. Deputies 3 continue to be busy and proactive. Deputies attended Tactic Training and MILO Simulation 4 Training in March. 5 6 Mayor Bukkila stated it is time to have the conversation about drug use and get information out 7 to the public. She is concerned about the amount and quality of drugs coming into the 8 community. She stated the effects of chemical abuse is ongoing and sobriety is a tough 9 challenge. If there are people who are suffering, the community can work on educational 10 components. Commander Lenzmeier stated residents can call 911 if they have concerns about 11 drug use with their family members. 12 13 Mayor Bukkila said she has had people in the community reach out to her stating they have a 14 problem. She stated an increase in theft goes along with drug use. Commander Lenzmeier stated 15 School Resource Officers give presentations to kids in elementary, middle, and high school about 16 the effects of drugs. 17 18 Mayor Bukkila stated many of the drugs are in pill form that may appear to be a prescription 19 drug. Commander Lenzmeier agreed, and the street drugs are unknown; they look professional 20 in their packaging but you do not know what you are getting. 21 22 CONSIDER CONDITIONAL USE PERMIT/LIQUOR LICENSE —1574154TH AVE. NW, 23 SUITE 102 — TASTY TACO — ARMANDO OCAMPO AND VANESSA MEDINA 24 (APPLICANTS) 25 The City Council is asked to consider the recommendation of the Planning and Zoning 26 Commission and come to a decision regarding the proposed Conditional Use Permit (CUP). If 27 the Council approves the CUP, the applicant must also obtain a liquor license prior to serving 28 alcohol. 29 Associate Planner Griffiths identified the location of the business in Hanson Commons. He stated 30 the business needs a CUP to sell liquor out of this location. Mr. Griffiths stated the back side of 31 Hanson Commons abuts to a neighborhood. He stated the Planning and Zoning Commission held 32 a public hearing and unanimously supported the CUP. 33 Councilmember Barthel stated the hours of operation are through 10:00 p.m. He asked if the 34 business wanted to stay open until 2:00 a.m. in the future, does the CUP end or does it cover the 35 additional hours. Mr. Griffiths replied the CUP does not have a restriction on hours and the 36 business would have to comply with the liquor sales ordinance. City Administrator Dickinson 37 stated the CUP allows them to serve liquor on the site. 38 Motion by Holthus, Seconded by Nelson, to adopt Resolution No. R040-21 approving the 39 Conditional Use Permit request for liquor sales located at 1574 154`h Avenue NW, Suite 102. 40 Motion taken by roll call: 41 Councilmember Barthel - aye Regular Andover City Council Meeting Minutes—April 20, 2021 Page 4 1 Councilmember Butler - aye 2 Councilmember Nelson - aye 3 Councilmember Holthus - aye 4 Mayor Bukkila - aye 5 Motion carried unanimously. APPROVE ON -SALE INTOXICATING LIQUOR LICENSE/1574154TH AVE. NW SUITE 102 - TASTY TACO 10 The City Council is requested to consider approval of the On -Sale Intoxicating Liquor License 11 and Sunday License for Armando Ocampo, owner of Tasty Taco, contingent on a favorable 12 background investigation. The City Council is requested to approve the above license for the 13 period of May 1, 2021 through December 31, 2021 at a pro -rated fee. 14 15 Motion by Barthel, Seconded by Holthus, to approve the On -Sale Intoxicating Liquor License 16 and Sunday License for Armando Ocampo, owner of Tasty Taco, contingent on a favorable 17 background investigation. Motion taken by roll call: 18 Councilmember Barthel - aye 19 Councilmember Butler - aye 20 Councilmember Nelson - aye 21 Councilmember Holthus - aye 22 Mayor Bukkila - aye 23 Motion carried unanimously. 24 25 Mayor Bukkila invited Mr. Ocampo to podium to introduce his business. Mr. Ocampo and Ms. 26 Medina approached the Council. Mr. Ocampo stated they are excited to bring their business to 27 Andover and wants people to have a good time. Ms. Medina stated she is the mother of two kids 28 and does not want to be open until 2:00 a.m. She said she wants the business to be part of the 29 community. Ms. Medina stated the liquor they serve will be tequila, mezcal, and rum. She stated 30 the food will be Guatemalan, El Salvador, and Mexican flavors. Mr. Ocampo invited the Council 31 to the friends and family night. 32 33 CONSIDER CONDITIONAL USE PERMIT FOR A COMMERCIAL GREENHOUSE AT 34 14700 SYCAMORE STREET NW — NA PANG (APPLICANT) 35 36 The City Council is asked to consider the recommendation of the Planning & Zoning 37 Commission and make a decision on the Conditional Use Permit (CUP) request for a commercial 38 greenhouse at 14700 Sycamore Street NW. 39 40 Associate Planner Griffiths explained a commercial greenhouse is a retail business with 41 operations to sell food or plants grown in the greenhouse. He stated the commercial aspect 42 triggers the need for a CUP. Mr. Griffiths said the applicant is planning on growing products to 43 sell at farmers markets and for customer pick-up during limited days and times. He stated the 44 City has worked with the applicant to be in compliance with accessory buildings. He identified Regular Andover City Council Meeting Minutes—April 20, 2021 Page 5 the location and stated the property is approximately 3 acres in size and in the R-1 zoning district. Mr. Griffiths stated the Planning and Zoning Commission held a public hearing and recommended approval of the CUP. The Commission discussed traffic issues and decided it would not be an issue. Councilmember Holthus asked how the business will be marketing itself. 8 Na Vang, 14700 Sycamore Street NW, came forward and stated the majority of marketing will 9 be online through social media and he does not plan on signage. 10 11 Motion by Barthel, Seconded by Nelson, to adopt Resolution No. R041-21 approving the 12 Conditional Use Permit for a Commercial Greenhouse located at 14700 Sycamore Street NW. 13 14 Mayor Bukkila stated she supports this opportunity but if the City gets complaints about traffic 15 and other issues, the CUP will have to be reviewed. 16 17 Motion taken by roll call: 18 Councilmember Barthel - aye 19 Councilmember Butler - aye 20 Councilmember Nelson - aye 21 Councilmember Holthus - aye 22 Mayor Bukkila - aye 23 Motion carried unanimously. 24 25 ADMINISTRATOR'S REPORT 26 27 City Staff updated the Council on the administration and city department activities, legislative 28 updates, updates on development/CIP projects, and meeting reminders/community events. 29 30 (Administrative Staff Activities) — Mr. Dickinson reminded the Council of a Workshop Meeting 31 on Tuesday, April 271h at 6:00 p.m. at the Senior Center. He updated the Council on meetings he 32 will attend. He stated staff are working on development projects. The City has received 50 new 33 home permits which meets 2021 budget predictions. The City Audit is nearing completion. Mr. 34 Dickinson stated it is a challenge hiring seasonal and part-time workers. the mill and overlay 35 project begins next week. The automatic meter reading project is working through the contract 36 and public information strategy. 37 38 Councilmember Nelson asked if the Grace Lutheran Church property is up for sale. Mr. 39 Dickinson replied that Grace is interested in selling the property along Nightingale Street. 40 41 MAYORICOUNCIL INPUT 42 Regular Andover City Council Meeting Minutes—April 20, 2021 Page 6 1 (Kelsey Interpretive Signs) — Councilmember Holthus stated she has been working on 2 interpretive signs for Kelsey Round Lake Park and is not having luck finding pictures. She is 3 asking for photos of the Kelsey brick yard or any other photos of the area. 4 5 (Code Enforcement) — Mayor Bukkila reminded residents that Code Enforcement has been 6 elevated in the past year because more people are home. She stated the City has a complaint 7 driven Code Enforcement policy and does not actively go out and seek violations. She 8 encouraged people to clean up their yards. 9 10 ADJOURNMENT 11 12 Motion by Holthus, Seconded by Barthel, to adjourn. Motion taken by roll call: 13 Councilmember Barthel - aye 14 Councilmember Butler - aye 15 Councilmember Nelson - aye 16 Councilmember Holthus - aye 17 Mayor Bukkila -aye 18 Motion carried unanimously 19 20 The meeting adjourned at 7:41 p.m. 21 22 Respectfully submitted, 23 24 Shari Kunza, Recording Secretary 25 TimeSaver Offsite Secretarial, Inc. 26 REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —APRIL 20, 2021 TABLE OF CONTENTS PLEDGEOF ALLEGIANCE........................................................................................................1 RESIDENTFORUM.....................................................................................................................1 AGENDAAPPROVAL.................................................................................................................1 APPROVALOF MINUTES..........................................................................................................1 CONSENTITEMS........................................................................................................................2 Item 2 Approve Payment of Claims...........................................................................................2 Item 3 Adopt Resolution Setting Annual Income Level for Senior Citizen and Disabled Individuals for Deferral of Assessments and ReducedSanitary Sewer Rates (R038 -21) ........................................................ ................................................................................. 2 Item 4 Receive March 2021 City Investment Reports............................................................. 2 Item 5 Receive March 2021 General Fund Progress Reports....................................................2 Item 6 Approve Appointment/Maintenance Worker.....................::.......................................... 2 Item 7 Approve Resolution Adopting Comprehensive Plan Amendment — Future Land Use Map — Capstone Homes, LLC(R039-21) .................................................................2 Item 8 Approve City Code Amendment/Title 3-113 Liquor Control (Ord. 517) ...................2 Item 9 Approve Park Exclusive Use Permit/Andover Fastpitch Association... .................. 2 Item 10 Approve Remote Meeting Participation Policy.............................................................2 Item l0A Rescind and re -approve Resolution 034-21 - Acknowledge and Accept Bid Results/21- 03, 2021 Crack Sealing/21-05, 2021 Pavement Markings/21-07, 2021 Trail Maintenance/21-10; 2021 Parking Lot (R042-21 Rescind) (R043-21 new)...................2 ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT...::..........................................2 CONSIDER CONDITIONAL USE PERMIT/LIQUOR LICENSE — 1574 154TH AVE. NW, SUITE 102 — TASTY TACO — ARMANDO OCAMPO AND VANESSA MEDINA (APPLICANTS) (R040-21)'..... .........................................................................................3 APPROVE ON -SALE INTOXICATING LIQUOR LICENSE/1574 154TH AVE. NW SUITE 102 - TASTY TACO ........ ......................................................................................... 4 CONSIDER CONDITIONAL USE PERMIT/COMMERCIAL GREENHOUSE/14700 SYCAMORE STREET NW — NA VANG (APPLICANT) (R041-21) ........................................4 ADMINISTRATOR'S REPORT.........::........................................................................................5 (Administrative Staff Activities).................................................................................................... 5 MAYOR/COUNCIL INPUT........................................................................................................5 (Kelsey Interpretive Signs)............................................................................................................ 6 (Code Enforcement)...............::...................................................................................................... 6 ADJOURNMENT.......................................................................................................................... 6 • f Y iy CD 0VE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers C CC: Jim Dickinson, City Adminisl FROM: Lee Brezinka, Finance Manager SUBJECT: Payment of Claims DATE: May 4, 2021 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. DISCUSSION Claims totaling $122,011.78 on disbursement edit list #1 - #2 from 04/23/2021 to 04/30/2021 has been issued and released. 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 $122,011.78. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted Lee Brezinka Attachments: Check Proof Lists Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 04/23/2021 - 10:10AM Batch: 00423.04.2021 Invoice No Description Vendor: AFLAC AFLAC 126870 March 2021 Premium Check Total: Vendor: Akerpoor AKER Doors, Inc. 2838 893MAX Check Total: Vendor: AnkC002 Anoka Cc Property Tax Div 333224140014 2557 Bunker Lake Blvd NW 333224140022 2526138th Ave NW Check Total: Vendor: AspenMil Aspen Mills 272540 Uniform 272657 Uniform for William Dietzler 272658 Uniform for Tammy Dietzler 272914 Uniform for Tom Johnson Check Total: Vendor: BaxMech Baxter Mechanical, Inc. 149960628 Address not in Andover Check Total: Vendor: BeckerAr Becker Arena Products, Inc 600836 Inlad Line Options for Turf Check Total: ip� Amount Payment Date Acct Number Check Sequence: I 514.08 04/23/2021 0101-00000-21209 514.08 166.44 1 V V.VY 46.86 46.86 93.72 44.00 263.15 244.30 90.80 642.25 74.00 74.00 3,656.00 3,656.00 Check Sequence: 2 04/23/2021 0101-41920-61120 Check Sequence:3 04/23/2021 4520-49300-62035 04/23/2021 4520-49300-62035 Check Sequence: 4 04/23/2021 0101-42200-61305 04/23/2021 0101-42200-61305 04/23/2021 0101-42200-61305 04/23/2021 0101-42200-61305 Check Sequence: 5 04/23/2021 0101-42300-52195 Check Sequence: 6 04/23/2021 4403-49300-63010 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 (0412312021 - 10:10 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: BrockWhi Brock White Company, LLC Check Sequence: 7 ACH Enabled: False 14653474-00 Creteseal & Poly for Community Garden 153.86 04/23/2021 4180-49300-61020 Check Total: 153.86 Vendor: CarrTree Can's Tree Service Check Sequence: 8 ACH Enabled: False 114288 1 PS 80 Pruner 67.00 04/23/2021 0101-43100-61205 Check Total: 67.00 Vendor: CenLink CenturyLink Check Sequence: 9 ACH Enabled: False 763 754-6713 Subway @ Community Center 55.51 04/23/2021 2130-44100-62030 763 755-0776 City Hall Service 28.74 04/23/2021 0101-41910-62030 763 755-0776 Public Works Service 28.74 04/23/2021 0101-41930-62030 763 755-0776 Fire Department Service 28.75 04/23/2021 0101-41920-62030 763 755-0776 Community Center Service 28.75 04/23/2021 2130-44000-62030 Check Total: 170.49 Vendor: CintasGK Cintas Corp - Cintas Loc #16K Check Sequence: 10 ACH Enabled: False 4081726634 Uniform Cleaning & Show Towels 97.00 04/23/2021 6100-48800-61020 4081726755 Uniform Cleaning 17.55 04/23/2021 0101-43300-61020 4081726755 Uniform Cleaning 70.16 04/23/2021 0101-45000-61020 4081726755 Uniform Cleaning 17.55 04/23/2021 5100148100-61020 4081726755 Uniform Cleaning 35.08 04/23/2021 5200-48200-61020 4081726755 Uniform Cleaning 122.81 04/23/2021 0101-43100-61020 Check Total: 360.15 Vendor: Colonial Colonial Life & Accident Check Sequence: 11 ACH Enabled: False 7156706-0501082 May 2021 Premium - E7156706 279.90 04/23/2021 0101-00000-21210 Check Total: 279.90 Vendor: CoonRapi City of Coon Rapids Check Sequence: 12 ACH Enabled: False 13185 Traffice Signal - Crosstown & 133rd 33.88 04/23/2021 0101-43400-62005 13185 Traffice Signal - Hanson & 133rd 28.30 04/23/2021 0101-43400-62005 Check Total: 62.18 Vendor: CoreMain Core & Main LP Check Sequence: 13 ACH Enabled: False 0051407 K528 Breakable Kit FLG WB -67 722.18 04/23/2021 5100-48100-61110 0054906 22 GA Cond Wire 351.35 04/23/2021 5100-48100-61035 AP -Computer Check Proof List by Vendor (04/23/2021 - 10:10 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/23/2021 - 10:10 AM) Page 3 Check Total: 1,073.53 Vendor: Dalco Dalco Check Sequence: 14 ACH Enabled: False 3768807 Car 4026200 Handle 42.00 04/23/2021 2130-44300-61020 Check Total: 42.00 Vendor: Divisi16 Division 16 Electric, LLC Check Sequence: 15 ACH Enabled: False 4977 Receptacles & Plates in Training Room 875.00 04/23/2021 0101-41920-63105 4978 Service Call for Tripped Power to Water 220.00 04/23/2021 5100-48100-63100 Check Total: 1,095.00 Vendor: ECM ECM Publishers, Inc. Check Sequence: 16 ACH Enabled: False 830235 April 27 PH 123.75 04/23/2021 0101-41500-63025 Check Total: 123.75 Vendor: ESSBroS ESS Brothers & Sons, Inc. Check Sequence: 17 ACH Enabled: False BB1608 R -3210-Q- Dump Site 768.54 04/23/2021 5200-48200-61140 BB1608 R -3210-Q - Dump Site 768.53 04/23/2021 0101-43100-61125 BB1608 R-3210-Q-DumpSite 768.53 04/23/2021 0101-45000-61105 BB1634 R-3210-Q-DumpSite 768.53 04/23/2021 0101-43100-61125 BB1634 R -3210-Q - Dump Site 768.53 04/23/2021 5300-48300-61145 BB1634 R -3210-Q - Dump Site 768.54 04/23/2021 0101-45000-61105 Check Total: 4,611.20 Vendor: FixUpThe FIXUPTHEPLACECOM LLC Check Sequence: 18 ACH Enabled: False 2020-04511 Refund Permit - Work Not Done 89.62 04/23/2021 0101-42300-52185 Check Total: 89.62 Vendor: GomilakH Heather Gomilak Check Sequence: 19 ACH Enabled: False Refund Soccer Registration 54.00 04/23/2021 2130-44400-55523 Check Total: 54.00 Vendor: Grainger Grainger Check Sequence: 20 ACH Enabled: False 9867603715 Solenoid Valve Brass 159.53 04/23/2021 510048100-61135 Check Total: 159.53 Vendor: GreyMaso Greystone Masonry, LLC Check Sequence: 21 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/23/2021 - 10:10 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 11869 Infill Area in Existing Block Wall 950.00 04/23/2021 0101-41920-63105 Check Total: 950.00 Vendor: HagforsT Ted Hagfors Inc. Check Sequence: 22 ACH Enabled: False 202106 2021 Electrical Inspections 2,745.75 04/23/2021 0101-42300-63005 Check Total: 2,745.75 Vendor: HenningJ Jodi Henninger Check Sequence: 23 ACH Enabled: False 147308151 Duplicate Permit 91.00 04/23/2021 0101-42300-52230 Check Total: 91.00 Vendor: HoffmanB Hoffman Bros. Sod, Inc. Check Sequence: 24 ACH Enabled: False 023952 Marshal 3" Uni-Cap - 263.36 04/23/2021 0101-45000-61130 Check Total: 263.36 Vendor: Insight Insight Public Sector Check Sequence: 25 ACH Enabled: False 1100824285 APC Smart -UPS C SMC1000C 288.54 04/23/2021 0101-41420-61225 1100824285 APC Smart -UPS C SMC1000C 288.54 04/23/2021 2130-44000-61225 Check Total: 577.08 Vendor: KinectEG Kinect Energy Group Check Sequence: 26 ACH Enabled: False 325692/11171502 Community Center 8,744.97 04/23/2021 2130-44000-62015 325692/11171508 Public Works 1,491.46 04/23/2021 0101-41930-62015 Check Total: 10,236.43 Vendor: LegShiel Legal Shield Check Sequence: 27 ACH Enabled: False 31833 May 2021 Premium 171.50 04/23/2021 0101-00000-21219 Check Total: 171.50 Vendor: MadNatlL Madison National Life Ins Co, Inc Check Sequence: 28 ACH Enabled: False 1438703 May 2021 LTD Premium 748.91 04/23/2021 0101-00000-21216 Check Total: 748.91 Vendor: Menards Menards Inc Check Sequence: 29 ACH Enabled: False 48563 Misc. Supplies 27.91 04/23/2021 010141920-61120 48575 Daniel Wipes & 6 Out Surge Protector 37.12 04/23/2021 0101-43300-61105 48653 Misc. Supplies 36.15 04/23/2021 0101-41920-61120 AP -Computer Check Proof List by Vendor (04/23/2021 - 10:10 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 48657 Stack Bins 71.88 04/23/2021 0101-43100-61020 48733 Misc. Supplies 205.22 04/23/2021 0101-41920-61120 48746 Misc. Supplies 243.75 04/23/2021 2130-44000-61020 48756 1 X 4 Clear Red Oak Board 9.72 04/23/2021 0101-41920-61120 48761 6 Qt Clearview Latch Box 23.92 04/23/2021 0101-42200-61005 Check Total: 655.67 Vendor: MNEquipn Minnesota Equipment Check Sequence: 30 ACH Enabled: False P17017 Chain Saw Oil 25.85 04/23/2021 6100-48800-61020 Check Total 25.85 Vendor: NCPERS NCPERS Group Life Ins Check Sequence: 31 ACH Enabled: False 312000052021 May 2021 Premium 16.00 04/23/2021 7100-00000-21218 312000052021 May 2021 Premium 160.00 04/23/2021 0101-00000-21205 Check Total: 176.00 Vendor: NexExter Nexgen Exteriors Check Sequence: 32 ACH Enabled: False 137762681 Refund Permit - Work Not Done 72.00 04/23/2021 0101-42300-52185 Check Total: 72.00 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 33 ACH Enabled: False 1921-294460 Rubber Under & Undercoat 27.96 04/23/2021 5100-48100-61135 1921-296355 Undercoat 112.08 04/23/2021 5100-48100-61135 1921-296999 Returned Undercoat -9.34 04/23/2021 5100-48100-61135 3253-121445 Oil & Fuel Filters 79.16 04/23/2021 6100-48800-61115 3253-125662 Starter Warranty Credit S -132.46 04/23/2021 6100-48800-61115 3253-144600 Brake Cleaner, Glass Cleaner & WD -40 110.70 04/23/2021 610048800-61020 3253-148915 Retuned Belts -60.78 04/23/2021 610048800-61115 3253-148920 Core Credit -10.00 04/23/2021 6100-48800-61115 3253-150507 WIX_33815 7.97 04/23/2021 6100-48800-61020 3253-156500 Copper Plugs 5.26 04/23/2021 6100-48800-61020 3253-156673 Mini Lamp 4.25 04/23/2021 6100-08800-61020 3253-156687 Oil Filters 22.72 04/23/2021 6100-48800-61115 3253-156720 Fuel & Oil Filters 40.98 04/23/2021 6100-48800-61115 3253-156854 Mini Bulb 4.24 04/23/2021 6100-48800-61020 3253-156881 Clot Treatment 19.16 04/23/2021 6100-48800-61020 3253-157054 Funnel Trio 4.99 04/23/2021 6100-48800-61205 3253-157068 Cabin Filter 28.80 04/23/2021 610048800-61115 3253-157120 Parts for Unit #T05-4829 36.78 04/23/2021 6100-48800-61115 3253422674 Absorbent 64.90 04/23/2021 6100-48800-61020 AP -Computer Check Proof List by Vendor (04/23/2021 - 10:10 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 3253-437021 Tool Credit Wrench -13.99 04/23/2021 6100-48800-61205 3253-451355 PwrAdapter & Led Strip 20.78 04/23/2021 0101-43100-61020 3253-453702 RV Antifreeze Returned -29.95 04/23/2021 6100-48800-61020 3253-467530 12W 120V LED Bulbs 55.92 04/23/2021 6100-48800-61020 3253-475106 Wiper Blades 43.18 04/23/2021 6100-48800-61115 ' 3253-480826 Fuel & Oil Filters 14.28 04/23/2021 6100-48800-61115 3253-481954 Fuel & Oil Filters 20.91 04/23/2021 6100-48800-61115 3253496140 Misc. Supplies 212.63 04/23/2021 6100-48800-61020 3253-499887 Absorbent 64.90 04/23/2021 6100-48800-61115 Check Total: 746.03 Vendor: S&Sind S & S Industrial Supply Check Sequence: 34 ACH Enabled: False 315397 Misc. Hardware 75.36 04/23/2021 0101-43200-61105 316010 Misc. Hardware 38.17 04/23/2021 0101-43200-61105 Check Total: 113.53 Vendor: ShiInter SHI International Corp Check Sequence: 35 ACH Enabled: False B13325642 Building Dept Doc Scanner 346.18 04/23/2021 0101-42300-61020 Check Total: 346.18 Vendor: SignCmf Signcrafters Outdoors Check Sequence: 36 ACH Enabled: False 55266 Repair City Message Boards 1,368.75 04/23/2021 2110-46500-63010 Check Total: 1,368.75 Vendor: SilewskM Michael Silewski Check Sequence: 37 ACH Enabled: False 148935875 Duplicate Permit 35.00 04/23/2021 0101-41600-52265 Check Total: 35.00 Vendor: CloudRef St. Cloud Refrigeration Inc. Check Sequence: 38 ACH Enabled: False 7008544 PW Veh Maint/Cold Storage/Site Wk 1,250.00 04/23/2021 4303-49300-63010 Check Total: 1,250.00 Vendor: SuperVrs Superior Vision Insurance Check Sequence: 39 ACH Enabled: False 0000514777 May 2021 Premium 157.47 04/23/2021 0101-00000-21222 Check Total: 157.47 Vendor: Timesave Timesaver Check Sequence: 40 ACH Enabled: False M26359 Park & Recreation Meeting 151.00 04/23/2021 0101-45000-63005 AP -Computer Check Proof List by Vendor (04/23/2021 - 10:10 AW Page 6 Invoice No Description Amount Payment Date Acct Number Reference M26359 City Council Meeting 564.13 04/23/2021 0101-41100-63005 Check Total: 715.13 Vendor: TrustInU Trust in Us Workplace Drug & Alcohol Testing Check Sequence: 41 ACH Enabled: False 88900 TN Onsite Collections 25.00 04/23/2021 0101-41230-63005 89778 Onsite DOT Collection 55.00 04/23/2021 0101-41230-63005 89861 TIU Onsite Collection 325.00 04/232021 0101-41230-63005 Check Total: 405.00 Vendor: USBankF,q US Bank Equipment Finance Check Sequence: 42 ACH Enabled: False 441059078 Taskalfa 4003I Copier @ Public Works 183.03 04/23/2021 0101-41930-62200 Check Total: 183.03 Vendor: Verizon Verizon Wireless Check Sequence: 43 ACH Enabled: False 9877533680 Monthly Cell Phone Service 525.13 04/23/2021 0101-45000-62030 9877533680 Monthly Cell Phone Service 124.53 04/23/2021 5200-48200-62030 9877533680 Monthly Cell Phone Service 76.52 04/23/2021 0101-43300-62030 9877533680 Monthly Cell Phone Service 295.57 04/23/2021 0101-43100-62030 9877533680 Monthly Cell Phone Service 124.53 04/23/2021 6100-48800-62030 9877533680 Monthly Cell Phone Service 324.48 04/23/2021 5100-48100-62030 9877533680 Monthly Cell Phone Service 41.51 04/23/2021 0101-41910-62030 9877533680 Monthly Cell Phone Service 60.51 04/23/2021 0101-41200-62030 9877533680 Monthly Cell Phone Service 194.55 04/232021 0101-42300-62030 9877533680 Monthly Cell Phone Service 124.53 04/23/2021 2130-44000-62030 9877533680 Monthly Cell Phone Service 73.90 04/232021 0101-41500-62030 9877533680 Monthly Cell Phone Service 311.46 04/23/2021 0101-41600-62030 9877533680 Monthly Cell Phone Service 55.51 04/23/2021 0101-41400-62030 9877533680 Monthly Cell Phone Service 346.05 04/23/2021 0101-42200-62030 9877533680 Monthly Cell Phone Service 86.52 04/23/2021 010141420-62030 Check Total: 2,765.30 Vendor: WalterRR Walters Recycling & Refuse Inc Check Sequence: 44 ACH Enabled: False 5298690 04/21 Rental Property Garbage Service 268.69 04/23/2021 4520-49300-62020 Check Total: 268.69 Vendor: WasMgmt2 Waste Management - Blaine Check Sequence: 45 ACH Enabled: False 8813228-0500-6 April 2021 Garbage Service 182.19 04/232021 0101-41920-62020 Check Total: 182.19 AP -Computer Check Proof List by Vendor (04/232021 - 10:10 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Vendor: WS&D Per WS & D Permit Service, Inc Check Sequence: 46 ACH Enabled: False 2021-01373 Refund -Job Cancelled 72.00 04/23/2021 0101-42300-52185 Check Total: 72.00 Total for Check Run: 38,810.55 Total of Number of Checks: 46 AP -Computer Check Proof List by Vendor (04/23/2021 - 10:10 AW Page 8 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 04/28/2021 - 1:46PM Batch: 00430.04.2021 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3DSpec 3D Specialties Inc. Check Sequence: 1 ACH Enabled: False 221576 Misc. Sign Supplies 409.44 04/30/2021 0101-43300-61030 Check Total: 409.44 Vendor: AESystem AE Systems, LLC Check Sequence: 2 'ACH Enabled: False 11765-2021-1 18-4 Control Wire for WTP 35,00 04/30/2021 5100-48100-61135 AP -Computer Check Proof List by Vendor (04/28/2021 - 1:46 PK Page 1 Check Total: 35.00 Vendor: AspenMil Aspen Mills Check Sequence: 3 ACH Enabled: False 273270 Uniform for Larry Elfelt 222.75 04/30/2021 0101-42200-61305 Check Total: 222.75 Vendor: AssurSec Assured Security Check Sequence: 4 ACH Enabled: False P210969 Install Fisheye Cameras 2,282.25 04/30/2021 0101-41930-63105 Check Total: 2,282.25 Vendor: BaxMech Baxter Mechanical, Inc. Check Sequence: 5 ACE Enabled: False 149960628 Refund - Address not in Andover 48.00 04/30/2021 0101-42300-52195 Check Total: 48.00 Vendor: BoyerTru Boyer Trucks Check Sequence: 6 ACH Enabled: False 02WI100 Parts to Repair Unit#78 3,023.72 04/30/2021 6100-48800-61115 02WI100 Labor to Repair Unit #78 2,112.77 04/30/2021 6100-48800-63135 07P2252 Returned Roman Motor for Unit #4820 -125.00 04/30/2021 6100-48800-61115 Check Total: 5,011.49 Vendor: BrockWhi Brock White Company, LLC Check Sequence: 7 ACE Enabled: False 14656503-00 BW Creteseal LV25 I Gal 72.48 04/30/2021 0101-43100-61020 AP -Computer Check Proof List by Vendor (04/28/2021 - 1:46 PK Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (0412912021 - 1:46 PM) Page 2 Check Total: 72.48 Vendor: Catalyst Catalyst Check Sequence: 8 ACH Enabled: False 28437 May/June 2021 Andover Newsletter 1,605.00 04/30/2021 0101-41210-63030 Check Total: - 1,605.00 Vendor: CentColl Century College Check Sequence: 9 ACH Enabled: False 813331 Fire Inspector Class 1,700.00 04/30/2021 010142200-61315 Check Total: 1,700.00 Vendor: CintasGK Cintas Corp - Cintas Loc#16K Check Sequence: 10 ACH Enabled: False 4082376677 Uniform Cleaning & Shop Towed 63.20 04/30/2021 6100-48800-61020 4082376695 Floor Mat Rental 35.75 04/30/2021 0101-41930-62200 4082376708 Floor Mat Rental 125.14 04/30/2021 510048100-62200 4082376743 Floor Mat Rental 37.46 04/30/2021 0101-41910-62200 4082376824 Uniform Cleaning 122.81 04/30/2021 0101-43100-61020 4082376824 Uniform Cleaning 17.55 04/30/2021 0101-43300-61020 4082376824 Uniform Cleaning 70.16 04/30/2021 0101-45000-61020 4082376824 Uniform Cleaning 17.55 04/30/2021 510048100-61020 4082376824 Uniform Cleaning 35.08 04/30/2021 5200-48200-61020 Check Total: 524.70 Vendor: CMTDiver CMT Janitorial Services Check Sequence: 11 ACH Enabled: False 3208 Monthly Cleaning Service 1,257.88 04/30/2021 010141910-63010 3208 Monthly Cleaning Service 1,043.12 04/30/2021 010141930-63010 3208 Monthly Cleaning Service 460.20 04/30/2021 0101-41920-63010 3208 Monthly Cleaning Service 306.80 04/30/2021 6100-48800-63010 Check Total: 3,068.00 Vendor: CoreMain Core & Main LP Check Sequence: 12 ACH Enabled: False 0022328 Omini Register Meter 329.40 04/30/2021 5100-48100-61150 Check Total: 329.40 Vendor: CrowRive Crow River Farm Equipment Check Sequence: 13 ACH Enabled: False 199882 Wall Dom Supplies 17.20 04/30/2021 6100-48800-61020 Check Total: 17.20 Vendor: ECM ECM Publishers, Inc. Check Sequence: 14 ACH Enabled: False AP -Computer Check Proof List by Vendor (0412912021 - 1:46 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 829401 Monthly Recycling Program 260.00 04/30/2021 0101-46000-63025 831270 Ordinance No. 517 61.88 04/30/2021 0101-41300-63025 Check Total: 321.88 Vendor: FamProml Family Promise in Anoka County Check Sequence: 15 ACH Enabled: False 2021 2021 Program Support 3,000.00 04/30/2021 2320-41400-63005 Check Total: 3,000.00 Vendor: Ferguson Ferguson Waterworks #2518 Check Sequence: 16 ACH Enabled: False 0470656 3 Water Air Release Valve 1,647.24 04/30/2021 5100-48100-61135 Check Total: 1,647.24 Vendor: HachCo Hach Company Check Sequence: 17 ACH Enabled: False 12400270 Both Svc-DR2800 Spec 531.00 04/30/2021 5100-48100-63010 Check Total: 531.00 Vendor: Hawkins2 Hawkins Inc Check Sequence: 18 ACH Enabled: False 4919553 Chemicals for Water Treatment Plant 1,936.98 04/30/2021 5100-48100-61040 Check Total: 1,936.98 Vendor: HenSchei Henry Schein, Inc. Check Sequence: 19 ACH Enabled: False 91980665 i -gel 02 Resus Packs 42892 04/30/2021 0101-42200-61020 Check Total: 428.92 Vendor: HighPtNw High Point Networks Check Sequence: 20 ACH Enabled: False 179487 Disaster Recovery & Backup Service 3,064.00 04/30/2021 0101-41420-62305 179487 Disaster Recovery & Backup Service 251.00 04/30/2021 2130-44000-62305 179487 Disaster Recovery & Backup Service 503.00 04/30/2021 5100-48100-62305 179487 Disaster Recovery & Backup Service 503.00 04/30/2021 5200-48200-62305 179487 Disaster Recovery & Backup Service 251.00 04/30/2021 5300-48300-62305 Check Total: 4,572.00 Vendor: HoffmanB Hoffman Bros. Sod, Inc. Check Sequence: 21 ACH Enabled: False 023949 Pea Rock 47.00 04/30/2021 5200-48200-61140 Check Total: 47.00 Vendor: InterBat Interstate All Battery Center Check Sequence: 22 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/28/2021- 1:46 PK Page Invoice No Description Amount Payment Date Acct Number Reference 1901201009372 Batteries 57.90 04/30/2021 5100-48100-61135 Check Total: 57.90 Vendor: JEAdvanc JR's Advanced Recyclers Check Sequence: 23 ACH Enabled: False 103385 Appliances, Electronics & Bulbs Recycling 270.00 04/30/2021 0101-46000-63010 103386 Appliances, Electronics & Bulbs Recycling 237.80 04/30/2021 0101-46000-63010 Check Total: 507.80 Vendor: KensTree Ken's Tree Service Check Sequence: 24 ACH Enabled: False 673 Remove Large Cottonwood Tree 2,150.00 04/30/2021 4140-49300-63010 Check Total: 2,150.00 Vendor: LeeCuls Lee Carlson Center Check Sequence: 25 ACH Enabled: False 2021 2021 Program Support 1,500.00 04/30/2021 0101-49100-63900 Check Total: 1,500.00 Vendor: LustreCl Lustre Clean by Design Check Sequence: 26 ACH Enabled: False Much/April Mar/Apr Deep Cleaning Interior Bldg. 310.00 04/30/2021 4520-49300-63105 Check Total: 310.00 Vendor: MacgEmer Macqueen Emergency Group Check Sequence: 27 ACH Enabled: False P00283 Misc. Supplies 413.11 04/30/2021 0101-42200-61005 P05035 Door Ajar Switch for Unit #12-4825 & Stock 483.92 04/30/2021 6100-48800-61115 P05051 Switch Rock 51.45 04/30/2021 6100-48800-61115 Check Total: 948.48 Vendor: MailSolu Mailing Solutions Check Sequence: 28 ACH Enabled: False 34811 Deliver Newsletter to Post Office 256.62 04/30/2021 0101-41210-61405 Check Total: 256.62 Vendor: Menards Menards Inc Check Sequence: 29 ACH Enabled: False 49049 Misc. Supplies 192.47 04/30/2021 0101-43100-61020 49055 Misc. Water Supplies 22.61 04/30/2021 5100-48100-61135 49101 Misc. Water Supplies 34.19 04/30/2021 5100-48100-61135 49203 Misc. Water Supplies 203.39 04/302021 5100-48100-61135 49244 AC2 Green Treated 6 X 6 220.85 04/30/2021 0101-45000-61020 49256 Community Garden 79.96 04/30/2021 4180-49300-61020 49274 Misc. Supplies 79.79 04/30/2021 0101-45000-61105 AP -Computes Check Proof Listby Vendor (04/2812021 - 1:46 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 49311 04/30/2021 Returned Copper Post Top 49312 6' Hammered Bronze 49356 0101-45000-61105 Misc. Water Supplies 42.90 Check Total: Vendor: MNEquipn Minnesota Equipment P17323 Parts for Unit #515 Check Total: Vendor: MRCutEdg MR Cutting Edge 3203 646.15 Ice Scraper Blade 6100-48800-61115 Check Total: Vendor: MTIDist MTI Distributing Inc 1289823-00 Seal for Unit #14-562 1296760-00 Check Sequence: 31 Landscaping Supplies 1296760-00 75.00 Community Garden Supplies 2130-44300-61020 Check Total: Vendor: MYHold MY Holdings, Inc. 4104 Clean Carpet/Windows/Restroom & Floors 4104 Check Sequence: 32 Clean Carpet/Windows/Restroom & Floors 4104 39.20 Clean Carpet/Windows/Restroom & Floors 4104 Clean Carpet/Windows/Restroom & Floors 606.08 04/30/2021 Check Total: Vendor: NMAnCaC North Metro Animal Care & Control 1056 418049300-61130 Boarding for Unclaimed Cat 1,155.43 Check Total: Vendor: NoStSign North Star Signs & Engraving 23488 Name Plates for Staff ACH Enabled: False Check Total: Vendor: NoSafety Northern Safety Technology 52234 2,000.00 Twist -Lock Strobe Tube for Unit #4884 -57.88 04/30/2021 0101-45000-61105 55.56 04/30/2021 0101-45000-61105 42.90 04/30/2021 5100-48100-61135 873.84 Check Sequence: 30 ACH Enabled: False 646.15 04/30/2021 6100-48800-61115 646.15 Check Sequence: 31 ACH Enabled: False 75.00 04/30/2021 2130-44300-61020 75.00 Check Sequence: 32 ACH Enabled: False 39.20 04/30/2021 6100-48800-61115 606.08 04/30/2021 0101-45000-61130 510.15 04/30/2021 418049300-61130 1,155.43 Check Sequence: 33 ACH Enabled: False 694.00 04/30/2021 6100-48800-63010 2,000.00 04/30/2021 0101-41910-63010 2,000.00 04/30/2021 0101-41920-63010 2,000.00 04/30/2021 0101-41930-63010 6,694.00 Check Sequence: 34 ACH Enabled: False 90.00 04/30/2021 0101-42500-63010 90.00 Check Sequence: 35 ACE Enabled: False 60.00 04/30/2021 010141910-61020 60.00 Check Sequence: 36 ACE Enabled: False 78.88 04/30/2021 610048800-61115 AP -Computer Check Proof List by Vendor (04/28/2021 - 1:46 PK Page 5 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/28/2021 - 1:46 PM) Page 6 Check Total: 78.88 Vendor: OReiAuto O'Reilly Auto Parts, Check Sequence: 37 ACH Enabled: False 3253-157227 Absorbent 129.80 04/30/2021 0101-42200-61005 3253-158448 Batteries for Units 9 114 & T-554 129.77 04/30/2021 6100-48800-61115 3253-158474 Link Kit for Unit #4824 23.16 04/30/2021 6100-48800-61115 3253-158575 Parts for Unit #4824 510.70 04/30/2021 6100-48800-61115 3253-158592 Parts for Unit #4824 195.78 04/30/2021 6100-48800-61115 3253-158595 Keychains 8.58 04/30/2021 610048800-61020 3253-158599 Lift Support for Unit #4820 28.95 04/30/2021 6100-48800-61115 3253-158807 Brake Fluid 19.96 04/30/2021 6100-48800-61020 3253-158817 Cabin Filter 9.74 04/30/2021 6100-48800-61115 Check Total: 1,056.44 Vendor: OffDepot Office Depot Check Sequence: 38 ACH Enabled: False 166647718001 CC Office Depot Supplies 70.54 04/30/2021 2130-44000-61005 166647718001 CC Office Depot Supplies 70.53 04/30/2021 2130-44300-61005 168927150001 CH Office Depot Supplies 13.91 04/30/2021 0101-41400-61005 168927150001 CH Office Depot Supplies 27.82 04/30/2021 0101-41500-61005 168927150001 CH Office Depot Supplies 6.96 04/30/2021 0101-41300-61005 168927150001 CH Office Depot Supplies 13.91 04/30/2021 0101-41230-61005 168927150001 CH Office Depot Supplies 34.78 04/30/2021 0101-42300-61005 168927150001 CH Office Depot Supplies 20.87 04/30/2021 0101-41200-61005 168927150001 CH Office Depot Supplies 20.87 04/30/2021 0101-41600-61005 168927150001 Office Supplies 27.99 04/30/2021 0101-41300-61005 Check Total: 308.18 Vendor: OPUS21 OPUS 21 Check Sequence: 39 ACH Enabled: False 210325 March 2021 Utility Billing 1,946.57 04/30/2021 0101-43600-63010 210325 March 2021 Utility Billing 1,993.12 04/30/2021 5200-48200-63010 210325 Much 2021 Utility Billing 1,771.86 04/30/2021 510048100-63010 210325 March 2021 Utility Billing 2,794.25 04/30/2021 5300-48300-63010 Check Total: 8,505.80 Vendor: S&Sind S & S Industrial Supply Check Sequence: 40 ACH Enabled: False 315478 Misc. Hardware 166.46 04/30/2021 0101-45000-61020 316006 Misc. Supplies 204.96 04/30/2021 0101-45000-61020 316252 O -Rings 1.65 04/30/2021 0101-45000-61020 AP -Computer Check Proof List by Vendor (04/28/2021 - 1:46 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proo£List by Vendor (04!2812021 - 1:46 PNl) Page 7 Check Total: 373.07 Vendor: Standpip Standpipe Prop Check Sequence: 41 ACH Enabled: False 157 Training Supplies 1,500.00 04/30/2021 0101-42200-61015 Check Total: 1,500.00 Vendor: StepSton Stepping Stone Emergency Housing Check Sequence: 42 ACH Enabled: False 2021 2021 Program Support 1,000.00 04/30/2021 2320-41400-63005 Check Total: 1,000.00 Vendor: SupSolut Supply Solutions LLC Check Sequence: 43 ACH Enabled: False 32157 Roll, Fold Paper Towel & Bath Tissue 115.16 04/30/2021 0101-41930-61025 32279 Bath Tissue, Foam Soap, Liners & Paper Towel 288.51 04/30/2021 0101-41910-61025 32281 Bath Tissue &Paper Towels 191.96 04/30/2021 6100-48800-61025 32283 Bath Tissue &Paper Towels 236.18 04/30/2021 0101-41930-61025 Check Total: 831.81 Vendor: TeamLab Team Lab Check Sequence: 44 ACH Enabled: False INVO025107 EZ Dose It 2,847.50 04/30/2021 5200-48200-61140 Check Total: 2,847.50 Vendor: TessSeed Tessman Seed Company Check Sequence: 45 ACH Enabled: False S331987 -IN Landscaping Supplies 4,624.00 04/30/2021 0101-45000-61130 Check Total: 4,624.00 Vendor: TorbensB Bob Torbenson Check Sequence: 46 ACH Enabled: False 150320489 Refund - Address not in Andover 61.00 04/30/2021 0101-42300-52195 Check Total: 61.00 Vendor: Uline Uline Check Sequence: 47 ACH Enabled: False 132548994 Reclosable Bags 209.94 04/30/2021 0101-42300-61020 Check Total: 209.94 Vendor: WellsFar Wells Fargo Bank Check Sequence: 48 ACH Enabled: False Misc. Supplies 428.49 04/30/2021 2130-44400-61020 Misc. Supplies 164.98 04/30/2021 2130-44000-61020 Misc. Supplies 72.05 04/30/2021 0101-42200-61020 AP -Computer Check Proo£List by Vendor (04!2812021 - 1:46 PNl) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 2,762.00 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/28/2021 - 1:46 PM) Page 9 Misc. Supplies 85.98 04/30/2021 6100-48800-61020 Pacts for Unit #T13-554 119.90 04/30/2021 6100-48800-61115 Zoom Software 299.80 04/30/2021 0101-49100-61220 Registration for Conference 170.00 04/30/2021 0101-41600-61315 Refund Overcharged -350.00 04/30/2021 0101-41400-61320 Unleaded Fuel 3.90 04/30/2021 6100-48800-61045 Community Center Expansion 937.18 04/30/2021 4403-49300-61020 Office Supplies 96.70 04/30/2021 0101-43100-61005 Stacked Chair Dolly 242.95 04/30/2021 0101-42200-61005 Lodging for Conference 956.76 04/30/2021 0101-42200-61310 Misc. Supplies 19.07 04/30/2021 6100-48800-61020 Parts for Units #4813, 07-191 & 18-180 236.13 04/30/2021 6100-48800-61115 Vending Machine 54.45 04/30/2021 7100-00000-24208 Tools 180.36 04/30/2021 0101-41600-61205 Misc. Supplies 119.99 04/30/2021 0101-42200-61020 Subscription 35.00 04/30/2021 0101-43200-61325 Misc. Supplies for Pickleball 144.61 04/30/2021 2130-44400-61020 Tools 212.03 04/30/2021 0101-45000-61205 Air Hose Reel 99.99 04/30/2021 0101-41930-61120 Granite Plaques 240.00 04/30/2021 4180-00000-24201 Postage 7.95 04/30/2021 0101-42200-61405 Supplies for Fire Prevent/Educat 269.00 04/30/2021 0101-42200-61060 Dues 13.00 04/30/2021 2130-44000-61320 Meals for Meeting 133.56 04/30/2021 0101-42200-61310 Pop 30.72 04/30/2021 7100-00000-24208 Advertising on Indeed for Job 15.91 04/30/2021 0101-41230-63025 Community Garden 618.69 04/30/2021 4180-49300-61020 Registration for Conference 510.00 04/30/2021 0101-43100-61315 Refund for Amazon Prime -13.92 04/30/2021 0101-43100-61020 License Plates 55.00 04/30/2021 416049300-65400 Misc. Supplies 286.32 04/30/2021 0101-45000-61020 Tool Repair for Unit#323 56.32 04/30/2021 6100-48800-61105 Food for Meeting 128.79 04/30/2021 0101-42300-61310 Check Total: 6,681.66 Vendor: WSB WSB & Associates, Inc. Check Sequence: 49 R-014276-000-15 Shadowbrook North 158.50 04/30/2021 7200-00000-24203 R-017448-000-3 AMi - Adv Metering Infrastructure 1,711.50 04/30/2021 5100-48100-63005 R-017457-000-3 Outdoor Pickleball Study 892.00 04/30/2021 4150-49300-63005 Check Total: 2,762.00 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/28/2021 - 1:46 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Ye11DogU Yellow Dog Upholstery Check Sequence: 50 6742 Track Seat Repair on Unit #78 225.00 04/30/2021 6100-48800-63135 Check Total: 225.00 Vendor: YMCAAnr YMCA of the North - Andover Check Sequence: 51 2021 2021 Water Safety Program 9,000.00 04/30/2021 0101-49100-63900 Check Total: 9,000.00 Total for Check Run: 83,201.23 Total of Number of Checks: 51 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (04/28/2021 - 1:46 PK Page 9 TO: CC: FROM: SUBJECT: DATE: AND :VER COMMUNITY CENTER Mayor and Council Members Jim Dickinson, City Administrator/ Finance Dir Erick Sutherland, Recreational Facilities Manal Accept Donation /Face Masks/Andover Community Center May 4, 2021 0 INTRODUCTION This item is in regard to approving a resolution accepting a donation of face masks donated by Biclite USA, LLC to be used for guests at the Andover Community Center. DISCUSSION Biclite USA, LLC has made a one-time contribution of face masks. ACTION REQUIRED The City Council is requested to approve the resolution accepting the contribution. Respectfully Submitted, Erick erland Attachments: Resolution 15200 HANSON BLVD. NW. ANDOVER. MN 55304 P:763-755-3238 F:763-755-8923 E: ACCINFO@ANDOVERMN.GOV WWW.ANDOVERMN.GOVI ACC CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING A DONATION OF FACE MASKS FOR VISITORS TO USE AT THE ANDOVER COMMUNITY CENTER. WHEREAS, any contributions that are to be made to the City of Andover must be accepted by the City Council; and WHEREAS, the face mask donation from Biclite USA, LLC are to be used by visitors at the Andover Community Center. NOW, THEREFORE BE IT RESOLVED by the City Council to hereby accept the contribution, which is to be used at the Andover Community Center. MOTION seconded by Councilmember Council at a regular meeting this and adopted by the City with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner - Deputy City Clerk 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Administrator Adopt 2022 Budget Development Guidelines May 4, 2021 INTRODUCTION City Administration Development process staff s preparation o Workshop. DISCUSSION and Finance are starting to focus on the 2022 Annual Operating Budget and is looking to the City Council to adopt the Council's guidelines for f the 2022 Annual Operating Budget as discussed at the April 27, 2021 The following are the proposed 2022 Budget Development guidelines for consideration by the Council: 1) A commitment to a City Tax Capacity Rate to meet the needs of the organization and positioning the City for long-term competitiveness using sustainable revenue sources and operational efficiencies. 2) A fiscal goal that works toward establishing the General Fund balance for working capital at no less than 45% of planned 2022 General Fund expenditures and the preservation of emergency fund balances (snow emergency, public safety, facility management & information technology) through targeting revenue enhancements or expenditure limitations in the 2019 adopted General Fund budget. 3) A commitment to limit the 2022 debt levy to no more than 25% of the gross tax levy and a commitment to a detailed city debt analysis to take advantage of alternative financing consistent with the City's adopted Debt Policy. 4) A comprehensive review of the condition of capital equipment to ensure that the most cost- effective replacement schedule is followed. Equipment will be replaced based on a cost benefit analysis rather than a year -based replacement schedule. 5) The use of long-term financial models that identify anticipated trends in community growth and financial resources that will help designate appropriate capital resources for future City needs. The financial models will be used in the budget planning process to ensure that key short-term fiscal targets are in line with long-term fiscal projections. 6) Continued commitment to planning targeted toward meeting immediate and long-term operational, staffing, infrastructure and facility needs. 7) A management philosophy that actively supports the funding and implementation of Council policies and goals, and a commitment to being responsive to changing community conditions, concerns, and demands, and to do so in a cost-effective manner. ACTION REQUESTED The Council is requested to adopt the proposed 2022 Budget Development guidelines. submitted, -L 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Honorable Mayor and Councilm rs CC: Jim Dickinson, City Administrate FROM: Joe Janish, Community Developme i ector SUBJECT: Consider Rezoning Request — Rezone property from M2 -Multiple Dwelling to R-4 - Single Family -Urban Part of PIN 30-32-24-43-0001; Unaddressed parcel — Tom Bakritges, Capstone Homes (Applicant — Andover 648-1 Land LLC) DATE: May 4, 2021 INTRODUCTION The City Council is requested to review the proposed request to rezone property located at the intersection of 7's and Bunker Lake Boulevard. The request is to change the zoning from M2 -Multiple Dwelling to R-4 - Single Family -Urban. DISCUSSION As with all rezonings, the City shall find one of the two following findings that are provided by state statute: The original zoning was in error. The character of the area or times and conditions have changed to such an extent to warrant the rezoning. The property is located within the Metropolitan Urban Service Area (MUSA) and also within the current stage of sewer expansion. Times and conditions have changed with the extension of municipal sewer and water into this area of the city. With the recent Comprehensive Plan Amendment the Andover Comprehensive Plan has the properties guided as Transitional Residential; which contains properties within the MUSA currently zoned rural but guided for urban development. It has been requested by the applicant with property owners consent to rezone the properties so the land can be developed into urban residential lots for the proposed development known as Andover Village. Planning and Zoning Commission Recommendation A public hearing was held on April 27, 2021. There were no public comments related to the rezoning request. The Planning and Zoning Commission provided a recommendation to rezone the property in a 6 to 1 vote. The commissioner who voted "nay" indicated they had concerns with the comprehensive plan amendment reducing the overall density and the limited variety of housing being constructed within our community. That commissioner noted they would have preferred to see the property remain at a higher density in order to provide additional housing opportunities within the community. ACTION REOUESTED The City Council is asked to consider the rezoning and the recommendation of the Planning and Zoning Commission since the property is located within the MUSA, water and sewer are available to the property, and the request is in harmony with the Andover Comprehensive Plan. Attachments Ordinance Amendment Location of Property to be Rezoned Resctfully submitted, Joe anish Community Development Director Cc: Tom Bakritges, Capstone Homes 14015 Sunfish Lake Blvd Ste. 400 Ramsey, MN 55303 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE XXX AN ORDINANCE AMENDING CITY CODE TITLE 12-3-4, ZONING DISTRICT MAP OF THE CITY OF ANDOVER. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS: City Code 12-3-4, The Zoning District Map of the City of Andover is hereby amended as follows: 1. Rezone land from M2 -Multiple Dwelling to R-4 - Single Family -Urban Residential on approximately 8.2 acres, more specifically legally described as: The Southwest Quarter of the Southeast Quarter of Section 30, Township 32, Range 24, Anoka County, Minnesota, except that part thereof lying south of the south line of Parcel 1, ANOKA COUNTYHIGHWAYRIGHT-OF-WAYPLAT NO. 22 and its westerly extension. And except Parcel 1, ANOKA CO UNTY HIGHWA Y RIGHT -OF- WA Y PLA T NO. 22 And except Parcels 20 and 20A, ANOKA COUNTY HIGHWA Y RIGHT -OF- WA Y PLA T NO. 82 2. The findings for the rezoning are that the property is located within the Metropolitan Urban Service Area and also has the ability to be served by City of Andover municipal services. Times and conditions have changed with the extension of municipal sewer and water into this area of the City. It is now appropriate to rezone the property to Single Family Urban Residential (R-4) at the request of the applicant and with the consent of the property owner to allow the properties to utilize the available municipal sewer and water. 3. All other sections of the Zoning Ordinance shall remain as written and adopted by the City Council of the City of Andover. Adopted by the City Council of the City of Andover on this 4" day of May 2021. ATTEST: Michelle Harmer, City Clerk Sheri Bukkila, Mayor Ll 91 oa+. J�qua- w oasao :e : e ee991oe e FlQ 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Honorable Mayor and Councilme bers CC: Jim Dickinson, City Administrator FROM: Joe Janish, Community Developmen 'rector SUBJECT: Consider Conditional Use Permit (CUP) / Planned Unit Development (PUD) Request - Part of PIN 30-32-24-43-0001; Unaddressed parcel — Tom Bakritges, Capstone Homes (Applicant — Andover 648-1 Land LLC) DATE: May 4, 2021 INTRODUCTION The City Council is asked to review a Conditional Use Permit (CUP)/ Planned Unit Development (PUD) for Andover Village. The proposal contains 49 Detached Townhome units on 8.3 acres. The PUD is requested by Andover 648-1 Land LLC. The PUD narrative submitted by the developer is attached for your review. 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 City of Andover has recently approved a Comprehensive Plan Amendment to change the Future Land Use map from 8 to 12 units per acre to 4 to 8 units per 2 acre on this particular property. The City Council recently adopted this amendment after Metropolitan Council's review on April 20, 2021. 2018 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: Reduce maintenance and energy costs for public facilities and infrastructure. Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents. Transportation Goals, Objectives and Policies Goal: Minimize impacts of the transportation system on the natural environment. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The only access to this neighborhood will be Bunker Lake Blvd which provides a unified main egress/ingress access into the neighborhood. The Detached Townhomes (DTH) Home Owners Association (HOA) guidelines will provide a uniform neighborhood since all the yards and open spaces are maintained by an HOA management group. The DTH's product style /product offering choices will create an environment of uniform as you walk/ travel through the neighborhood. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Each deviation that is referenced above illustrates the purpose of a PUD, whereby providing a neighborhood that is not typical in design for medium density neighborhoods. The DTH with HOA maintained yards offers a PUD style in a neighborhood that is missing in the Andover community, including many Cities in the Twin Cities Metro market area. Buyers will have an additional housing choice to choose from. Each DTH is designed with front porches that creates a sense of front yard gatherings with your neighbors. The PUD allows flexibility in design and product offerings that most neighborhoods may not offer, our proposed neighborhood does. 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. Our neighborhood will be developed in one phase, each home will be built according to construction required standards as permitted within this PUD. The marketing of the HOA maintained yards and designed standards within this PUD provides an additional feasibility of success for this neighborhood. ❖ The City Council will need to determine if the developer's proposal satisfactorily meets these required findings. Street Improvements As part of the PUD request the applicant is asking for flexibility with street improvements as it relates to the length of the cul de sac. This is consistent with the concept plan previously submitted. The city standards, PUD proposal and staff recommendations are as follows: Right of Way Width: City staff supports the proposal of a standard ROW. City Staff commented to use a larger ROW in order to allow for snow storage as the lots width will be smaller and snow storage will be needed. The applicant agreed to the request and kept the ROW at the standard. City staff also requested additional easements for snow storage at the end of the cul de sac and the applicant indicated that the Home Owners Association will be responsible to remove snow from the cul de sac when needed. Cul de Sac Length: Due to the City of Anoka's Resolution 2011-48 (see attached) this parcel has limited access to Bunker Lake Boulevard. Without being able to access the City of Anoka's road and due to access spacing guidelines a cul de sac is the only way to access this parcel. Based on these two items, the cul de sac exceeds the city requirement of the maximum 500 foot length. The applicant has however provided an emergency trail access at the end of the cul de sac to Bunker Lake Boulevard. Bunker Lake Blvd. Access: This access is proposed to be a'/4 access and the specific design details are being reviewed by Anoka County Highway Department. An emergency trail is also proposed to access Bunker Lake Boulevard. Lot Standards Lot standards in the R4 — Single Family Urban district lot requirements and PUD proposal are side by side below: * 8 lots serviced by private drives CITY CODE REQUIREMENTS PUD PROPOSAL Lot size/Net Density 10,400 sq. ft. /4-8 units per acre 4,259 sq. ft. + Lot Width 80 feet 40 feet Lot Width ROW 50 feet 40 feet* Lot Depth 130 feet Greater than 150 feet Lot Buildability 110 feet 106 feet + Land Coverage (Max % Structures) 20% 50% Lots allowed on 8.2 acres 33-66 49 proposed * 8 lots serviced by private drives 0 Setharkc mkr. CITY CODE PUD PROPOSAL Front Yard Trees REQUIREMENTS 1 Front Yard 35 feet 20 feet from City ROW 25 feet Private Drive 15 feet Porch Side Yard Garage 6 feet 5 feet 15 feet Private Drive Side Yard Home 10 feet 5 feet 15 Feet Private Drive Rear Yard Setback from City 35 feet 25 feet Street City Street Setback 35 feet 15 feet County Road Setback 40 feet 40 feet mkr. Lot Buildability The City of Andover has a requirement that 110 feet be considered "buildable" by having materials removed and meeting requirements set forth in 11-3-6: Lots: B. Buildability Requirements: 1. Residential Lots Served By Municipal Sanitary Sewer: Lots served by municipal sanitary sewer shall remove all organic material and replace with granular material with no more than five percent (5%) organic material by volume for the front one hundred ten feet (110) of depth of the lot at a minimum width of the lot as required for that zoning district by the City Code. (Amended 9118107, Ord. 355) For certain proposed lots the depth is not 110 feet and have a depth of 106 feet or more. This deviation is again consistent with the Sketch Plan. This section of ordinance was created as to prevent settling issues with decks, patios, accessory structures such as pools and sheds. The applicants engineer indicated that the 106 foot depth would still have the organic material replaced and the larger lots would then have the organic material removed up to the 110 foot requirement. 0 CITY CODE REQUIREMENTS PUD PROPOSAL Front Yard Trees 2 1 Cul de Sac Length 1 500 952+/ - Lot Buildability The City of Andover has a requirement that 110 feet be considered "buildable" by having materials removed and meeting requirements set forth in 11-3-6: Lots: B. Buildability Requirements: 1. Residential Lots Served By Municipal Sanitary Sewer: Lots served by municipal sanitary sewer shall remove all organic material and replace with granular material with no more than five percent (5%) organic material by volume for the front one hundred ten feet (110) of depth of the lot at a minimum width of the lot as required for that zoning district by the City Code. (Amended 9118107, Ord. 355) For certain proposed lots the depth is not 110 feet and have a depth of 106 feet or more. This deviation is again consistent with the Sketch Plan. This section of ordinance was created as to prevent settling issues with decks, patios, accessory structures such as pools and sheds. The applicants engineer indicated that the 106 foot depth would still have the organic material replaced and the larger lots would then have the organic material removed up to the 110 foot requirement. 0 Trees Originally the applicant had hoped to save several of the trees onsite. Unfortunately, due stormwater requirements very few, if any, trees will remain onsite. The applicant has indicated that 153 trees will be planted on the property. City code requires two trees to be placed in the front yard of the homes. However, the applicant is proposing one tree as the narrower lots are not conducive to 2 trees being placed in the front yard. The applicant has indicated that for the overall tree count for the site does exceed the 2 trees per lot. The proposal consists of a total of 153 trees to be planted. Landscape Buffer The applicant is providing for a 40 foot landscape buffer along Bunker Lake Boulevard. The City of Andover's Natural Resource Technician suggested to the applicant to utilize a "No -mow, Low -mow" seed mixture. This seed mixture has been incorporated into the landscape plan. Tree selection was also reviewed by city staff. 5 Housing Styles Within the applicants PUD Narrative the applicant provides details about the homes including: • Siding — to include two different types of siding which can include but not be limited to vinyl lap, vinyl shakes, vinyl board & batten, LP (or similar) lap, board & batten, shakes, stone, stucco, brick. • Redundancy rules — to be followed which states not identical elevations/color pallet will be duplicated on the adjacent lots or directly across the street. • Roof Pitches — shall be a minimum of 7/12 on front facing gables & 6/12 minimum everywhere else. Exception: for dormers and porch roofs to allow 3/12 to incorporate as an architectural feature. • Garage doors- will include either raised panels or glass windows. • Windows — front elevations will include a minimum of two windows and window grids. • Front elevations- shall include I architectural feature (column, shutters, porch, corbel, or louver) • Shingles- shall be an architectural grade in texture. • Each detached townhome has a covered porch as part of the front elevations • Unless noted by the plans, most of the porches are flush with the garage elevation or protrude in front of the garage. Copies of the housing plans are included within this packet for your review. Utilities Each of the lots will be served by City of Andover municipal water and sewer. City water and sewer would be provided to the site from the east as depicted below. The applicant will also provide a stub to the cast for fi Other Standards With a PUD all standards apply as typical, unless otherwise specified in the PUD request. The applicant is asking for deviations from the minimum standards as noted above. All other regulations will still apply at time of development. HOMEOWNERS ASSOCIATION (HOA) The applicant has indicated that they plan to create an HOA, which will be responsible for the following: • HOA will be responsible to "clean up" the cul de sac and clear driveways with private plow agency during and after snow fall events. The City will provide one pass through the development. • Landscaping maintenance around the entire property, landscape buffer area and maintenance of the fence on the south side of the property will be HOA responsibility. The HOA would be the entity that is responsible for the enforcement of items that might be restricted, that is otherwise permitted by City Code. It should also be noted that as individuals purchase property within the development, the buyer receives a copy of the HOA rules and requirements and title companies generally require 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. Planning and Zoning Commission Recommendation A public hearing was held on April 27, 2021. The Planning and Zoning Commission received written comments from the City of Anoka in an email dated Tuesday April 27, 2021. No other comments were received during the public hearing. The City of Anoka provided 4 items of concern a brief summary is provided below. 1. Why both parcels are not part of the development plan? The applicant is purchasing one of two parcels from the current owner. The current owner is providing an easement for ponding for the development of 49 detached townhomes. 2. The eastern parcel will be isolated, not able to get access to Bunker Lake Boulevard, the City of Andover has no plans to serve parcel with sewer and water. The eastern parcel is currently developed with one home. The parcel currently has access to Bunker Lake Blvd and 41' Avenue (City of Anoka Roadway). The City of Andover has planned to serve the property with sewer and water as this particular development will have utilities stubbed at the northwest corner. 3. The City of Anoka Passed a resolution in 2011-48 which states no access will be allowed from development in the City of Andover onto 41't Avenue in Anoka. Review of the 2011-48 resolution item 3 states: "Based on the current land uses for the undeveloped property located in the southeast quadrant of the CSAH 1161CSAH 7 intersection, and the negative impacts it creates for property lying within the Anoka municipal boundaries, the City of Anoka will not permit a travelway connection to 41s` Avenue, nor extend utilities to serve said property. " The "eastern" parcel is developed as it has one home on the property. 4. The City of Anoka supported the Comprehensive Plan Amendment for this project with the understanding that all parcels located north of 415 street in Anoka and south of Bunker Lake Blvd. in Andover would be served by access and utilities from the City of Andover. The property will have approximately 1 acre of upland for potential development at 8 to 12 units per acre under the current configuration. If a roadway where to be extended as requested by the City of Anoka and the current layout of the flood plain (Atlas 14) and wetlands it would be expected that less than one acre of upland would be usable for development. Both cities would then have roadways paralleling each other providing inefficient use of city infrastructure. The Andover Planning Commission questioned the reasonableness and future use of tax dollars to maintain a second roadway that would parallel another city roadway that would reduce potential development in the area. The discussion also noted the property currently has access and has the ability to connect to the City of Andover utilities. The Andover Planning and Zoning Commission unanimously provided a recommendation to approve the request as submitted with the contingencies identified in the resolution. Respectfully submitted, a, �D Joe lanish Community Development Director Attachments Draft Resolution of Approval. 9 Draft Resolution of Denial .12 Applicants Narrative .14 2018 Comprehensive Plan Goals .19 City of Anoka's Resolution 2011-48 . .31 Public Hearing Notification Area .33 Location Map . .34 Housing Plans. .35 Engineer Letter w/Responses dated April 22, 2021 .66 City of Anoka Comment "letter" dated April 27, 2021 .68 Preliminary Plat Plan Sheet .70 Landscaping Plan Sheet .91 Cc: Tom Bakritges, Capstone Homes 14015 Sunfish Lake Blvd Ste. 400 Ramsey, MN 55303 W CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA IMWQ1WgA A RESOLUTION APPROVING THE CONDITION USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY LGA ANDOVER, LLC (OWNER)/ANDOVER 648-1 LAND, LLC (APPLICANT), AS SHOWN AS ANDOVER VILLAGE PRELIMINARY PLAT, LEGALLY DESCRIBED AS: The Southwest Quarter of the Southeast Quarter of Section 30, Township 32, Range 24, Anoka County, Minnesota, except that part thereof lying south of the south line of Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 and its westerly extension. And except Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 And except Parcels 20 and 20A, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 82 WHEREAS, Andover 648-1 Land, LLC has requested a Conditional Use Permit for a Planned Unit Development (PUD) for Andover Village, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit / Planned Unit Development request, and; WHEREAS, the City Council of Andover has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9 because: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The City of Andover has recently approved a Comprehensive Plan Amendment to change the Future Land Use map from 8 to 12 units per acre to 4 to 8 units per acre on this particular property. The City Council recently adopted this amendment after Metropolitan Council's review on April 20, 2021. 2018 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 10 Land Use Goals, Objectives and Policies Goal: Reduce maintenance and energy costs for public facilities and infrastructure. Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents. Transportation Goals, Objectives and Policies Goal: Minimize impacts of the transportation system on the natural environment. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The only access to this neighborhood will be Bunker Lake Blvd which provides a unified main egress /ingress access into the neighborhood. The Detached Townhomes (DTH) Home Owners Association (HOA) guidelines will provide a uniform neighborhood since all the yards and open spaces are maintained by an HOA management group. The DTH's product style /product offering choices will create an environment of uniform as you walk/travel through the neighborhood. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Each deviation that is referenced above illustrates the purpose of a PUD, whereby providing a neighborhood that is not typical in design for medium density neighborhoods. The DTH with HOA maintained yards offers a PUD style in a neighborhood that is missing in the Andover community, including many Cities in the Twin Cities Metro market area. Buyers will have an additional housing choice to choose from. Each DTH is designed with front porches that creates a sense affront yard gatherings with your neighbors. The PUD allows flexibility in design and product offerings that most neighborhoods may not offer, our proposed neighborhood does. 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. Our neighborhood will be developed in one phase, each home will be built according to construction required standards as permitted within this PUD. The marketing of the HOA maintained yards and designed standards within this PUD provides an additional feasibility of success for this neighborhood. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby approve the Conditional Use Permit/ Planned Unit Development for Andover Village on the above legally described property with the following conditions: 1. Applicant shall address staff comments in Engineers review letter dated April 22, 2021. 2. Upon approval action by Andover City Council of Preliminary Plat Andover Village, it shall be incorporated into the PUD. 3. The following deviations shall be permitted from the R-4 zoning district with the PUD: a. LOT STANDARDS: 1101 11 ' 8lots serviced by private drives b. SETBACKS: CITY CODE RE UIR� PUD PROPOSAL Lot size/Net Density 10,400 sq. ft. 14-8 units per acre 4,259 sq. ft. + Lot Width 80 feet 40 feet Lot Width ROW 50 feet 40 feet" Lot Depth 130 feet Greater than 150 feet Lot Buildability 110 feet 106 feet+ Land Coverage (Max % Structures 20% 50% Lots allowed on 8.2 acres 33-66 149 proposed ' 8lots serviced by private drives b. SETBACKS: C. MISC: 4. CITY CODE PUD PROPOSAL PUD PROPOSAL RE UIREW- NTS Front Yard 35 feet 20 feet from City ROW 25 feet Private Drive 500 52+/_ 952+/- 15 feet Porch Side Yard Garage 6 feet 5 feet 15 feet Private Drive Side Yard Home 10 feet 5 feet li Feet Private Drive Rear Yard Setback from City 35 feet 25 feet Street City Street Setback 35 feet 1 15 feet CountyRoad Setback 1 40 feet 1 40 feet C. MISC: 4. CITY CODE REQUIREMENTS PUD PROPOSAL Front Yard Trees 2 1 Cul de Sac LenZh 500 52+/_ 952+/- 4. The applicant shall construct Liberty Series homes as presented to the City during their April 27, 2021 and May 4, 2021 public meetings; which are on file at the City of Andover. 5. The applicant shall establish a Homeowners Association to handle maintenance of landscaping and snow removal, including the potential hauling of snow from the site and clearing of the proposed cul de sac (141" Lane NW). 6. The applicant shall be responsible for access approval by Anoka County Highway Department and construction costs associated with the access. Adopted by the City Council of the City of Andover on this 41h day of May, 2021. CITY OF ANDOVER ATTEST: Michelle Harmer, Deputy City Clerk Sheri Bukkila, Mayor 11 12 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA E: 0wilw A RESOLUTION DENYING THE CONDITION USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY LGA ANDOVER, LLC (OWNER)/ANDOVER 648-1 LAND, LLC (APPLICANT), AS SHOWN AS ANDOVER VILLAGE PRELIMINARY PLAT, LEGALLY DESCRIBED AS: The Southwest Quarter of the Southeast Quarter of Section 30, Township 32, Range 24, Anoka County, Minnesota, except that part thereof lying south of the south line of Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 and its westerly extension. And except Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 And except Parcels 20 and 20A, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 82 WHEREAS, Andover 648-1 Land, LLC has requested a Conditional Use Permit for a Planned Unit Development (PUD) for Andover Village, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does not meet the criteria of City Code and would have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and determined that said request does meet the criteria of City Code and 13-3-9; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; the proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries; and the proposed development does demonstrate how each modified or waived requirement contributes to achieving the purpose of a PUD; 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, and: WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit/Planned Unit Development request, and; WHEREAS, the City Council of Andover has reviewed the request and disagrees with he Planning and Zoning Commissions recommendation and determined that said request does not meet the criteria of City Code and 13-3-9 because: 1. 2. 12 3. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby deny the Conditional Use Permit on the above legally described property for a Planned Unit Development for Andover Village due to the following findings: 1. 2. 3. Adopted by the City Council of the City of Andover on this 4a' day of May, 2021. Is) IWdWWI' �►Ll116M 7 ATTEST: Michelle Harmer, Deputy City Clerk Sheri Bukkila, Mayor 13 13 CAPSTONE H O M E S Date: April 6, 2021 (revised per City comments 2/26/21 and 3/31/21) To: Joe Janish, City of Andover Re: "Andover Village" — Southeast of Bunker Lake Boulevard and 7" Avenue Property: The property consists of about 8.3 acres. The site is generally flat with trees along the west, south and east perimeter. The neighborhood project area is bounded by Bunker Lake Boulevard on the north and 411t Avenue in Anoka alongthe south boundary. There are existing single-family homes to the south in Anoka, a commercial property known as Slims Auto Body Shop directly west, a rural lot to the east and undeveloped property to the north. Housing Product: We are requesting a Planned Unit Development (PUD), to design a neighborhood of 40' wide Detach Townhome lots. This is a housing product that the housing market is demanding currently. We are building these detached townhomes in the Cities of Ramsey and St. Michael and more are planned in the metro area. This neighborhood will consist of 49 Detached Townhomes that will be HOA maintained. We are proposing to introduce Detached Townhome housing product styles in this neighborhood. Each housing style will have front elevations to choose from. Each housing style has its own floor plan. Each style will have options such as colors horizontal and vertical siding, etc. With the uniqueness of this detached townhome housing product, the maximum lot coverage to be increased to 50%. Land Use and Zoning: The 2018 comprehensive plan classifies the property as Urban Residential Medium (URM) which has a density of 8-12 units/acre. Our Planned Unit Development (PUD) and Comprehensive Plan Amendment request's will involve a density change to 4-8 units/acre to achieve the proper density forthis property. The submitted Preliminary Plat shows about 5.91 units/acre gross with the use of Detached Townhome lots. A Conditional Use Permit (CUP) to Planned Unit Development (PUD) is being requested. Infrastructure: The proposed concept will require a 950' public ROW cul-de-sac on the west side of the project area on Bunker Lake Boulevard to access the proposed lots. Because of the classification of Bunker Lake Boulevard and its proximity to the intersection of North 71h Street a''%access is proposed from Bunker Lake Blvd; there will not be an additional access point allowed, as the City of Anoka has adopted Resolution 2011-48 preventing a trailway connection to 41" Avenue. We are proposing a trail segment on the west end of the development that would allow for emergency vehicle access. A basin / CAPSTONE HOMES, INC. 14015 SUNFISH LAKE BLVD, SUITE 400 1 RAMSEY, MN 55303 0:763-427-30901 F:763-712-9060 14 'S stormwater pond is being proposed just east of the site. City sewer and water is located on the east side of the project, adjacent to Bunker Lake Boulevard. Landscaping: As depicted on the landscape plan, we are proposing along Bunker Lake Boulevard a 40' Landscape Buffer area that will contain a combination of coniferous and deciduous trees with an undulating berm across the entire landscape buffer area. The trees will be staggered by on the undulating berm location. Based on the existing conditions and for grading purposes all the trees will be removed from the property. Note: it may be determined in the field that some of the existing trees could be saved. The landscape plan depicts the installation of coniferous and deciduous trees along the boundary of the entire property to enhance our lots and provide a buffer area from adjacent properties. The HOA would maintain these screening areas, plus the existing fence along the south boundary. Our landscape plan depicts a minimum of 2 trees per lot. On many lots up 6 trees. We are required to have 98 trees for 49 lots. Our proposal consists of a total of 153 trees to be planted, far exceeding the minimum's. The lots are 40' in width, to plant 2 trees in the front yard would not fit properly. Installing trees in the front and rear yards and along the perimeter of the property is a much better approach for survival for the neighborhood landscaping. Stormwater: As depicted on the grading plan, we are proposing contiguous raingardens, sodded / seed mix with underdrain and rock section along the rear yards on the north and south boundaries of the neighborhood. A pretreatment basin will be located with a pond along the east boundary of the neighborhood. The basin / pond will be within an easement exclusively for this neighborhood. Desirable PUD Design Qualities (13-3-11): A. Our plan achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design. Due to our ingress/ egress access on the eastside of the property, the center road layout will provide extra depth lots, along the north and south boundaries. B. Our plan provides convenient and safe access for vehicles and pedestrians with a cul-de-sac street and pedestrian trial access at the west end which does not limit outdoor activity as part of the proposed development. C. Our plan provides a buffer between different uses of adjacent properties and roadways. Our neighborhood will provide a transition housing buffer for the residents to the south from Bunker Lake Boulevard. D. Our proposed landscape plan depicts the new trees that will replace the existing stands of trees along the west, south and east boundaries. In this case the existing conditions / quality of trees eliminates the preservation of the existing stand of trees. E. Our plan provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. The 40' landscape buffer with coniferous and deciduous trees will complement the new trees that will be planted on all CAPSTONE HOMES, INC. 14015 SUNFISH LAKE BLVD, SUITE 400 1 RAMSEY, MN 55303 0:763-427-30901 F:763-712-9060 15 IS perimeters of the property. The proposed pond will be enhancing landscaping treatment along the east boundary of the neighborhood. F. Our plan is preserving the necessary useable space for the individual lots. Many of our lots have a depth up to 161' to allow for useable space in rear -yards. G. Our plan provides an attractive streetscape using road design with a slight bend and front yard landscaping to be offset. H. The proposed Detached Townhome's within the development will demonstrate quality architectural design and the use of high-quality building materials for unique design and detailing. • Siding -To include two different types of siding which can include but not be limited to Vinyl Lap, Vinyl Shakes, Vinyl Board & Batten, LP (or similar) Lap, Board & Batten, Shakes, Stone, Stucco, Brick. 1. Our plan demonstrates that the screening amenities and the Detached elevation plans are qualities of the PUD development are beneficial and in the public interest to allow the development to be approved. Architectural Standard Guidelines: • Redundancy rules -to be followed which states no identical elevations/color pallet will be duplicated on the adjacent lots or directly across the street. • Roof pitches -shall be a minimum of 7/12 on front facing gables & 6/12 minimum everywhere else. Exception: for dormers and porch roofs to allow 3/12 to incorporate as an Architectural feature. • Garage doors- will include either raised panels or glass windows. • Windows- Front elevations will include a minimum of two windows and window grids. • Front Elevations- Shall include 1 architectural feature (Column, Shutters, Porch, Corbel, or Louver). • Shingles- Shall be an Architectural grade in texture. • Each DTH has a covered porch as part of the front elevations. • Unless noted by the plans, most of the porches are flush with the garage elevation or protrude in front of the garage. • Screening amenities such as: Lawn and open space areas maintained bythe HOA. Due to the existing classification of ROW zoning and guide plan density of 8 to 12 units / per acre, this PUD request of 4 to 8 units / acre is in character and the intent of the City's vision. Our plan does deviate from certain setback codes within the City Code Standards of R-4 and M-2. Our proposed standards are: • Lot Width -40' • Lot Depth —106' (shortest in depth) to 161' (largest in depth). Only 2 lots = 106' in depth, this eliminates two additional driveways on to the private drives. • Buildable Lot Depth — 50' to 65'. 50' (pad depth on 2 Lots 33 and 34 — 60' pad depth on 7 Lots 1- 7) feet to 65 feet (40 lots will contain the normal pad depth). • Lot Area — 4,259 sf to 10,404 sf • Land Coverage —50% CAPSTONE HOMES, INC. 14015 SUNFISH LAKE BLVD, SUITE 400 1 RAMSEY, MN 55303 0: 763-427-3090 1 F: 763-712-9060 -21 1P • Cul -de -sac -950' +/-. This site is limited to one access on Bunker Lake Blvd due to its approximate distance from the 7`h / BLB intersection. In addition, Per the Anoka Resolution that states no direct access on to 4111 Avenue. • Front Yard Setback -20' ROW, 25' Private Drive, 15' Porch • Side Yard Setback— 5' Property, 15 Private Drive • Rear Yard Setback— 25' - The 25' rear yard setback is requested as part of the PUD, 35' rear yard setback is not conducive for this medium density DTH product. Unfortunately, with Anoka's Resolution to restrict future Andover residents any kind of access 41" Street, in our opinion, the rear yard setback of 35' should not even apply in this case. Abutting the south property line our proposed lot's range in depth from 126' to 155' with new landscaping to be installed and an existing fence that will continue to provide buffer along the ROW of 4111 Street. • Setback County Road -40' However, to provide a Detached Townhome product that meets the intent of the design standards, it is important to remember this is a product offering that will allow our Buyer's with adequate space and an HOA maintained yard. Findings (13-3-9): A. The proposed development is not in conflict with the goals of the Comprehensive plan of the City. As requested, the Comprehensive Plan Amendment would be within the density and goals upon approval of the Amendment. B. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundary. The only access to this neighborhood will be Bunker Lake Blvd which provides a unified main egress / ingress access into the neighborhood. Our DTH's HOA guidelines will provide a uniform neighborhood since all the yards and open spaces are maintained by an HOA management group. The DTH's product style / product offering choices will create an environment of uniform as you walk / travel through the neighborhood. C. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD. Each deviation that is referenced above illustrates the purpose of a PUD, whereby providing a neighborhood that is not typical in design for medium density neighborhoods. The DTH with HOA maintained yards offers a PUD style in a neighborhood that is missing in the Andover community, including many Cities in the Twin Cities Metro market area. Buyers will have an additional housing choice to choose from. Each DTH is designed with front porches that creates a sense of front yard gatherings with you neighbors. The PUD allows flexibility in design and product offerings that most neighborhoods may not offer, our proposed neighborhood does. D. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon and subsequent unit. (Ord. 298, 8-4- 2004). Our neighborhood will be developed in one phase, each home will be built according to construction required standards as permitted within this PUD. The marketing of the HOA maintained yards and designed standards within this PUD provides an additional feasibility of success for this neighborhood. CAPSTONE HOMES, INC. 14015 SUNFISH LAKE BLVD, SUITE 400 ( RAMSEY, MN 55303 0: 763-427-3090 1 F: 763-712-9060 11 /% WE We are excited to propose this newest neighborhood in Andover and look forward to working with the City as we move forward. Sincerely, Tom Bakritges Land Project Manager CAPSTONE -H0MES— CAPSTONE HOMES, INC. 14015 SUNFISH LAKE BLVD, SUITE 400 1 RAMSEY, MN 55303 0:763-427-30901 F:763-712-9060 '� ND�VEA 2018 Comprehensive Plan Update 1 -3 Goals, Objectives and Policies The following pages describe the goals of the community and the strategies that are employed to achieve them. The goals, objectives and policies are structured according to the topic that they address. However, it is important to remember that these statements are interrelated. As a result, the cause and effect for each topic must be considered when decisions concerning the Comprehensive Plan are made. For the purposes of this plan these terms are defined as follows: Goal: A statement that expresses a desired outcome or state of affairs. Objective: A statement that provides direction on how the goal will be achieved Policy: A specific action that will be taken or a general rule that will be applied to a specific situation Overarching Goals, Objectives and Policies Goal 1: Maintain and enhance the quality of life in Andover Objective: Efficiently provide basic services to improve all aspects of the city that contribute to quality of life including land use, public safety, transportation, recreation, health, education, and resource preservation Policy: Prepare, implement, periodically evaluate and update local controls such as: • Comprehensive Plan • City Code • Capital Improvement Plan • Water Resource Management Plan • Stormwater Pollution Prevention Program • Parks and Open Space Plan Objective: Preserve the rural character of the community Policies: • Preserve the Rural Residential Planning Area Designation Identified by the Metropolitan Council 2040 Regional Development Framework • Plan the efficient expansion of municipal sewer and water through implementation of the Land Use Plan • Preserve natural areas through implementation of the Parks and Open Space Plan I9 NDOVE_ 2018 Comprehensive Plan Update 1 -4 Goal 2: Maintain a high degree of community planning and involvement Objective: Ensure an open and accessible local government that is responsive to the needs of residents Policies: • Provide access to information in a variety of forms including the newsletter, official newspaper, web site and televised meetings • Maintain healthy relationships with residents, businesses, community groups, school districts, and government agencies to ensure all points of view are represented • Promote participation in citizen advisory committees • Consider all available information and the potential impacts on all aspects of the community when making land use decisions • Maintain a mix of land uses, including schools, professional and medical office, retail, community and park facilities to provide a vital node of activity in the vicinity of City Hall, as well as along major corridors • Encourage resident involvement through the public hearing process and utilize a variety of public hearing notification methods including direct mailing, publication in the official newspaper and signs placed on subject properties Goal 3: Maintain the Comprehensive Plan as a relevant official document Objective: Consider Comprehensive Plan amendments that better achieve the goals, objectives and policies of the Comprehensive Plan Policies: • Adhere to the goals, objectives and policies of this Comprehensive Plan to prevent incremental decision making that adversely affects the intent of the plan • Review Comprehensive Plan text amendments with the following criteria: o A public need for the proposed amendment can be identified o The proposed amendment is the best way to satisfy that need o The amendment is consistent with the goals, objectives and policies of the Comprehensive Plan 0 CI'1'1' OI' NDOVE 2018 Comprehensive Plan Update 1 - 5 1 o The amendment is in the best interest of the City of Andover as determined by the City Council • Review Comprehensive Plan amendments concerning a proposed land use change with the following criteria: o Conditions have changed since the present land use designation was established such to warrant the proposed amendment or the present land use designation is in error o The proposed land use is compatible with surrounding land uses and with the goals, objectives and policies of the Comprehensive Plan o There is capacity of public systems, facilities and services to serve the proposed land use and capacity of these systems to serve other planned land uses is not adversely affected o Agreement can be reached for the applicant of the proposed land use to pay for any increased capacity of public systems, facilities and services required to serve the proposed land use o Potential impacts by the proposed land use on natural resources including vegetation, wetlands, floodplain and other natural features can be avoided or sufficiently mitigated as determined by the City Council o To ensure a transition or buffer between urban and rural residential zoning districts Land Use Goals, Objectives and Policies Goal 4: Allow residential growth while maintaining the quality of natural resources and amenities Objective: Clearly define areas for urban and rural residential development Objective: Promote orderly growth to ensure efficient utilization and delivery of community services Objective: Prevent extension of infrastructure that is inconsistent with the Comprehensive Plan Objective: Work cooperatively with resource protection agencies and organizations to minimize the impact of development on natural resources and amenities Objective: Create opportunities for the city to preserve open space, nature preserves and natural amenities through review of development proposals and implementation of the Parks and Open Space Plan NDOVE 2018 Comprehensive Plan Update 1 - 6 Z Z. Policies: • Maintain a Municipal Urban Service Area (MUSA) Boundary to define the boundary between the Developing Community and Rural Residential planning area designations of the 2040 Regional Development Framework • Stage urban development within the MUSA Boundary to ensure orderly growth and cost-efficient expansion of infrastructure • Review and update the staging plan periodically to address changes in times and conditions • Prohibit platting of property without municipal sewer and water within the MUSA Boundary; except for properties that cannot be feasibly developed at an urban capacity. • Restrict lot splits without municipal sewer and water within the MUSA Boundary • Encourage infill development within the MUSA Boundary with appropriate transitions to existing neighborhoods • Allow rural development outside of the MUSA Boundary consistent with the Rural Residential Land Use Designation • Require existing conditions information to be provided during the development review process to allow evaluation of opportunities to preserve and protect natural features and open space • Engage local watershed management organizations and other appropriate agencies and organizations in the review of development proposals Goal 5: Encourage appropriate economic growth and redevelopment Objective: Develop a diversified tax base through balanced development of commercial, light industrial, and residential properties Objective: Create cohesive vibrant retail hubs to serve the community by aggregating commercial land uses along Bunker Lake Boulevard Objective: Select strategic locations for neighborhood and community commercial sites and establish design performance standards for such uses that promote quality site design and compatible land use arrangements Objective: Prevent the intensification of neighborhood commercial areas that may negatively affect surrounding residential properties 22- NDOVE 2018 Comprehensive Plan Update 1 23 Policies: • Maintain the existing commercial nodes along Hanson Boulevard, Bunker Lake Boulevard, Round Lake Boulevard, Crosstown Drive and 7t" Avenue as cohesive, interrelated nodes of commercial activity • Prevent fragmented, uncoordinated and linear commercial development away from these locations • Provide limited opportunities for commercial development in other areas of the city only when demand is demonstrated with a professionally prepared market study • Ensure that new development and redevelopment has a positive impact on the community by providing appropriate transitions and demonstrating compliance with the City Code • Promote redevelopment of existing industrial zones to accommodate industrial development, enhance community appearance and tax base • Allow limited industrial development within Andover Station North when the use, site design, and building architecture are compatible with the existing and planned uses within this commercial center • Encourage continued investment in the Andover North regional shopping area Goal: Protect and develop access for alternative energy systems Objective: Preserve reasonable access to all parcels so that alternative forms of energy can be used to supplement or replace conventional forms of energy Policies: • Encourage and support educational programs and research that focuses on alternative or renewable energy systems such as offered by Metro Cities, University of Minnesota Extension Services, Minnesota Office of Environmental Assistance, Anoka County and other organizations • Encourage the possible use of solar energy in future housing developments • Encourage future site and building plans to design for efficient use of solar energy including such elements as the location of windows, shade trees, and driveways Goal: Reduce maintenance and energy costs for public facilities and infrastructure 13 ANO—VE-11A O 2`l 2018 Comprehensive Plan Update 1 - 8 Objective: Where feasible, use low energy design elements for future public facilities and infrastructure development Policy: • Explore alternative energy sources when replacing systems in public facilities Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents Goal: Remain responsive to housing market demands through implementation of the Land Use Plan Objective: Utilize the existing housing stock to provide a portion of the affordable housing demand projected by the Metropolitan Council Objective: Utilize local controls to provide opportunities for a variety of housing types, including affordable housing Objective: Continue to work with agencies that provide affordable housing and housing for residents with special needs , Policies: • Work with property owners to identify sources of funding for home improvements to prevent deterioration of the city's older homes • Support Anoka County's efforts to implement the Five -Year Consolidated Plan • Utilize the planned unit development review process for medium and high-density residential projects to encourage more efficient allocation of density and intensity of land use and get higher quality development while providing amenities not otherwise achievable with existing zoning classes. • Support public service agency applications for the Community Development Block Grant Program 24 nTDOVE 2018 Comprehensive Plan Update 1 - 9 1.5 Transportation Goals, Objectives and Policies Goal: Provide a safe and efficient transportation system that is cost effective and serves the existing and future access and mobility needs of the City Objective: Ensure adequate internal and external transportation access and links for efficient movement of people and goods Objective: Provide a transportation system that enhances quality economic development within the City Objective: Provide a transportation system that meets the varied needs of Andover residents Objective: Consider the mobility needs of all persons in the planning and development of the transportation system Objective: Continue to support Anoka County Transportation Department applications for safety improvements of roadways Policies: • Provide for early and continuing citizen involvement in transportation planning and implementation of projects Provide a roadway system within a functional hierarchy that accommodates existing and future travel demands by providing the necessary design features to satisfy the roadway's intended use Provide sufficient roadway capacity through the construction of transportation system improvements that accommodate existing and future demand • Require construction of transportation system improvements in conjunction with new developments when the need is created by the new development Require payment for future transportation improvements as a part of development approval proportionate to the demand created by new developments • Ensure that all components of the transportation system are maintained and developed to the highest standards to insure against detrimental impact upon community growth • Utilize the Capital Improvement Plan to schedule projects that increase public safety by minimizing hazards and correcting poorly designed intersections and access points Z� ANbv>, 2018 Comprehensive Plan Update 1-10 Goal: Provide a coordinated transportation system that is compatible with adjacent municipality, Anoka County, Metropolitan Council and State of Minnesota transportation plans Objective: Coordinate transportation planning and transportation system improvements with other government agencies to increase efficiencies Objective: Increase opportunities for funding of local transportation system improvements from federal, state and county funding sources Policies: Coordinate grant applications and other funding requests, when appropriate, with neighboring municipalities, as well as state, regional and county agencies Coordinate participation of Anoka County and adjacent cities, where appropriate, in the provision of Transportation Plan elements Goal: Provide multi -modal transportation options whenever and wherever feasible and advantageous Objective: Periodically evaluate potential ridership and feasibility of joining the Metropolitan Transit Taxing District to provide additional transit options for Andover residents Policies: Identify locations for park and ride facilities and preserve the ability to implement these facilities in the future Promote ridesharing and increased vehicle occupancies throughout the City Goal: Minimize impacts of the transportation system on the natural environment Objective: Ensure environmentally sensitive implementation of the transportation system through the planning, design and construction of improvements Objective: Consider the impacts of improvements to the existing transportation system on land use, environmental, social, historic, and cultural resources R1 ANDOV� 2018 Comprehensive Plan Update 1 -11 Z i Policies: Adhere to best management practices and all components of the Implementation Plan during the planning, construction and maintenance of the transportation system • Separate non -motorized traffic from arterial and collector roadways • Encourage joint parking facilities to conserve land Goal: Enhance accessibility by providing an interconnected multi- use trail system Objective: Provide an accessible trail system that links residential neighborhoods, commercial developments, and park areas Objective: Utilize multiple funding sources to complete the regional and local trail systems Objective: Coordinate trail construction with street improvement projects, new development, expansion and redevelopment projects Policies: • Maintain a map of existing and future local and regional trails and coordinate trail planning, construction and maintenance in the Capital Improvement Plan • Fund regional trail system improvements adjacent to residential properties with trail fees collected from new residential developments • Require regional trail construction adjacent to commercial and industrial properties, where shown on the trails plan, in conjunction with development, expansion and redevelopment projects • Require local trail construction adjacent to residential, commercial and industrial properties, where shown on the trails plan, in conjunction with development, expansion and redevelopment projects Develop trails in accordance with the American Association of State Highway Transportation Officials (AASHTO) standards • Coordinate trail and sidewalk improvements, where appropriate, with Anoka County and neighboring cities V N&VI 2018 Comprehensive Plan Update 1-12 'L� Water Resources Goals, Objectives and Policies These goals, objectives and policies are included within the City of Andover Water Resource Management Plan and Water Supply Plan. These are separate documents that have been adopted as a component of the Comprehensive Plan. Parks and Open Space Goals, Objectives and Policies Goal 1: Provide parks and facilities that meet present park needs and plan for the future needs of the city Objectives: a. Maintain and upgrade current park facilities b. Evaluate existing conditions and future growth projections to determine the types of parks and facilities needed to complete the park system C. Provide more passive recreation opportunities d. Provide for a balance among active and passive recreation areas and activities e. Provide recreation facilities for all age groups and abilities within the city f. Design and maintain recreation areas with appropriate lighting, landscaping, parking, and shelter design g. Consider the Site Selection Criteria established in the Parks and Open Space Plan and the standards of the National Recreation and Park Association in the planning and design of the park system Policies: • Implement a maintenance schedule for the grounds and facilities within the current park system • Aggregate resources from local, state and federal sources to complete planned improvements as scheduled in the Capital Improvement Plan • Maintain and Update the Park Study as a guide for the number, size, type and location of parks and facilities needed to complete the park system to serve the needs of residents FE C 1 1' Y l> � 1V 2018 Comprehensive Plan Update 1 - 13 4141 • Accept only lands suitable for park and recreation purposes as fulfillment of the parkland dedication requirements. • Utilize the Capital Improvement Plan to schedule replacement of existing park facilities and installation of new facilities • Utilize the Park and Recreation Commission to advise the Council on matters relating to parks, recreation and park facilities • Provide regulations and policies for park use and park dedication • Consider the adopted Guidelines for Field Usage by Youth Athletic Associations • Work cooperatively with other organizations and government agencies to enhance local and regional park systems Goal 2: Promote, protect, preserve and enhance the City's natural resources and open space for the enjoyment of residents, protection of water and air quality and the preservation of wildlife habitat Objective: Consider development of passive, nature -related recreation or conservancy areas on sites found to be suitable for these purposes Objective: Identify appropriate areas for preservation through analysis of natural features, the Site Selection Criteria established in the Parks and Open Space Plan and the Land Use Plan Objective: Plan for and provide connections with the park and trail systems in a manner that both preserves and allows public enjoyment of natural areas Objective: Seek to provide buffer areas adjacent to significant natural resources and parks Policies: • Work collaboratively with property owners in the preservation of open space • Permanently protect open space with conservation easements, even when fee title acquisition and other methods are used • Prepare, implement and monitor the effectiveness of conservation plans that address the specific characteristics of the various types of natural areas • Utilize the Open Space Advisory Commission to advise the Council on matters concerning preservation of open space Z0f NDOVE'36 2018 Comprehensive Plan Update 1-14 Prevent incompatible land uses from locating adjacent to parks and open space areas through implementation of the Land Use Plan and zoning regulations • Work cooperatively with other organizations and government agencies to acquire and enhance open space areas within the city • Recognize preservation of nature preserves and open space as a benefit in Planned Unit Developments 30 ANREAL. CLASSIC. 2015 First Avenue, Anoka, MN 55303 Phone: (763) 576.2700 Website: wwwv.ci.anoka.mn.us CITY OF ANOKA, MINNESOTA RES -9011-48 MEMOR ALIZING THE CITY'S POSITION REGARDING THE PLANNED LAND USE NORTH OF 41ST AVENUE IN ANDOVER AND ACCESS FROM THIS AREA TO THE EXISTING LOCAL STREET SYSTEM IN ANOKA WHEREAS, Anoka County applied for and received Federal Funds under the Surface Transportation Program (STP) for the expansion of County Road 116 (Bunker Lake Boulevard); from County Road 7 (7" Avenue) to 38`s Avenue; and WHEREAS, the cities of Anoka and Andover initiated a traffic study to demonstrate the need for accesses onto the County system and to determine where and what type of accesses they should be; and WHEREAS, the land located north of 41" Avenue and south of County Road 116 (Bunker Lake Boulevard) within the City of Andover is currently zoned high density residential allowing up to 14.4 units per acre; and WHEREAS, based on the draft traffic study and current zoning, the intersection of 9th Avenue with Bunker Lake Boulevard (CSAR 116) and the possible connection to 41st Avenue will have impacts on the local street system and neighborhood to the south of 41" Avenue, and "XHERKAS, property owners south of 41" Avenue have expressed concerns related to impacts planned development north of 41st Avenue may have on their property and neighborhood. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Anoka, Anoka County, Minnesota as follows: The City of Anoka hereby supports all efforts by the City of Andover to secure a future intersection access at 90i Avenue/43id Avenue with County State Aid Highway 116. 2. The City of Anoka hereby requests that the City of Andover consider other land use options and municipal boundary options for the undeveloped properly located in the southeast quadrant of the CSAH 116 / CSAH 7 intersection. 31 3t 3. Based'on the current land uses for the undeveloped property located in the southeast quadrant of the CSAH 1161 CSAH 7 intersection, and the negative impacts it creates for property lying within the Anoka municipal boundaries, the City of Anoka will not permit a travelway connection to 41" Avenue, nor extend utilities to serve said property. Adopted this by the Anoka City Council this the 5'h day of July, 2011. ATTEST: JM1IEJ&Lzg Amy T. OW&s, City Clerk Phil Ri e yor� R .1 3Z M Pv�LIG HEAfkW4 NOTIFICATIoAl 1, EA REO n 7 f Y N�KERiL�kKELLVD�NtN.�'��" -_L'19NI>,ERi114KCi�L'uE.rPJbVa,. N ' R�L's W BLL U 614 ^ELIhIFiLP LAII BC ?VE MY w +M. rli 441 NEIN 4�THILtd 7f lLN 40�'I p I;I,gnTl 1 r �. ��•�-f �� `� .� AN-I;OVE R Andover Village Project Location ,L 11�1 1 101 PROPOSED PROJECT AREA � Z l3u' GP1 - N Date Created: April 13, 2021 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. �, in ir�uun �r-� 14 illi illOW i � -� l � II01111111111111111111111111111 f -- II01111 IIII IIII 1111 IIII IIII IIII � ' _� �` II01111111111111111111111111111 �.)y ri; _ 763-427-3090 1 CAPSTONEHOMES-MN.COM Floor plans, materials, products and options are subject to change without notice. Floor plans are renderings and may very slight from actual homes. Landscaping packages will depend on community. MN Bldr Lic BC637318 ADLEY- FLOOR PLANS 3 BED 1 2 BATH 12 STALL GARAGE 1 1,617 SQ FT LIVING SPACE G NT TOP - MAIN LEVEL CAPSTONE bPT WINDOW RITURE g.4 x 14-1 FAMILY ROOM 19-2 x 194 d--R.I. BATH ii y UNPIN. n OPTIONAL ••, UTILITY/ „ 'M' 'OPT R LgUND, FLEX ROOM ;; wlNDaw n 13-I x II -I " GRAWL SPACE GARAGE 20-6 x 22-0 ____ I I I I I I I I LOWER LEVEL 3` F, w, .- ;. ��y �� %ss "'rrr,,, 101 IIII IIII IIII IIII IIII IIII IIO y, .!}tam 763-427-30901 CAPSTONEHOMES-MN.COM Floor plans, materials, products and options are subject to change without notice. Floor plans are renderings and may very slight from actual homes. Landscaping packages will depend on community. MN Bldr Lic BC637318 -BALDWIN- FLOOR PLANS 3 BED 1 2 BATH 1 2 STALL GARAGE 1 1,690 SQ FT LIVING SPACE MAIN LEVEL CAPSTONE - H 0 M E S- OPT UINDO LOWER LEVEL �T LINDOW 3t 763-427-30901 CAPSTONEHOMES-MN.COM Floor plans, materials, products and options are subject to change without notice. Floor plans are renderings and may very slight from actual homes. Landscaping packages will depend on community. MN Bldr Lic BC637318 BECKER FLOOR PLANS 3 BED 1 3 BATH 12 STALL GARAGE 1 2,040 SQ FT LIVING SPACE oP wINDOW DINING 12-S x S' u.emoula BEDROOM n BEDROOM 03 IFS x 10-3 IH3 x to -3 -' LIVING ROOM ISLANDou 32 SNACK BAR 16-1 x 19i bbFl ppR LACE• BATH • OPT :'; KITCHEN .oPr LAUND. LOFT WINDOW ;y; Md9 x 9 -II WINDOW " -- --- 1410 x 10.3 ... ..'"'" PANt. SINK• MUDDN urwN. 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SNAcnR UTILITY lJ . ...BATH O FINISH BEDROOM �2 KITCHEN 05x100 @-10 X II -T FOYER GARAGE 20-6 X 22-6 PORCH j I MAIN LEVEL CAPSTONE H 0 M E S - 4L 'Ila " ILI `Enn mI no Im nu mI vu Im I + _ : un nu nn Im un uu Im nn un nn nn mf Im mI Im nn , � I 763-427-30901 CAPSTONEHOMES-MN.COM Floor plans, materials, products and options are subject to change without notice. Floor plans are renderings and may very slight from actual homes. Landscaping packages will depend on community. MN Bldr Lic BC637318 " " �l -CAMDEN I I - LIBERTY SERIES 3 BED 1 2 BATH 12 STALL GARAGE 1 1,280 SQ FT LIVING SPACE W.I.G. VAULTS:) MASTER SUITE 11-0 x II -5 I h�� LIVING ROOMBATH f 12-2 x 12-4 n DININGBEDROOM •2 12-2 x 9-0 10-2 x 10-3 LTED PANIRY uALF wALL ISLAND W SNACK BAR FSK BEDROOM 03 KITCHEN 10-2 x 10-6 12-9 x II -1 uNFIN. UTILITY JFOYER GARAGE 2046 X 22-6 I I I I CAPSTONE - H O M E S MAIN LEVEL �1��- �I��..�rn 111►•Ilil Ib- I -- + 763-427-3090 1 CAPSTONEHOMES-MN.COM Floor plans, materials, products and options are subject to change without notice. Floor plans are renderings and may very slight from actual homes. Landscaping packages will depend on community. MN Bldr Lic BC637318 -ITASCA- FLOOR PLANS 2 BED 1 2 BATH 1 2 STALL GARAGE 1 1,393 SQ FT LIVING SPACE PORCH MAIN LEVEL CAPSTONE - H 0 M E S- LOWER LEVEL VAUJISLAMD VAULT NRN® II F/ATON O 1 D)FLOOR -- LINE 1 %\ -- 20-0 X 22-6 IINING •OPT UP —_—_ FUTURE LIVING ROOM x 5-3 WINDOW -- •OPT ;; BEDROOM 131 x 15-3 I,.��-•FIREPLACE• ---- II II -5 X 12-1 MASTER SUITE t,�: /•OPT. AR FUTURE•FIREPLACE• 11 -IIx 14-I I- FAMILY ROOM'15-1 I x IS-4KITCHEN BENCH- FOYER W.I.G. I I -11 `• HALF WALLWINDOWOPENING. tlj .. PANT. 'OPT UNFIN. _' COUNTER PCKT. BATH IIUTIL/LAUND_. I,r =`: JATW xCEOFFTOP• so ss BEDROOM •2 -or-P ::::::f 10-1 x 10-1 5ENCH• PORCH MAIN LEVEL CAPSTONE - H 0 M E S- LOWER LEVEL WALL\ GARAGE -- 1 %\ -- 20-0 X 22-6 MAS • ire •OPT UP —_—_ BATH "w WINDOW -- VAULTED ---- D MASTER SUITE t,�: -- - _= -OPT 11 -IIx 14-I DOUBLE E30WL VANITY BOOT I I I BENCH- FOYER W.I.G. I I PORCH MAIN LEVEL CAPSTONE - H 0 M E S- LOWER LEVEL THE"ADLEY" (ELEVATION A) s� ,,, L11 PU"OSSS ONLY AND MAY NOT REPRESENT THE �tJAL PRODUC� TO 9t DIM�LAYES� AT A� LEFT ELEVATION SCALE I/0" • i'-0" ALL W DNTS mp. PAV® E3 II I� ll�\ SMI ve1.�?o �,•m� io WiNSiNb n^d nPu wmp sP® 1y ly..tyly l,. J�.y1y-1y1y1y-1 y`la1 • STEEL PANEL GARAGE DOORS + + + + + + + • STONE VENEER PER ELEVATIONS -- e • VINTL VERTICAL SIDING s FRONT ONLY • VINYL LAP SIDING s SIDES t REAR ".. ".. "+".. "� •.. '� '� • WINDOW GRIDS m }-RANT • NO RETURNS ON GABLE ENDS FRONT ELF-YATION ITHISISA(5)COURSEMULTILEVEL WITH A LOOKOUT FOUNDATION. SCALE: I/4" • 1'-0" CIS &.oGK Pd® to ryAMu1 op P. REAR ELEVATION SCALE: Va" • 1'-0" � �DED,POD.va� �-uo• ce.Pwvi aumcu-� Q, -- e e RIGHT ELEVATION SOALE: I/0" • Ib" PRONOE w Poop vane morzw D z S THE "ADLEY" (ELEVATION B) B� tQ DQ HE no ARTIST CQNCCPM THIS CONCERTINAS CREATED AS SHOWN FOR RLUST"TIVE RESIRE, PURFOSES ONLY AND NAY NOT RAPROSINIT THE ACTUAL PRODUCE TO BE BFF"YM AT � —BUYERS SPECIFICATION UST FIH� SUPERSEDE THE IROFNIN." IN. IRININE ..SBOIEN.. LEFT ELEVATION SCALE VS" • Ib" .LL FEE. HAERVEY PAAIN9T iji 1J®®®®®®® •au ov wIePO CBO. aueu BE aPTm ._•,'� 1 L + J- • y y y •y +� n TO WRNTANO A SO MPH WHB$I. _ _y _ a 'a 'a a '+ '+ ♦a ♦+ ,+ ♦ STEEL PANEL GARAGE DOORS STONE VENEER PER ELEVATIONS - . - . - ♦ - , - ♦ - ♦ - ♦ ♦ - a /--+ y' i VINYL VERTICAL SIDINGaFRONT ONLY -' ♦+ '+-'+-'a"a 'a-'+-' VINYL LAP SIDING o SIDES A REAR WINDOW GRIDS m FRONT ONLY + + + + + + + + m " C^A0�9sa. NO RETURNS ON GABLE ENDS THIS IS A (5) COURSE MULTI LEVEL W¢HALOOKOUT FOUNDATION. I - r, FRONT ELEVATION SCALE 1/4° . 1'-0" PA® REAR ELEVATION SCALE: VO° . I'�" mzovro[o+arosv[uia �—L �-,+n eePuu.rewren� �I aaa+ue n+wmx.mure� i tee¢ ww+xuemu engin ruu ee -------------------------- II o wFj RIGHT ELEVATION SCALE 1/6" . f -ox 7 b THE"ADLEY" (ELEVATION C) Y% 1, 1, 1„1,•1, 1a 1.1�1.i1 ,. 1,.1. 1.1 RC1` iL.��1.1, 1.1a1.1.1.1i1.1.1.1a1.11 ARTIST CONLEPT.T= CONCEPT WA3 C0.EPTED P55N0WN FOR ILLIISFRATVE .dppREA9 NIMBQtS REOJIRm PIIRPDSFSONL Pt)YNOT REPRESEM TME ACTUAL PRODUG4 TO BE W9 lL AT ALL -•nrrwv¢¢ewr-rere-eernurrerwrrr crreaa_¢vnoivanaewrue• TMFS WRMG f-0W1RUC1•N LEFT ELEVATION SCALE: VS' - I'-0" -ALL wmxPAo coons axAu •o WM06PEED .1.1.1,1,.1.1.1 1.1.5,.1,1,1 WAND GAMPN STEEL PANEL GAR4GE DOORS STONE VENEER PER ELEVATIONS " " " " - 1,1�1.i1,1,•_1,y, _ SIDING <VERTICAL 61DINGeFRONT ONLY ING- FRONT SIDING • VINYL LAP SONG o 51DE6 t REAR +_�--_�-+_� -_-L +_-� • WINDOW GRIDS e FRONT ONLY • NO REMR146 ON GABLE ENDS TMS IS A (S] COURSE MULTI LEVEL FRONT ELEVATION W Ng AOKOUT FOUNDATION. SCALE: 1/4'- 1'-0" �/Mrl uP� smmc e F PAT® m YLLwvN oP, REAR ELEVATION SCALE: VB" • 1'-0" FaovoEa ReDFvwre �—]e0•A9PWLT EwNcux� � PROVD_E IURmr vans ww„eeiu. cead PscW ` RIGHT ELEVATION SCALE VS" - Ib" �4GP\ QZ J PsAI -ro I R THE "BALDWIN" (ELEVATION A) — BE no IT CONCEPF. THIS CONCEPT WAS CRGTEO AS SHOWN F00.1LLUSTRATNE PURPOSES OXLYANO MAY NOT REPRESENT THE ACTUAL PROBU= "BUYERS SPECIFICATION LIST WILL SUPERSEOETHE DRAWING— LEFT ELEVATION ScaLE I/e" � f-0•• wNYL Lw1 mB eroMG DEAR ELEVATION :ALE: I/a. • Ib" RIGHT ELEVATION WAL : I/W . 1'.0'• BEN`L— TOW TM A^ MPN WINp BPES• ., r •r 'r •r •r •r 'r • -•r • • -• • �•r sr IWC I r 1.1.1 1. 1.t1 .+-L .il+la la�l +ala1a 1a 1a 1a z • STEEL PANEL GARAGE DOORS •a' -'r -'r -'r"'r-'r"'r -'r •r"•r 'r 'r"'r -'r-' '•r y,� -VINYL VERTICAL SIDING I FRONT ONLY 1- 1, 1.1.1.1.1.1.1.1.1 _L. 1.1 =1 Q w,¢ -VINYL LAP SIDING B ALL SIDES • WINDOW GRIDS o FRONT ONLY :_L,i: i�l,i: • NO REfI1R1,15 ON GABLE ENDS +_i l+i ,i: 1, l: l:l.` - - - -•' (,/]06� A4l FRONT ELEVATION •AooRE>sNune:nDREWIRta TO 2E DISPU.YEO AT ALL THIS ISA (+7 COURSE Slab BASEMENT /( 5OALE: V4" I-0° Nry 9' WRMG CAN9lRL'cINNI w U IT ci LEFT ELEVATION ScaLE I/e" � f-0•• wNYL Lw1 mB eroMG DEAR ELEVATION :ALE: I/a. • Ib" RIGHT ELEVATION WAL : I/W . 1'.0'• THE "BALDWIN" (ELEVATION B) 1� it ,• 1,. 1 mil .il mil ,i1 �.�1 ,il .il ,il .a' La 1.l.1a �.1�1�1,.1�1. 1,.1y1a1 ARTIST CONCEPT: THIS CONCEPT WAS CREATED AS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT REPRPSENT THE ACTUAL PRODUCT. STEEL PANEL GARAO-E DOORS -VINYL VERTICAL < SNAKE SIDING . FRONT ONLY 'VINYL LAP SIDING - ALL SIDES WINDOW GRIDS * FRONT ONLY • NO RETURNS ON C-A13LE ENDS FRONT ELEVATION LEFT ELEVATION SCALE: 1/e" • Ib" SCALE: 1/4° • 1'-0° `aw 45PA4T aumclE+� me Ay"`"LiomaP� REAR ELEVATION SCALE: I/S" • 1'-0° ALL RIGHTS RESERVED Dab<r�✓>AxcxOuq•�xG 7LY ,i1,i1,i1 ,.1�1.1,•1�laJ-ayJ-ail�l�i,il.1 �.1�1�1�1�1.i1�1�1�1r 1a 1,•1.1,.1 .TO NUMBERb REdIIRED UPIAYEo AT dLL THIS ISA(5)CON n BBEE DSN RSE SLAB BASEMENT nEs OMNI coNET;wrnoN .�xaTLL.F, RIGHT ELEVATION SCALE VS" • 1'-0" z 5 ee .�xaTLL.F, RIGHT ELEVATION SCALE VS" • 1'-0" z 5 THE "BALDWIN" (ELEVATION C) 1 ii `i , i , i : i y`i y`y „ i , i „ y`i ,`i i y • STEEL PANEL GARAGE DOORS -VINYL VERTICAL 4 SHAKE SIDING s FRONT ONLY -VINYL LAP SIDING m ALL 51DES •"1�1, WINDOW GRIDS s FRONT ONLY 1, 1, 1y 1, 1, 1, 1y`1y1yyyly` • NO REn!RN5 ON GABLE EN05 FRONT ELEVATION ARTIST CONCEPT."IS CONCEPT WAS CREATEO AS SHOWN FOR ILLUSTRA WE PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUa PRODUCT. SCALE: I/4° • 1'-0° "BUYERS RP ECIFI CATION LIST WILL SUPERSEDE THE DRAWING" 37- � M",y`1y`1 yi1 y`1.`1ly`1,1yyy IS y 1a`Ly1y1y1,iylyl y.i, 1,1y1y3.y1 `µ y 1 `1 _1.1yi1.`iyl�lyyl _1.11 to •a UDR ^Ev' WIMB 9REWIRE) 6E OiBPLaTEo Al au THIS ISA (5) COURSE STAB BASEMENT R iIFR9 WRM6 LaN6iR11CIbN �� / L•�ln CIPNLLT &dNGIFC> WPMD. y�M ONS U 4 Q ee Io�Ad LEFT ELEVATION FIGHT ELEVATION ECALE: vB" . 1'0° SCALE: ve" - 1b" •1a 1��1 y�l ,.il Wyly lylylyly{1 y{1a 1-�1 �t1 ill-lyil�t-1�1�1y �y ly ly la la lyly lyl .Ll ,.lyl _l�lylylyl.l,.l�la lylyiy lyl�l,• •r i•r 1.i�1ylylyla l,rtyl _1 _1 =l yly iy; ARTIST CONCEPT: THIS CONCEPT WAS CREATE° AS SHOWN FOR ILWSTRAT1VE PURPOSESONLYANOMAYNOTREPRESENTTN¢ACf LPROOUCT. •`BUYERS SPECIFICATION LIST WILL SUPERSEDE THE ONAWING•` LEFT ELEVATION SCALE: I/S" • 1'-0° TO TIS _ ®®®®®®®® w W I ii n .o Wc'RX FAD WOR99NALL BE FAIm 1,1 =1 ,•1a1,_y ,•la1 =1a1a 1,_1x1 T WTl9TAND A 90 MPX WND 6PEID r r a a r r r r r r! iyy l�ly11y1y 1a 1y1a 1y-1yly-lylyl N n VJe2�� • STEEL PANEL GARAGE DOORS r ty i O c1 •VINYL VERTICAL SIDING m FRONT ONLY y.�, yam, ,;`i . . - . - , - . - , - , - , - , - , L • VINYL LAP SIDING s ALL SIDES • WINDOW GRIDS G FRONT ONLY • NO RETURNS ON GABLE ENDS NNNfDER] RmWRm FRONT ELEVATION BRF9> TOO =DpPL4Ym AT ALL THIS ISA(S) COURSE BLAS BASEMENT TMFb W WNG fAN6TRUClbN ' V - i� .wcn uwamie �I PL m REAR ELEVATION RIGHT ELEVATION o SCALEr 11611, I'-0° SCALE: Va" . ib" _ w Z 'u E o u OF r M THE "BECKER" (ELEVATION B) , 7 . 1.t1 ya1 yil yi1 .tl ,.il a 1 yal yi1 ,.t1 a 1 y_1 y{1 ya„5�� {ly laylylyl,.l aalaly ly lal _l y`ly lyl � 1 y.alyl.lalalylyl,.lyly lylai >_1y1,.1,.1�1y a a' allyl,. l,.laly l,.la l..iyil y{1 ,.1 _1 y{ ANTJS1 CONCEF RTHW CONCEFTWA$ CREATED AS SHOWN FOR RLUSTRATWE PURPOSES OHLYAND MAY HOT RCPRESEW THE ACTUALPROOUCL "BUYERS SPECIFICATON LIST WRLSUPERSFLE THE NRAWINO'• LEFT ELEVATIONS SCALE: 116" . I'O •ALL OVGRHE40 OOORS M. BE Rolm TO WIMNATAH, A ^ HN ONO F. • STEEL PANEL GARAC-E DOORS •STONE VENEER PER ELEVATIONS • VINYL SHAKE SIDING s FRONT ONLY • VINYL LAP SIDING O ALL SIDES • WINDOW GRIDS o FRONT ONLY • NO RETURNS ON GABLE EN05 FRONT ELEVATION SCALE: I/4° - I'- .. m m titin uP� REAR ELEVATION SCALE: 1/S" • I'4' yJ�1=J_�1y1a1,.1yiy1=1a^1y1�iy 1, 7 1y1y�yly1y1y1�lylyly�ylylal rl ymi l.la l�lyaly OQ1n ,. ly ly l,.1,_l ,._lal =1 yla la l„ly ly ly is ly la l,.l aaya • ��� gala l.la{lala la la l.. l..l is _ � pyx�m •TO SO 9 LHBFFH RFfdIRm To OE DISPLAYEDSR ALL 6N+EMERY THIS IS q (5) COURSE SLAB iIHE90YRWG COxsrtWCRON r , v �� ru�.n Tm.on� �• \'nwmx RIGHT ELEVATION ~ mwlA� 4 6 d Ps -Ai -P-T I THE "BECKER" (ELEVATION C) ®® on go 1+11.1+1,1,1,1,1,1+1,1,1,1,1 1 1 a0.TI5TRPOSES-NLSCONCEPTWasC.P Wa33XOWNFORROVS-4TNE PURPOSESOPECIRC MAYNOTREPRESENTTXEgTHED I N'- ••OVTE0.55PEQFlCM1TION LIST WILLSNPERSEOETXE OMWING•• Ilb• IW IIN° •vNTt VJl �, BbRIG V 4' YINVL Uh 5bR4 LEFT ELEVATION SCALE: I/S" - 1'4" au w6xnNE3ERveo w�,wmxenoxeq T.. DOJR96kCLL BE R4T[D .,_ -- .a --a —+—ate , -a+ • oOVECYFLD IM1bTAND A'A I'tPH WND 9PEm r r a r a r a r r r r r • STEEL PANEL GARAGE DOORS • VINYL VERTICAL SIDING s FRONT ONLY • VINYL LAP SIDING o ALL SIDES • WINDOW GRIDS s FRONT ONLY • NO RETURNS ON GABLE ENDS - FRONT ELEVATIOND15 DDREN RG RHMRED 06E DbP1AYkn AT ALL THIS IEA(S) COURSE SLAB BASEMENT iME6 WRING LON9TRIlG110N SCALE V4" • I'-0" REAR ELEVATION S ALE, 1/9" , P-0" '� Na�CmNLT�>kH61.F �, m L+NiL W+I C6V^IG tM1YL 4Pl SbMG RIGHT ELEVATION Ed.LE: Vel- - Po" 3 �IST CONOSPIR THIS CONCEPT WAS CRCATCD AS SHOWN FOR ILLUSTRATR� FUND..... H4, AND MAY NOT REPRESENT THa ACTUAL PRODUM THE "CAMDEN" (ELEVATION A) • STEEL PANEL GARAGE DOORS •STONE VENEER PER ELEVATIONS • VINYL LAP SIDING a SIDES AND REAR • VINYL VERTICAL SIDING 0 FRONT ONLY • WINDOW GRIDS s FRONT ONLY • NO RENRNS ON ANY GABLES FRONT ELEVATION $GALE: I/4" = 1'-0° b� XVMY1.lAP1 ]Iwus IW' ,'o O 11h' b' m ~me�wc So' 1�� LEFT ELEVATION SCA= L: I&' - Ib° PROVIDE ..1 VERB REAR ELEVATION SCALE: Ve" = I' -d' LLLP16Hf3 PE4ERV07 O]m44o»AX6Xoxi>�we al. l,•1. 1.1�1�1�1�1. 1. 1.1 ;1. 1.J... A. 1,•1,•1�1�1,�1�1� a1�1,.1�1�1�1�1�1�{1 ,.3LL1 •TO MCPI-AY >TAY11RE0 .. D,SpLAYEJ Ai au THIS ISA(ST COURSE SLAB BASEMENT TNFH WRWG V.D.fGW o� �VWn 4P1 Nonc Yom. ua� m ]I>Mc RIGHT ELEVATION SCALE, 1& 1I'-0° ZD- li L THE "CAMDEN" (ELEVATION B) ��l.l�l,•1�1�1�1�1�La TO WRN6TAN0 A 90 MPH WMD 6PE£O I 1���1�1�1� ' • STEEL PANEL O-ARAGE DOORS STONE VENEER PER ELEVATIONS •VINYL LAP SIDING s ALL SIDES ice"' y �y ii y y y y •-.' i. VINYL SNAKE SIDING s FRONT ONLY _ • ' • ' • ' • " ' • ii WINDOW GRIDS s FRONT ONLY • i : i :i �`i :i i • i :i . _ . :�' :y' -'.' • NO RETURNS ON ANY GABLES ARTIST CONCCPN THIS CONCCPT WAS CREATED AS SHOWN FOR ILLUSTRATIVE Cg .���TJ�II l u u PURPOSES ONLY AND MAY NOT REPRESENT THE ALTVAL PRODUCT. �T N ELEVATION RO NI ..DWS SPECIFICATION LISTWIMSUPERSESETNE DRAWING.- T� SCALE: 1/4" - I'-0° LEFT ELEVATION SCALE: 1/0" • 1'-0" PRanoe N RO+'F WDO6 yr vPx.L•61mID�.+ m •.wn LN -T noao REAR ELEVATION ALLMGNTSREEERVE. o>am.w.mNexova,w� o�.auw`ooa P,>avmG r»vme-- I �g // Mxn IAP'Y m �M1VM1 UPT ewxG 4 0 RIGHT ELEVATION � d SCALE. I/8" • I'-0° i w TD,S .. w PsAI - 6 f�yy1�1�1�1�1�1�y1�1�1�1n 1,j TTl N -AOOREDD NUMBER6 RFIYJIRED vJ O u N'' io BE.A LAi AT N1 TXI516A(5J COURSE SLAB BASEMENT /1.x TItE'a WRING fANEtiEI1CNON Cg .���TJ�II l u u P,>avmG r»vme-- I �g // Mxn IAP'Y m �M1VM1 UPT ewxG 4 0 RIGHT ELEVATION � d SCALE. I/8" • I'-0° i w TD,S .. w PsAI - 6 e� PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT. •'DUYCRS SPECIFICATION LIST WILLSVPE0.5EDETHE DRAWING^ LEFT ELEVATION $GALE: 1/e" . 1'-d' THE "CAMDEN" Lt -,(ELEVATION C) t PON D 6.6x5 TO WNHO . A P Y1.. BP® • 5TEEL PANEL GARAGE DOORS •STONE VENEER PER ELEVATIONS • VINYL LAP SIDING 0 ALL 51DE5 • VINYL SHAKE SIDING ® FRONT ONLY • WINDOW GRIDS 9 FRONT ONLY • NO RETURNS ON ANY G-AELES FRONT ELEVATION SCALE: 1/4" • I'W n� n+n�iswL� allowvs REAR ELEVATION SCALE: 1/6'. 1'W •1 {1.1.1. 1.1..1�1�1.1�1. 1.1 'TO CIE%NUMBEO TALLm TOOEU.N. CONTPll THIS ISA(5)CUIIRSE SLAB BASEMENT TRIf5 WRMG CONSTRUCTION RIG;PT ELEVATION SCALE: I/B" • IW 1�1�1�1,•il ,•1. i. 1. 1�1. i,•1. 1,•1. L.1, y, i,•1. 1. 1. 1. 1. 1'. 1. 1. 1,• A"ST CONDO". THIS CONCEPT WAS CREATED AS SHOWN FOR ILLUS9WTME FLATCARS ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT. vuTANA srenP¢nnoH uLT wlu3uPeRseve Txe vRAwlxc^ LEFT ELEVATION SCALE I/S" • Ib" FRONT ELEVATION SCALE: 1/4" - I'-0" REAR ELEVATION SCALE. I/S" • I'4" 0 �t1 . 1 ,• y +. 1.1.1. y ,• 1 a 1� 3 CC To DbPODP_'E9 WADERS , ALL 0.S ID TeE EE 4THIS ISA (5) COURSE SLAB 6EMENT R.nDERnu; cousnxuanu RIGHT ELEVATION SCAL'ci 1/8" • I'-0" � a � iutl ��l uil �al.lu_at �tl.a lu_aiu luluyl 1 V u 1 u 1 u 1 u 1 ,• u 1, 1,• 1 a 1. 1� l. u_1 u ARTIST CONCOPT. THIS CONCEPT WAS CREATE. AS SNOW. POR ILLUSTRSRI . PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT. ••DUYERS SPCCINCATON UST WILL SUPERSEDE THE DRAW INC" P1TiTLW O LEFT ELEVATION b ALE: 1/e" • I'-0' THE "CAMDEN 11" (ELEVATION B) TO LLVINST. A 9. NPN... MlE • STEEL PANEL GARAGE DOORS •STONE VENEER PER ELEVATIONS • VINYL LAP SIDING- m ALL SIDES • VINYL SHAKE SIDING H FRONT ONLY • WINDOW GRIDS o FRONT ONLY • NO RETURNS ON ANY GABLES FRONT ELEVATION 90ALE: Vd" - 1'-0" ppbvp p�n) RWP VIXf6 Y4T dWct¢a MOMc REAR ELEVATION SOALE: i/H" - Ib" ��1 . l u 1.1.1. t .i- =1 . 1.• u_3 u 1,•1u1u1�1 i LLu 1�1�1u 1, 1. t1 iu 1u 1�1�1u 1u 1u 1u1u �1�1�1�.Lu1 1�1�1�1 u •A4D4OR PLAYERS REY' JIRED TO OE O oiaPaLL THIS ISA (5) COURSE SLAG BASEMEN TAFB DDRM. GONATWCTION � uP, R1c;sHT ELEVATION S � V �'�+I /' m Oa9 �tDC<RAFlFR9 V L4S5 y' 0.4 U MT13T CONDOM THIS CONCEPT WAS CREATED AS 3HOM FOR ILLUSTRATIVE PURPOSCE ONLY AND MY NO' PERCENT TH.A.1.1 PRO..= LIST PA" SUINNSACC 'HE yX,Y l4^1 0 LEFT ELEVATION THE "CAMDEN 11" 9 • (ELEVATION C) �--I FYPON DRH 6z6Y5 0 -a 'l TO WRHSiPNDP90 MPH WMD BPEED� • STEEL PANEL GARAGE DOORS • STONE VENEER PER ELEVATIONS '--'�-'�-•� •--•�-'--'� '� '� '- • VINYL LAP SIDING 0 ALL SIDES • VINYL SHAKE SIDING- E FRONT ONLY • WINDOW GRIDS 9 FRONT ONLY • '' ' ` • y _ , LL _ ,' _ . _ ,' ' • NO RENRNS ON ANY G -ARLES FRONT ELEVATION ao e� [ ATTM. I�Ro THIS IS A(5) COURSE SLAB BA5E61ENT 111tE9 W WN6 COWIR�GTON ��/ PR� NRO VIX v tiM��l e� Y SOL.UP, m m IRcaLGFH . -0LEVATI0N YO'UPNW.L &4NGLF9 mw'B�IOLRG REAR ELEVATION SCALE. I/B" • ib" `r THE NOITASCA" (ELEVATION A) L,.la lal�ya yr lr`j ,�l�yiy�yr�y raj .`ya laa �a lraya lr yr yaJ-ayrj-r lrlr lr yaj :lr yr_ya l,.lrj =1r yr L,ay ..aj ,�j,.A ARTIST CONCEPT. THM CONCEPTMs CR.. AS SNOWN FOR ILLUSTIIATIVE PURPOSE$ ONLY AND M NOTREPRFSENTTNE AC PRODUCT. LEFT ELEVATION SCALE, I/e° . I'-0" TO WIN9TAND I. 90 M%1 WND Sp® .1 STEEL PANEL GARAGE DOORS STONE VENEER PER ELEVATIONS VINYL VERTICAL SIDING a FRONT ONLY VINYL LAP SIDING s SIDES < REAR WINDOW GRIDS o FRONT ONLY NO RETURNS ON GABLE ENDS FRONT ELEVATION SCALE 1/4" - P-0" tvOfYL VP1 A® to NAxvw os a^� '�IV/�M'rlL ldPl m All III I � 061N' REAR ELEVATION BCALE VB" • ib" ��il r"lr irat ryy r -1a1 =Ira -1-a lryl aaj aal aal„ rl,•1,•Lr lyayy ja la yr 1r 1�1r 1,•11,•{ �aj�jr l,. l,�lal,.yr ja ja �a lr lrl 1 •TODRES NA1BkR5 I O BE OISPV.vE7 AT T ALL THIS ISA (S) COURSE SLAG 9ASEMENT TMF9 DIWNG CONOTRIICIION RIGPT ELEVATION SCALE: 1/8" - ib" Ml J "ITASCA" (ELEVATION al .al .;1 .al .a1 . 1 .yl .a1 . i .al .al n• 1 na Ly l.ly iyiy�y ly 1. lyyl. iy ly lyi� a1`..'1 ya1 ,.al yil n{l y 1 yal ..a1 .'i yii yai ya +�. ARTIST CONCEPT:THIS CONCEPT WAS CREATED AS$NOM FOR ILLUETRATry PURPOSES ONLY ANO MAY NOT REPRESENT THE ACTUAL PRODUCT. "BUTERS$PECIFICAT OI LIST M USUPERSEDE THE DRAWING" FRONT ELEVATION SCALE. 1/40 - 1'4'• REAR ELEVATION SCALE: vs" . )b'• �ayi yat .i1 .i.L .;l .{i yai y i yai y 1 yLi yLi y y yii y y1y Ly.t�iyaiy lyat yaiy i,ai ,ai. �,�iyy,�i +{1 _1y ly L�lyYr ly`ln ly ly ly i..ly i,.a �y iyl y.iy1.1y3y1y 1y1y1y1y iyl a •ADDRESS MRIBFND.IREO D Bfi Dbp4Tm AT ALL TME5 WRING CON5TWI m THI515 A (5) COURSE SLAS EASEMENT 7 THE "ITASCA" (ELEVATION C) .mi. ilinFo.i...l. 1111111111 mm I^ un nn nn nn un mi mi mi_. -i�- -lz� � � •� � � � � � r- ••r �� � TO YIitN9idMDd^A XPX LLYND DPECD�� -� ar •r •a` 'r i 'a '.. '.. i '.� '.i ' 'r '.. ' ' ' ' ' ' ' ' • ' -' •STEbL PANEL CARAGE DOORS VINYL VERSIDING SIDING m FRONT VINYL LAP SIDING m ALL SIDES WINDOW GRIDS m FRONT ONLY 1,�1,•1�1�1�1,.1�1�1�1�1„1„l,. . NO RETURNS ON GABLE END$ GRFI TVE OT J� • REtl11RE0 PURPOSES ONLYAND PVAPOSFS ONLYAND MAY NOT0.FPNESENT WE ACTUAL PROCULF. AVESETWEACTUALPOD=. p N * FRONT E` YfTIO V TO BE99MIIBFRB <T pLL TNIS ISA($)LOUR$E SLAB BASEMENT "BVTERS SPECIFICpTON LIST WILLSVPEASEBETXEORpWING•• SCALE: I/4" • i'-0" IIMd DLRING CONBTRYCIION MMEED INEw LEFT ELEVATION SCALE: /S° . Ib° `� �uc�ievvnt. wnar�Are� R. ^'-wE� swmD m MNG�D REAR ELEVATION SCALE: I/&' . I'-0° RIG;PT ELEVATION z 5 J THE " ITASCA" (ELEVATION D) 1ya1 �{1�1y�1 yylr lr ly ly~l yily� ` l _1�L�ly lyl _ly ly l.1r 1r 11,;1 1�r la lylyly l,.lylr la 1, 1. �y ly-Ly. AS Snow. FOR N -.PT . PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT ••BUYERSSPECIFICATION LIST WILL SUPERSEDE THE DRAWING•• LEFT ELEVATION SCALE: I/S" - Ib° TO WRWSTMD A. P. .,ND SP® • STEEL PANEL GARAGE DOORS STONE VENEER PER ELEVATIONS • VINYL SHAKE SIDING- s FRONT ONLY VINYL LAP SIDING o ALL SIDES WINDOW GRIDS G FRONT ONLY • NO RETURNS ON GASLE ENDS FRONT ELEVATION SCALE: Vd" . I'-0" ,.w AaFNa NGN 26� RD® o namom a r. REAR ELEVATION $CALEB I/S" a li-0" ALL RIGHTS RESERVED ozuaunrovo� x�.� <o.eoRo.m<oo�oiuimi. i�A uw.TM� rJ��Lyly iyl�ty �y lily �,il y;l�lyLl�lr �1y1y 1y{1yl,il yi�1y1y1ylyiy lyl,Yl ,rly.ty 1y1a 1, 1, 1�1y1a1y 1, 1, ly ly tel- �.PSGP N.IBFRB RF IIREG TO EE.61"YED AT All. TRIER DYRRiG GON9lRYG IGH THIS IS A (5) COUFSE SLGB BASEM1IENT RISHT ELEVATION SCALE: VW . lb" C I T Y O F� NDOVEr 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMORANDUM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: April 22, 2021 REFERENCE: Andover Village/Grading, Drainage & Erosion Control Plan/Review #3 The following comments have vet to be completed regarding Review #2• 201. Sheet 3: Label CB 104 (Exist) and CB 105 (Exist) consistent with drainage model. Not done. 202. Sheet 3: Add note "Wetland delineation completed by (add firm name) and approved by LRRWMO on (add date) . Not done. 227. Sheet 14: Correct note 4 to refer to LRRWMO. Not done. 228. Sheet 17: Add valves to tee at west end in cul de sac and east end at private driveway (they were in last submittal). Valve missing on water main to south at easterly tee. 239. Sheet 19: Formal review and comments from Anoka County Highway Department. Pending. The following comments are regarding Review #3• 301. Sheet 3: Update sheet title by deleting % Removals" as a separate demo plan was added. 302. Sheet 3: Information is missing from previous review on this sheet: existing contours, soil boring labels in particular. 303. Sheet 5: Revise D&UE for rear of Lots 6 and 7 due to storm sewer moving to driveway. 304. Sheet 6: Delete "Street A" and add correct street names. 305. Sheet 6: In legend, revise labels as follows "Existing FEMA Zone A Flood Plain Boundary (870 +/-)" & revised the proposed 100 -Year Flood Elevation to match updated model. See redlines. 306. Sheet 6: Easement callout on northeast corner of Wetland 1 should be labeled "Emergency Overflow Drainage & Utility Easement." 307. Sheet 7: Update 100 -Year HWL info in Lot Tabulation to be consistent with drainage model revisions. Make sure all elevations in table match plans. 308. Sheet 10: Need to provide protection against flooding for existing structure. Developer's engineer is going to discuss options with client. Options could include constructing a berm with (top at 868.1) with an outlet pipe and gate valve to separate the existing home from the wetland complex, sealing up garage door with masonry blocks and backfill structure to raise the adjacent grade, or if other potential solution proposed by developer and owner. For the next submittal, depict a proposed berm with top elevation 868.1 with drain to Wetland 1 under berm if decision on a different solution has not yet been made. The berm needs to be encompassed by the proposed Drainage and Utility easement. See additional comments under Hydrology section. 309. Sheet 10: Construct the Wetland 1 EOF elevation at this projects' proposed Wetland 1 HWL (this submittal the elevation was 867.4, but may change with revisions proposed). Add to note to grade to that elevation. 310. Sheet 10 and all applicable sheets: Move VMA from rear of Lots 6 and 7 to south side of Lot 7, consistent with comment for storm sewer moving out of rear of lots into driveway. _`0_ 311. Sheet 10, 14, 18: Revise Pond 100 and 200 HWL's and outlet elevations/configurations based upon revisions made in Hydrocad model per discussion with consultant. 312. Sheet 13: In Slab on Grade and Subgrade details, correct the setback dimensions so they are consistent with the plans (vary from 20'-25') — see redlines. 313. Sheet 18 and all applicable sheets: Per discussion with engineer, move STMH 103 (splitter) into driveway and move storm sewer pipe from rear of Lots 6 and 7 into driveway. Update storm sewer pipe sizes and grades accordingly. This provides easier access to splitter MH for maintenance and eliminates rear yard storm sewerNMA/easement restrictions. 314. Additional comments pending further review The following comments have yet to be completed regarding the Hydrology Review #1: 2. Letter of Map Amendment will be required from FEMA to remove portion of property from FEMA floodplain boundary. Pending 301. From Review #2 calculations, the Wetland 1 HWL increased compared to existing conditions. The proposed design must not increase the HWL of Wetland 1 as the existing house located south of Wetland 1 is currently within the floodplain (can't make the situation worse). City staff discussed this with the developer's engineer. He is revising models/design to not increase the HWL of Wetland 1 with this development. 302. The City's Stormwater Management Plan requires constructing EOF's / outlets to landlocked areas (as Wetland 1 is) to prevent flooding of residences if downstream capacity is adequate. An EOF out of Wetland 1 shall be constructed at the project design HWL (shown in the plans). Based upon the City's stormwater models of the wetland complexes within and adjacent to this site, the HWL's are 867.6 compared to a low floor elevation of the existing home of 866.73 (0.9' below the HWL). It is not possible to lower the modeled HWL's of the adjacent wetlands to protect the existing home. Two potential options to provide flood protection for this home include 1) Block off the garage door on the north side of the home and fill around the structure to raise the grade and/or 2) Construct a berm around the structure up to 868.1 isolating the home from the wetlands and installing a drainage pipe with a valve that can be closed when the wetland elevations rise up to prevent backflow behind the berm. A decision needs to be made by the developer and current owner on how to proceed with protection for the existing home. For the next submittal barring a different decision by the owner and developer, show a proposed berm in the plans around the north side of the existing house at 868.1 with a drainage system from the house side of the berm into Wetland 1 with a shut off valve. 303. Revise text and tables in Hydrology report (discharge rates, HWL's, etc.) based upon updated Hydrocad models (existing and proposed). 304. Revise Proposed Storm Sewer Tributary Area Map and storm sewer calculations for pipe sizing based upon moving STMH 103 (splittler MH) into driveway and moving storm sewer pipe from behind Lots 6 and 7 and into driveway. 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 Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. 2 'G7 Cot Joe Janish From: Doug Borglund <DBorglund@ci.anoka.mn.us> Sent: Tuesday, April 27, 2021 12:25 PM To: Joe Janish; James Dickinson Cc: Greg Lee Subject: City of Anoka Statement for the Planning Commission Public Hearing April 27, 2021 Attachments: Isolated Parcel.pdf EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. City of Andover City Administrator, Community Development Staff, and Planning Commission Members, Enclosed is the City of Anoka's statement on the proposed development known as Andover Village for tonight's public hearing at the Planning Commission. The City of Anoka understands that the Applicant has proposed plans to develop the property known as PIN 30-32-24- 43-0001 in the City of Andover. 1. The City of Anoka does not understand why PIN is not included as part of the development plan. The proposed plans reflects all the storm water treatment from parcel 30-32-24-43-0001 is being placed on parcel 30-32-24- 44-0001 to the east, which is not part of the development, but under the same ownership. Why are both parcels not part of the overall project? 2. The development plans not including parcel 30-32-24-44-0001 to the east as part of the development will isolate this parcel. The subject parcel will not be able to obtain access from Bunker Lake Blvd. Also, the City of Andover has no plans to serve parcel with sewer and water. 3. The City of Anoka passed a resolution in 2011 states no access will be allowed from development in the City of Andover onto 41'` Avenue in Anoka. 4. The City of Anoka supported the Comprehensive Plan Amendment for this project with the understanding that all parcels located north of 41" street in Anoka and south of Bunker Lake Blvd in Andover would be served by access and utilities from the City of Andover. Please read and accept these comments into the official meeting minutes as part of the public hearing for the project "Andover Village' to be held on April 27, 2021. Doug Borglund Community Development Director City of Anoka 2015 First Avenue North Anoka, MN 55303 (763)576-2723 dborelund@ci.anoka.mn.us Gb i Subject Property Being Isolated From Development (�q t ^ ` t' pp BUNKER _..BUI KER LAKE BLVD BL1- --.� Nlv ���V� NOW � fG %G isclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be hefifnfeA fnr a fifle c=nr h onnrnic of ei inivu nr fnr vnninn uerifne}inn Amok sc -J Parcel Information: Approx. Acres: 0.12 Owner Information: 07-31-24-21-0082 Commissioner: SCOTT SCHULTE COLUERJOSEPH 641 MADISON ST 641 MADISON ST ANOKA ANOKA MN 55303 MN Plat: SLAUGHTER & CREIGHTON ADDITION TO ANOKA 55303 41 ioka County GIS 1:2,400 Date: 4/2212021 isclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be hefifnfeA fnr a fifle c=nr h onnrnic of ei inivu nr fnr vnninn uerifne}inn ANDOVER VILLAGE PRELIMINARY PLAT ANDOVER, MINNESOTA M I A TIO.l1 "6DFIRPR iAKF 9LM a� 32 N N ss ss L u 90 41 92 43 4V 45 48 K 2 s1 35 s] se � a aB a9 13 141ST LANE NW 4 29 s za 2] 20 19 17 15 15 14 13 12 11 10 9 B 5 22 21 1d 25 za 23 GE GF ] I 26 CfTY OF ANDOVER('—GJ-- - - MUNICIPAL CITY OF BOUNDARY —-- ANOKA 41ST AVENUE — —_ . BF:,:�JIr REGISIEREO PROFESSIONAL CNG. ENGINEER C,SOI REG. NO. REGISTERED PROFESSIONAL LAND SURVEYOR 4}199 REG. NO, CAPSTONE HOMES 14015 SUNFISH LAKE BLVD SIE 400 RAMSEY. MN 55303 PIONEERenenee.,vg Drive (OI)MI-1914 V. Li JloipM1u.MN 55130 w Fu:004188 W w.PiDn««ngx«n 0v ,.—Ygim.m,..vw 4- I Know what's below. Call before you dig. N� L 164M I LOCATION MAP ti WETLAND 1 PON 299 1010/ n - —JJ CITY OF L... `. _ ANDOVER MUNICIPAL CITY OFBOUNDARx,,,,,, -- _ -ANOKA I _ — — �l SHEETINDEX 1. COVER SHEET 2. LEGEND SHEET 3. EXISTING CONDITIONS 4. PRELIMINARY DEMOLITION PLAN 5. PRELIMINARY PLAT 6. PRELIMINARY SITE PLAN 7. PRELIMINARY SITE DATA & LOT TABULATION 8-10. PRELIMINARY GRADING PLAN 11. PRELIMINARY EROSION CONTROL PLAN 12. PRELIMINARY SEEDING PLAN 13-14. GRADING DETAILS 15-16. CITY DETAILS 17. PRELIMINARY SANITARY & WATERMAIN PLAN 18. PRELIMINARY STORM SEWER PLAN 19. PRELIMINARY TURN LANE DESIGN COVER SHEET Ll. PRELIMINARY LANDSCAPE PLAN T1-T2. PRELIMINARY TREE PRESERVATION PLAN ANDOVER VILLAGE ANDOVER, MDMESOTA 0 40 80 Isc GRAPHIC SCALE IN FEEI TNN=876.30 (NAVD 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 k TT1 AVE N. auvo-l±9:suxPnmve I OF 19 70 LEGEND E3 CATCH BASIN ® CATCH BAGN BCARNF EXISTNG PROPOSED FUTURE DESCRIPTION U • ® SANITARY MANHOLE -------->------->--- —) )— —> >— SANITARY SEWER (SANITARY & WATERMAIN PLANS) --- ----- - >---- - -->-- —> )— —>—> — SANITARY SEWER (STORM SEWER PLANS) —FM FM— M —FM FL> FORCE MAIN HYDRANT CB .. 8' DQ N N GATE VALVE D E1 P REDUCER u • NATURAL GAS METER CURB STOP LOTT PIXE WATERMAIN (SANITARY & WATERMAIN PLANS) —I I— —I—t— —1-1— -------i--------P----- WATERMAIN (STORM SEWER PLANS) ILL ® ® CATCH BASIN 0 0 0 BEEHIVE V • • STORM MANHOLE D ® W, FLARED END SECTION @ ® ® CONTROL STRUCTURE --------»------->--- —» »— —)> »— STORM SEWER (SANITARY & WATERMAIN PLANS) .--... _..... ...»..............».--- —)) p— —)> »— STORM SEWER (STORM SEWER PLANS) '- - - - - - ►—N—® IT > —® CULVERT ............ • • • • • —PEm'—PERF— —PERF—PERE— PERFORATED DRAINTIE ---------------------- —DTDT— —Di DT SOLD DRAINTLE SERVICE --- —®— -iiiiii%ii- CASING LO LOOKOUT Ol� UNDERGROUND ELECTRIC LINE v STRAW BIO ROLLS LP UNDERGROUND FIBER OPTC LINE P•G. Pm.o LOW POINT UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE Pehe DISCHARGE LOCATION eoee PC UNDERGROUND TELEPHONE LINES GRAVEL CONSTRUCTION ENTRANCE 13 TEMPORARY OUTLET FLOATING SKIMMER UNDERGROUND TELEVISION LINE OVERHEAD UTILITY ONES on on— —on on— —on on— R SITE LINES , STEEP SLOPE 3:1 (H:V) EXISTING PROPOSED FUTURE DESCRIPTION = TOP OF CURB ELEVATION 4+4fi.57 FOR SURMOUNTABLE CURB SURMOUNTABLE CURB & CUTTER 4+46.57 FOR SURMOUNTAR LE CURB ---- (TP OUT GUTTE 08.32 B -SME CURB & GUTTER 4+46.57 FOR 8618 CURB """ - `- -------------------- RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) FOR B618 CURB —ILEAT.0. - - - (TP OUT GUTTER) 7 = BITUMINOUS ELEVATION �O.46 RIGHT OF WAY . . . . . . SSWR PHASE LME .................................________ - STATION CENTERLINE STEM STORM SEWER 2' CONTOUR LINE ------ TIN 10' CONTOUR LINE ---------------------- w�Dr.w..o _-_--(yeruvern - - BASIN OUTLET LINE WM WATER MAIN BASIN HIGH WATER UNE WALKOUT eX PROPOSED SPOT ELEVATION MW 4W '► (TYPICAL SECTION NOT TO SCALE) EMERGENCY OVERFLOW 290 CE.D EASEMENT DRAINAGE FLOW ARROW ---------- - " - - - - - - - DELINEATED / PROPOSED WETLAND UNE ---------------------- _____-_ _ ___--______ WETAND BUFFER M'WYWYI lWWYWYI vVl 11V11 I MEE LINE —FEN— FEMA FEMA FEMA FLOODPLAIN BOUNDARY RETAINING WALL ---------------------- 31.5 R —RAMBLER ON SPLIT ENTRY —X—X— —X—X— —X—X— FENCE (BARBED WIRE) —#—F— —0—#— —#—#— FENCE (CHAIN UNK) —❑ [1— —D L]— —U 0 FENCE (WOOD) T T W $EWO-SPLIT ENTRY WALK OUT =B27 0 CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE > >� O.V 0LOTFINISHED CORNELEVER B LOT CORNER LIGHT POLE J -e- . f- ..I- STREET SIGNS SURVEY LINFS P5 STREET PEDESTRIAN RAMP EXISTING PROPOSED FUTURE DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE ----------- ----------- ----------- EASEMENT ---------------------- ---------------------- SET BACK UNE -' - SECTION LINE EAT II II II /` RESMICTED ACCESS HATCH PATTERNS GRAVEL SURFACE WETLAND BITUMINOUS SURFACE WETLAND UPLAND BUFFER OCONCRETE SURFACE WETLAND MITIGATION RIP RAP O PERMANENT TURF RESTORATION DSELECT BACKFILL MATERIAL PERMANENT WET BASIN SEEDING EROSION CONTROL BLANKET I,,b ,1 ,u I,UPLAND/NATURAL AREA SEEDING MNDOT CATEGORY PER PLAN PI'ONEEReneneering 2422 E"Ieryeise Drive (65NSU-1916 MRXI.. Hei81H4 MN55120 w F-:6819488w.Pioe mng.ro TOPOGRAPHIC SYMBOLS E3 CATCH BASIN ® CATCH BAGN BCARNF A FARED END SECTION B -B GATE VM.W lY HYDRANT 1S' WATER.SERVICE BOC WATER WELL M WITCRINC WELL W CIEWWT ® HAND HOLD 0 MANHOLE OTHER THAN SANITPAY OR STORM 0 SANITARY OR STORM MANHOLE CB LA. SPRINKLER VPLVE 8' LAWN SPRINKLER HEAD CATCHBASIN MANHOLE unuTY POLE M THANSF .. BOX E1 TIBER GPTIC BOX • ELECTRIC BOX • NATURAL GAS METER LOTT PIXE DUCTILE IRON PIPE SEMAPHORE C] TELEPHONE BOX 0 CABLE BOX (j) CAST IRON MONUMENT • FW ND IRON PIPE FES JUDICIAL )ANO MARK 0 PK NNL R, CONTROL PUNT FM PIKE E- FAR POLE 0 TEBT IT. ® MMHOX Y SOY o BCLursD T CWSERVATGN POST DECIDUOUS TREE HYDRANT UNI.ouS TREE 0 SHRUB / BUST EROSION & SEDIMENT CONTROL ............ • • • • • STANDARD EROSION CONTROL • • • • HEAVY-DUTY EROSION CONTROL CURVE COEFFICIENT SECONDARY EROSION CONTROL FENCE L EROSION CONTROL AT BACK OF CURB --- TREE FENCE -iiiiii%ii- TEMPORARY DIVERSION DITCH LO LOOKOUT Ol� CATCH BASIN INLET PROTECTION v STRAW BIO ROLLS LP ROCK BERM —))—, SUMMED RIP RAP PERMANENT LOW POINT ENERGY DISSIPATER MH DISCHARGE LOCATION eoee PC °O°° -coo GRAVEL CONSTRUCTION ENTRANCE 13 TEMPORARY OUTLET FLOATING SKIMMER ® MAINTAINENCE VEHICLE ACCESS 109. POINT OF INTERSECTION SLOPE MAX. R STABIUZED EMERGENCY OVERFLOW , STEEP SLOPE 3:1 (H:V) 1W (33.3 OR STEEPER GRADE CURB LEGEND POINT OF TANCENCY = TOP OF CURB ELEVATION 4+4fi.57 FOR SURMOUNTABLE CURB TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTAR LE CURB ---- (TP OUT GUTTE 08.32 TOP OF CURB ELEVATION 4+46.57 FOR 8618 CURB = TOP OF CURB ELEVATION R FOR B618 CURB —ILEAT.0. - - - (TP OUT GUTTER) 7 = BITUMINOUS ELEVATION �O.46 RIGHT OF WAY BENCH MARK TJH=876.30 (NAVD 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 & 7TH AVE. N. W£NO-IEM4MNESTLGND 71 ABBREVIATIONS A ALGEBRAIC DIFFERENCE B -B BACK TO BACK BV BUTTERFLY VALVE BOC BACK OF CURB BEE BASE FLOOD ELEVATION BMP BEST MANAGEMENT PRACTICE CL CENTER UNE CB CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DT DRAINTLE EL/ELEV ELEVATION EX EXISTING FES FLARED END SECTION F -F FACE TO FACE FM FORCEMAIN OR GRADE BREAK GRD GROUND GV GATE VALVE HP HIGH POINT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION R PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANCENCY PVC POINT OF VERTICAL CURVATURE PVC POLYMNYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STEM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TIN TOP NUT HYDRANT TY, TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) DRAwaGE & onuTY 290 CE.D EASEMENT F 1 HM15HED GROUND O BLOCK N0, EIEVATON LOWEST OPENING T LOT NO. ELEVATION STEP HEIGHT HOUSE TYPES (IP REQUIRED) 31.5 R —RAMBLER ON SPLIT ENTRY = TO -RAMBLER LOOKOUT OR SPLIT LOW TONOOR ENTRY WALKOUT LD WO -RAMBLER WALKOUT GARAGE ELEVATION STIP SE -SPILT ENTRY RECOMMENDED $EWO-SPLIT ENTRY WALK OUT =B27 0 GARAGE SIDE SLO-SIDE LOOKOUT T O 5WO-9oE WALKOUT O.V 0LOTFINISHED CORNELEVER B LOT CORNER J 35.5 }45 P5 STREET BENCH MARK TJH=876.30 (NAVD 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 & 7TH AVE. N. W£NO-IEM4MNESTLGND 71 it 73 PIONEERnee,i,g 2412 Emegns<Dnve (651)681-1910 Mendme Hei ght, MN 55120 w F-:691-9488 ww.pionartvg.com 0 25 60 00 GRAPHIC SCALE IN FEET MH=876.00 (NAND 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECRON OF CSAR 116 k 7TH AVE. N. 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N0. 7)= (csnx..NOE tasjD �� '-41ST Ali SECTION 30, TWP. 032, RGE. 24 ANOKA COUNTY, MINNESOTA PIONEEReneneeiing 2422 Enlarytive Dive (650681-1914 Menage Height, 74N 55120w euu: 681-9488 ww.pi0nccrang.com h - 42M d.1. 03-162M1 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5 e ILL --__L____ being 5 reel In wide, and adjoining lot lines unless tberwise indicated. ono 10 feet in width and 04plmng street noes and rear lot fines Unless otherwise indicated on the plat. PRELIMINARY PLAT two aalPvm rw p,ellmmvr Plot Euryca.a Wy All N't Pel If of, 9nnmmlt aonv or one 5oon"'t W o, or5,a ] In To"eatp 32 em9• 24. Aaakw o CnlY. MEnoeaato, ptoo Iona,Iona,nl Nawn ho awINa at Pa„tl1. ANOMA CpMTY HIGHWAY NIGHT OF WAY PIAT N0. 22 and Irr9 enol or of, —It 3DOOD r„t nertel. E.capt n, awn 165.03 (eat Elor., vv zs60 �a GRAPHIC SCALE IN FEET ANDOVER VILLAGE 5 of 19 ANWVER,MINNESOTA 6794 C.S.A.H. NO. 116 l BUNKER LAKE BLVD NW FX 12' WIDE 1HRU LANE - - - - IX. 12' WIDE iHRU LANE I Ifl (RAIL BITUMINOUS TRAIL a 1 II 30 II I 29 LL 28 I E --------------------- - -SECONDARY MOW 26 RDW TABLE EMERGENCY ACCESS SIDE 3'PROPERTY DELTA 10' Em UMINOM GUNNER R ROW 15' i 23' 41STAVENUE C; LdIF 20' W DTH GRA \ BASE 16.5' LOW OPFNpIG _ Z 2'+EDF PROPOSED FACE OF RETAINING WALL- ALL Y+ROUE 2+20.20 3'+EST. ® SEASON HIVE EST. SEASONAL HAVE L-_874.1 64.97 3+65.86 1 4+55.62 a 2221'44' 224.42 - 113.66 4455.62 STIR LIGHT Q Q -� [ 500.00 85.02 6+80.04 SECONDARY '_EMERGENCY w 5' RIG 10' BITUMINOUS 33 34 CONNECT TO DU TNI VEHICLE MAINTENANCE 20 W D1H GRA 35 rl :} PEDESTRIAN RAMP 8' BITUMINOUS TRAIL ACCESS 40 41 - J 36 n37 38 39 -, - -__- 32 zo' sTR ------------ RU LANE NRN LANE i --` R A ! r; -� j WL=81" . H _ wllmll©ilmilmllmdo Wammw� Mas 9 7s '�8' BITUMINOUS TRAIL 11' MOE RIGHT TURN LANE - - __ _ IX. IV WIDE THRU LANE EK 12 WIOC THRU lAI1E .� 11 WIDE LEFT TURN LANE Ir L ETL 12' WIDE 1HRU LANE 8 IX 12 WIDE THRU LANE VEHICLE _ �r4 -MAINTENANCE r ACCESS . - PATH PATI )C / 1' \\ ACCE�EMEW / - !-_I % DRAINAGE AND �. BA NTTTY 9 1 UTILITY EASEMENT ` I. 1C �rjYk-869; '\ WETLAND 1 Y - J 11I rur, \P0ND T,I8d d //1 ROOD EPEVan'LrNPERSTING CONDITIONS3535 qI 0 1 •A1LA9 t4 MODELdI♦ \ 3 J PROPOSED 100 YII r II J 4 I^ •{ ROOD ElEVI% 1 RETAIN I WALL % r �/ \\ �• ZONE A IN a:T `N r F •` v YR 8000 BOUNDARY %J 16 l0 14 13 �� $17 12 114�� 9 8 8 m c POND 100 27 J22Hl 20 19 18 23� VEHICLE MAINTENANCE1 "- --__ - > ________ __. _ - JI I - L _ rnFT L_J L _ _ , ,_, :____1 p ___.______,'-" all ool 6i� _ _J _ _ _NwL=6x60 Izo' I I J a CITYOF _ ANDOVERMUNICIPRL e _rIL=6I].9.I" r ° F RETNNNG WN.L �__ - L - - - - 1NICIPAL 1�== I REAR SETBACK -.-- T - - - - -- - - - - L 0. PRIVATE DRIVEWAY - PRIVATE DRIVEWAY CITY OF = - _ BOUNDARY UNDARY ANOKA 41ST AVENUE _ - ___ -- - -- - -- -ITI-- --- _� _ - -- -- °-- .A. PIONEERengi>TeeTiTTg 2422EW Iiw Ome 1611!0-1914 MUMme H[i86u.MH 55120 Fu66 1-9488 w.Pim ¢ngmm ®NQI Msn.Gmbnmc YA. Nm MAIL CLUSTER BOX (GRIM) SEE SHEET 16 FOR DETAILS SNOW STORAGE AREA.SNOW T ff ALLOWED lANC/FENdNC 00Ti- PROPOSED ZONE AE ATLAS 14 100 YR FLOOD LINE Opys_ (ELEV=867.6) FLOOD ELEVATION 867.6 ________ PER EXISTING CITY CONDITIONS ATLAS 14 MODEL PROPOSED 100 YR FLOOD EUV -867.8 STREET UGHT LOCATION PRELIMINARY SITE PLAN '1 LG YAMILY 51I BA KS MOW 26 RDW TABLE 25' PRIVATE DRIVE SIDE 3'PROPERTY DELTA 15PRIVATE DRIVE GUNNER R ROW 15' i 23' 41STAVENUE C; LdIF COUNTY ROAD _.. WEDAND BUFFER 16.5' LOW OPFNpIG Z 2'+EDF PROPOSED FACE OF RETAINING WALL- ALL Y+ROUE 2+20.20 3'+EST. ® SEASON HIVE EST. SEASONAL HAVE 2' 2' OFF EDGE OF TRAIL MIN 64.97 3+65.86 1 4+55.62 a 2221'44' 224.42 - 113.66 4455.62 6+80.04 : Q Q -� [ 500.00 85.02 6+80.04 SECONDARY '_EMERGENCY w 5' RIG 10' BITUMINOUS ACCESS CONNECT TO DU TNI RG C _. 20 W D1H GRA BASE rl :} PEDESTRIAN RAMP 8' BITUMINOUS TRAIL "1NFIL -, - -__- 32 zo' sTR ucNT L 8, 33 34 35 PIONEERengi>TeeTiTTg 2422EW Iiw Ome 1611!0-1914 MUMme H[i86u.MH 55120 Fu66 1-9488 w.Pim ¢ngmm ®NQI Msn.Gmbnmc YA. Nm MAIL CLUSTER BOX (GRIM) SEE SHEET 16 FOR DETAILS SNOW STORAGE AREA.SNOW T ff ALLOWED lANC/FENdNC 00Ti- PROPOSED ZONE AE ATLAS 14 100 YR FLOOD LINE Opys_ (ELEV=867.6) FLOOD ELEVATION 867.6 ________ PER EXISTING CITY CONDITIONS ATLAS 14 MODEL PROPOSED 100 YR FLOOD EUV -867.8 STREET UGHT LOCATION PRELIMINARY SITE PLAN '1 LG YAMILY 51I BA KS MOW 26 RDW TABLE 25' PRIVATE DRIVE SIDE 3'PROPERTY DELTA 15PRIVATE DRIVE GUNNER R ROW 15' REAR 23' 41STAVENUE 25' COUNTY ROAD 4G WEDAND BUFFER 16.5' LOW OPFNpIG 2'.UWL 9030'00' 2'+EDF LOWFLOOR Y+ROUE 2+20.20 3'+EST. ® SEASON HIVE EST. SEASONAL HAVE 866.0 ANDOVER VILLAGE ANDOVER. MINNESOTA 0 25 50 100 GRAPHIC SCALE IN FEET 4745 CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT I PC I PT Q 1'44'40' 30.45 1000.00 15.22 1+67.94 1+98.39 © 9030'00' 7304 46.50 46.50 2+20.20 2+93.24 ® 836'41' 69.7) 575.00 64.97 3+65.86 1 4+55.62 C4 2221'44' 224.42 575.00 113.66 4455.62 6+80.04 CS 1918.03' 168.43 500.00 85.02 6+80.04 6+48.47 ANDOVER VILLAGE ANDOVER. MINNESOTA 0 25 50 100 GRAPHIC SCALE IN FEET 4745 --CITY OF ANDOVER CITY OF PIONEER6nemefing 2422 FrtM ve Dnv (651)65,1-1914 Men601n Heights. MN 55120 w F-6" -W" w.ponmmng.ro 02MI Ponevr Cngl,M,K.A. In<«6r«mn4mmam�w,.v2w�+6r A o wNrlrp me[Iru2tvrlvlonvAwll my mvdly LkmiMPo(eumilFnpWer uvMwews etw smemavnnvae aeci GROSS RESIDENTIAL AREA WETLANDS WATER BODIES, AND NON-STORMWATER PONDS (INLCUDING 16.5' BUFFER) PUBLIC PARKS/OPEN SPACES RIGHT OF WAY AREA BELOW 100 YR HW_ VEHICLE MAINTENANCE ACCESS SNOW REMOVAL STORAGE C.S.A.H. NO. 116 BUNKER LAKE BLVD NW 1. GROSS RESIDENTIAL AREAY✓ 8.2859 AC 2. WETLANDS.WATERBODIFS,AND DOOODAC NONSTORMWATERPONDS (INCLUDING 16.5' BUFFER) BLOLCp 3. PUBLICPARKWOPENSPACES FIRM AC 4. ARTERIALROADROW DOODO AC 5. FEMA FLOOOPLAIN(E)lCLUDWG 2 ABOVE) 0.0000 AC 6. GAS PIPELINE EASEMENT DDOOO AC 7. VEHICLEMAMTENANCEACCESS 028M AC S. SNOWSTORAGEEASEMENT DD230AC NETAREA(=1-2-315-6-7E) 7.9799 AC NETDENSTTY 6.1434UNTTS/AC GROSS DENSITY 5.9137UNITS/AC TOTAL LOT AREA 6.8969 AC TOTAL RIGHT OF WAY AREA 1.3890 AC TOTAL NDMBER OF LOTS 49 LOTS ROAD MILES 0.1750MI NOTE: PROPOSED PLAT LOCATED IN THE LOWER RUM RIVER WATERSHED MANAGEMENT ORGANIZATION SITE DATA & LOT TABULATION 7(p NOTE 1: WATER LEVEL PER MEMO FROM HAUGO GEO TECHNICAL SERVICES DATED 03/08/21 ANDOVER 648-1 LAND LL( 14015 SUNFISH LAKEBLVD SUITE 400 ANDOVER VILLAGE ANDOVER. MANNESOTA GRAPHIC SCALE IN FEET TN11=876.30 (NAVD 86) NORTH SDE OF GEM 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 & 7TH AVE. N. O1F1(GIID'_4]SXEEfSrfEOATA 7 GF 19 ANDOVER VILLAGE -LOT BY LOT TABULATION LOTR BLOLCp NOOSE ttff GUTTE0.4NE ELDRIVE AY DRIVEWAY WAGE ELEVATION ELEVATION D0.'AWAY GMDE I%) LOW FLOOD ELEVATION LOOYAUT ELEVATION LOWEST OPENING ELEVATION 106YFA9 XWL EMERGENCY OVERFLOW N ELEVATION HIGHEST ANTICIPATED WATERLEVEL 1 1 SOG 875.4 977.2 SS 827.6 N/A 877.6 0]04 8')04 ME, 2 1 SOD 875d 8n.0 5.3 8774 N/A 977A Val 8]0.4 ME 3 1 06 876.3 877.0 6.1 8774 N/A 977A 8704 8]0.4 866' 4 1 M 0]4.8 an.a 5.9 877.5 N/A 822.5 WO..4 8704 S66' 5 1 SOG 83] Bn.1 5.0 877.9 N/A 8]].9 8](14 8]64 8E6' 6 1 SOG EMS 8n.1 4.9 827.5 N/A 877.5 MILL BEE' 7 1 SOG 876.3 86.6 4.7 877.0 N/A 827.0 -SELL 5,01 a01 SEE' 8 1 SOD 874.7 877.1 7.1 877.5 N/A 877.5 873.4 8240 666° 9 1 SOG 874.9 Bn.1 6.8 877.1 N/A 877.5 8714 874.0 SEE' 10 1 SOG BM.2 677.3 6.9 6]]] N/A 877.7 8734 0]4.0 &6' 11 1 SOG BM.S 977.E 7.1 8700 N/A 8]80 W14 874.0 ME' 12 1 SOG BM.J 864 7.6 8704 N/A 8]&4 8714 8740 866E 13 1 SOG 8]5.9 86.1 6.8 8785 N/A 8]05 8714 8740 BEE' 14 1 SOG 876.1 878.2 6.6 8786 N/A 6786 8'748 8]4.4 876' IS 1 SOG 876.4 86.6 7.1 879.0 N/A 8290 8748 8]44 tab' 16 1 SOG 876.6 879.0 DA 879.4 N/A 0]9.4 8748 874.4 ME' 17 1 SOG 876.8 V9.2 7.5 8296 WA 879.6 8748 8]44 REE' 6 1 SOG 87.0 86.3 7.3 879.7 N/A 0791 8748 874.4 AM >9 1 SOG 87.2 86.4 7.2 879.8 N/A 879.8 8748 1 8744 866' ]0 1 SOG MA 0]9.5 7.3 0]9.9 WA 879.9 8]48 044 866' n 1 SOD 877.6 879.9 7.0 8801 N/A 080.1 8748 W44 966' 22 1 SOD Bn.O Mal 7.0 5806 N/A MILE 0].411 W44 866' 23 1 SDG 876.0 801.3 7.9 8817 N/A M17 8740 8]44 866' 24 1 SOG 8]8.3 800.6 8.0 9830 N/A SELO 8718 8744 866' 6 1 SOG 86.4 USE 7.3 8810 N/A SELO 872.8 877.5 866' 26 1 SOG -86.9 SMA 43 8808 N/A 8808 877.8 877.5 866' 27 1 SOG 8]9.3 880.9 5.0 8813 N/A 8813 077.8 877.5 ME 26 1 SOD BA.] 8613 5.1 821.6 N/A M16 877.6 827.5 ME, 29 1 SOG 86.6 882.0 7.9 882.4 N/A 8024 877.8 877.5 866' SO 1 SOD V93 882.0 7.3 8824 N/A 8814 877.9 877.8 REE' Al 1 SOD 879.5 881.2 5.6 8816 N/A RILE 877.9 877.8 ME, n 1 FOG 879.7 821.2 5.0 8816 N/A 8816 01.9 877.8 866, 33 1 SOG 86.5 850.6 7.3 MID N/A 88LO 877.9 8]18 866, 34 1 SOG 078.2 8807 7.1 8911 N/A 881.3 875.8 IDSA 966, 35 1 SOG 8]8.0 881.0 7.7 0822 N/A 8822 875.8 875.4 866' 36 37 1 1 SOG SOG 87.8 8n.6 887.9 890.0 7A 12 631.3 760.4 N/A N/A 081.3 U04 SO" 8718 875,4 815.4 8661 8661 M 1 SOG 877.4 879.7 6.9 1180.1 N/A 0001 6]5.6 875.4 8661 39 1 SOG 877.2 879.4 6.8 879.8 N/A 879.8 8718 075.4 BEE' 40 1 SOG BD.O 8]9.2 6.6 8796 N/A 879.6 8718 875.4 REE' 41 1 SOG 876.7 878.9 6.7 879.3 N/A 879.3 8]58 875.4 42 1 SOG EMS 86.6 7.3 079.0 N/A 8]90 HISS 875.4 43 1 SOG 876.3 8287 N/A 8787 EMS 8754 44 1 SOG 876.1 8706 N/A 8706 875,8 8754 45 1 SOS 8]5.9 8]05 N/A 6705 8718 V14 J:Z 46 1 SOG 825.6 18n.0 8701 N/A WILL 8749 8713 47 1 SOG RISA 877.9 N/A 877.9 8719 W13 SOG 85.3 8»6 x/79 87].6 8749 8]5.3 49 1 SOD 8]4.8 877.5 N/A 8]].5 8]49 8]13 066, NOTE 1: WATER LEVEL PER MEMO FROM HAUGO GEO TECHNICAL SERVICES DATED 03/08/21 ANDOVER 648-1 LAND LL( 14015 SUNFISH LAKEBLVD SUITE 400 ANDOVER VILLAGE ANDOVER. MANNESOTA GRAPHIC SCALE IN FEET TN11=876.30 (NAVD 86) NORTH SDE OF GEM 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 & 7TH AVE. N. O1F1(GIID'_4]SXEEfSrfEOATA 7 GF 19 77 mow 20'ROW 25PRIVATF.ORWE SIDE 5 PROPERTY SHEET 13 IS' PRIVATE DRIVE CORNER@ROW IS' REAR 25' 41STAVENUE 25' C.S.A.H. NO. 116 4I WEBLANDBUFFER 165' LOW OPENING 2',HWL Y . EOF L_ 2'a NVOI. -' - BUNKER LAKE BLVD NW �!/o SEASONHWL RST.SEASONALHWL 866A INRLIIUTIW EL._874.9 --_.— RC f 20' VEHICLE WTLET=875.4 Z MAINTENANCE INRL1RAl.. EL=877.3 - - - --- --- _.__--HMa M&(UMR14)---_-_..__--___- - C3 _ — =877.8 :. W Z � _ HWL-W].9 (ATLAS 14) .9 (A WTLET=874.4 —�� V..,. -- - HWL=874.8 (ATLAS 14) GRAPHIC SCALII IN MU - _ BENCH MARK 20' VEHICLE _ N--01�E. =w ��:......•.�.. ........... - .. _ �+.�..-.•................� - w.. _.— _ NORTH SIDE OF CSAR tiff MAIN pNAss .... . > _ - t.......... .-..v... ...•....• _ - . "o.. .• 6 tri -- A: 7TH AYE. N. ,,.a.,„....n �..o....... � C C F !' !' �' ................F. .... U F- ,_, .......,.. -'.-'---87 ..............:76. _' ..... 77.8 I �.- P J p m P • i• SIR O J P ANDOVER 648 -]LAND LLC ANDOVER VILLAGE .. . mow 20'ROW 25PRIVATF.ORWE SIDE 5 PROPERTY SHEET 13 IS' PRIVATE DRIVE CORNER@ROW IS' REAR 25' 41STAVENUE 25' COUNTY ROAD 4I WEBLANDBUFFER 165' LOW OPENING 2',HWL Y . EOF LOW FI MR 2'a NVOI. Y+FST. �!/o SEASONHWL RST.SEASONALHWL 866A HK=877.8 (ARAE 14) 20' VEHICLE MAINTENANCE ACCESS _.. = — :. INFILTRATW EI_=873.9 0 15 30 60 WTLET=874.4 -- - HWL=874.8 (ATLAS 14) GRAPHIC SCALII IN MU BENCH MARK N--01�E. 71,111w876.30 (NAV, 88) NORTH SIDE OF CSAR tiff 1200 FEET EAST OF INTERSECTION OF CSAR 116 PI NEER�nee7in$' A: 7TH AYE. N. ,,.a.,„....n �..o....... � mFralxpzaSsxP�ro6w z4zz Emma.=Dors 16 51) 6811 914 Fw: 681-9466 �kaw.MouWn.H�-••P•w�m .m,.mru,�+•.r•.w..mrn R'���L ",m- ww Pb..a:I ANDOVER 648 -]LAND LLC ANDOVER VILLAGE McMma Hsi861s. MN 55120 ww.piorcertnysom �aylr u.aa AepwoW ¢ylmv i.oitii�l�mi [ui[.at o„I N.vrenwl PRELIMINARY GRADING PLAN 14015 SUNHSH LAKE BLVD SNHE 400 g of l9 w.a.6.+>u.. suoanew,d. Rq xu 4;59a 0.� exrxPPs RAMSEY. MOVNESOTASSJ03 ANDOVER. A9NNE50'fA 0uuuxvrmi...... u. bill mow 20'ROW 25PRIVATF.ORWE SIDE 5 PROPERTY SHEET 13 IS' PRIVATE DRIVE CORNER@ROW IS' REAR 25' 41STAVENUE 25' COUNTY ROAD 4I WEBLANDBUFFER 165' LOW OPENING 2',HWL Y . EOF LOW FI MR 2'a NVOI. Y+FST. �!/o SEASONHWL RST.SEASONALHWL 866A HK=877.8 (ARAE 14) 20' VEHICLE MAINTENANCE ACCESS _.. = — :. INFILTRATW EI_=873.9 0 15 30 60 WTLET=874.4 -- - HWL=874.8 (ATLAS 14) GRAPHIC SCALII IN MU BENCH MARK N--01�E. 71,111w876.30 (NAV, 88) NORTH SIDE OF CSAR tiff 1200 FEET EAST OF INTERSECTION OF CSAR 116 PI NEER�nee7in$' A: 7TH AYE. N. ,,.a.,„....n �..o....... � mFralxpzaSsxP�ro6w z4zz Emma.=Dors 16 51) 6811 914 Fw: 681-9466 �kaw.MouWn.H�-••P•w�m .m,.mru,�+•.r•.w..mrn R'���L ",m- ww Pb..a:I ANDOVER 648 -]LAND LLC ANDOVER VILLAGE McMma Hsi861s. MN 55120 ww.piorcertnysom �aylr u.aa AepwoW ¢ylmv i.oitii�l�mi [ui[.at o„I N.vrenwl PRELIMINARY GRADING PLAN 14015 SUNHSH LAKE BLVD SNHE 400 g of l9 w.a.6.+>u.. suoanew,d. Rq xu 4;59a 0.� exrxPPs RAMSEY. MOVNESOTASSJ03 ANDOVER. A9NNE50'fA 0uuuxvrmi...... u. mow 20'ROW 25PRIVATF.ORWE SIDE 5 PROPERTY SHEET 13 IS' PRIVATE DRIVE CORNER@ROW IS' REAR 25' 41STAVENUE 25' COUNTY ROAD 4I WEBLANDBUFFER 165' LOW OPENING 2',HWL Y . EOF LOW FI MR 2'a NVOI. Y+FST. �!/o SEASONHWL RST.SEASONALHWL 866A p V 79.5i Ns �m ER79.5. _ 1 - N IA� a Na Oa 0m m O gg 27 05 w SHEET 13 ANOKA. R CD --__— -- -- —_ _, INRLWR ON EL -877.0 - �!/o 41ST AVENUE WRET=677.5 HK=877.8 (ARAE 14) 20' VEHICLE MAINTENANCE ACCESS _.. = — :. INFILTRATW EI_=873.9 0 15 30 60 WTLET=874.4 -- - HWL=874.8 (ATLAS 14) GRAPHIC SCALII IN MU BENCH MARK 71,111w876.30 (NAV, 88) NORTH SIDE OF CSAR tiff 1200 FEET EAST OF INTERSECTION OF CSAR 116 PI NEER�nee7in$' A: 7TH AYE. N. ,,.a.,„....n �..o....... � mFralxpzaSsxP�ro6w z4zz Emma.=Dors 16 51) 6811 914 Fw: 681-9466 �kaw.MouWn.H�-••P•w�m .m,.mru,�+•.r•.w..mrn R'���L ",m- ww Pb..a:I ANDOVER 648 -]LAND LLC ANDOVER VILLAGE McMma Hsi861s. MN 55120 ww.piorcertnysom �aylr u.aa AepwoW ¢ylmv i.oitii�l�mi [ui[.at o„I N.vrenwl PRELIMINARY GRADING PLAN 14015 SUNHSH LAKE BLVD SNHE 400 g of l9 w.a.6.+>u.. suoanew,d. Rq xu 4;59a 0.� exrxPPs RAMSEY. MOVNESOTASSJ03 ANDOVER. A9NNE50'fA 0uuuxvrmi...... u. CITY OF ANDOVER MUNICIPAL w SHEET 13 ANOKA. R CD --__— -- -- —_ _, INRLWR ON EL -877.0 - 41ST AVENUE WRET=677.5 HK=877.8 (ARAE 14) 20' VEHICLE MAINTENANCE ACCESS _.. — -- — INFILTRATW EI_=873.9 0 15 30 60 WTLET=874.4 -- - HWL=874.8 (ATLAS 14) GRAPHIC SCALII IN MU BENCH MARK 71,111w876.30 (NAV, 88) NORTH SIDE OF CSAR tiff 1200 FEET EAST OF INTERSECTION OF CSAR 116 PI NEER�nee7in$' A: 7TH AYE. N. ,,.a.,„....n �..o....... � mFralxpzaSsxP�ro6w z4zz Emma.=Dors 16 51) 6811 914 Fw: 681-9466 �kaw.MouWn.H�-••P•w�m .m,.mru,�+•.r•.w..mrn R'���L ",m- ww Pb..a:I ANDOVER 648 -]LAND LLC ANDOVER VILLAGE McMma Hsi861s. MN 55120 ww.piorcertnysom �aylr u.aa AepwoW ¢ylmv i.oitii�l�mi [ui[.at o„I N.vrenwl PRELIMINARY GRADING PLAN 14015 SUNHSH LAKE BLVD SNHE 400 g of l9 w.a.6.+>u.. suoanew,d. Rq xu 4;59a 0.� exrxPPs RAMSEY. MOVNESOTASSJ03 ANDOVER. A9NNE50'fA 0uuuxvrmi...... u. 79.A .4 ............. a J q7,1,9P ,. E.O.F. =c—_ 1-4 78.1 87).9 877.8 46',- 47 48 400 5o GN i0o aO G3 _L J m1 7 –J I –J 12 8)5.9 ..75z 0.75% 6)5.3 Ir �.. 6 1 y SOG I - - Lr:en.a + SOG - I F87�7.4G 0. 79 ----- =i- ----------- �.S.A -- _- H. N0. 116.... -...- BUNKER LAKE VD NW I 40 O PROPOSED D k U EASEhIENT. (SEE SHEET 4 ACCESS • : • • . :: I _ _ - - - - 'rF�� - \ - - - - MADE EXISTING TO r 'Ili z _ / .•. °4q^ DRAIN TO WET -ANO 2 20 VEHICLEI. 0 MAINTENANCE 1 •\� 40 4- J AccEss ` Y..\ ,. 67rnNfi N AND 1 '= �_ �a �WE RAND 2 ODILET=66].4 ` �`\EOiF� Il 1•'•', HWL=667.4 (AT 14) �1 1STARTING El -EV -866.0 ....... ME ROW 3 I SIDE 5'PROPERTY ,' - :- / _ _ _..- 1 I r N cul=, Iml REAR ' BASINS. 41STAVENUE 4 Z 1 7 / WETLAND BUFFER 49 %' i Y+HWL LOCAL 100 YR .` 2'+1fV/1. 1 FLOOD ELEV=867.4 \ _.... rI(i I � e GRAPHIC SCALE IN FEE! ..75z 0.75% 6)5.3 Ir �.. 6 1 y SOG I - - Lr:en.a + SOG - I F87�7.4G 0. 79 ----- =i- ----------- �.S.A -- _- H. N0. 116.... -...- BUNKER LAKE VD NW I 40 O PROPOSED D k U EASEhIENT. (SEE SHEET 4 ACCESS • : • • . :: I _ _ - - - - 'rF�� - \ - - - - MADE EXISTING TO r 'Ili z _ / .•. °4q^ DRAIN TO WET -ANO 2 20 VEHICLEI. 0 MAINTENANCE 1 •\� 40 4- J AccEss ` Y..\ ,. 67rnNfi N AND 1 '= �_ �a �WE RAND 2 ODILET=66].4 ` �`\EOiF� Il 1•'•', HWL=667.4 (AT 14) �1 1STARTING El -EV -866.0 1 .a 8723 5.8 --� I / --vRMFL00D BWNDARY 0 C 75 i 6� ool J 1 (ELE 870+/ SOG L FO- �I K L- F.OF_ -.....-_......._.-... FRONT ....... ME ROW _ ANOKA 25FRIVATEDRIVE SIDE 5'PROPERTY ,' - :- / _ _ _..- ITPRIVATEDRIVF CORNER @ROW IS' REAR ' BASINS. 41STAVENUE s CC) M ROAD 1 7 / WETLAND BUFFER 16.5' LOW OPENING Y+HWL LOCAL 100 YR .` 2'+1fV/1. 1 FLOOD ELEV=867.4 \ _.... rI(i ESI'. SEASONAL NWL 866.0 GRAPHIC SCALE IN FEE! PROPOSED ZONE AE Y \ ROW PWHIMP4CFSUMAKI1v aYIfj \ 20' ATLAS t4 YR FL000� MAINTENANCE� UN'(ELEV=8676) \\//yJ'-/ IKIOW s uxw. clAN.q TOTa Cul EOOw Ns3 3sc cv ACCESS 1OT¢Au ulOW6N 331 c NET 423 CC CO! 1 .a 8723 5.8 --� I / --vRMFL00D BWNDARY 0 C 75 i 6� ool J 1 (ELE 870+/ SOG L FO- �I K L- F.OF_ -.....-_......._.-... FRONT ....... ME ROW _ ANOKA 25FRIVATEDRIVE SIDE 5'PROPERTY ,' - :- / _ _ _..- ITPRIVATEDRIVF CORNER @ROW IS' REAR ' BASINS. 41STAVENUE s CC) M ROAD 40 WETLAND BUFFER 16.5' LOW OPENING Y+HWL 2 . EOE LOW FI -WR 2'+1fV/1. 3'. EST. _.... SEASON HWL ESI'. SEASONAL NWL 866.0 2D WIDE �ICLE -` _ ►� ! _ _a_ .msHILL AREAS s ANDOVER MUNICIPAL !s • T ..N p 7364 m - % - -- - _ ANOKA NOTE: ALL SLOPES 4:1 MT -1 THE -- --- 740 74.0 o m u ,' - :- / _ _ _..- .. . ... EXCEPTION OF BELOW TIE NW- OF . ...,-. ..—�.,_ :.-- -- _ - ' BASINS. _ --:SEE DETAIL ...'+. - _.-- I - - - i SHEET 13 '.. - _ 41ST AVENUE _.... 0 15� SO 60 ---- - GRAPHIC SCALE IN FEE! Rc F 20 VEHICLE NFILTRATON EL.=872.5 MAINTENANCE ACCESS OUTLET=873.0 HWL 8734 (ATLAS 14) I BENCHMARK TNH=86 30 (NAVO 88) NORTH 90E OF CSAM 116 P1ONEL 2422 Emapn Dm�v McMws Heiglm MN 55120 16 511 6 8 1-1914 IMW mar.cnma Pia �+w.w^dh N®.�, /7y� I... Ira,.m. �. Fu: 681-9488 �� �y�um� ��.w wEnrvW 1 emm�'. Mmmo ^:oiii.�Icly`cw�x.4$� www.IEaiaangam ., as suwxeN..w. R..Ne 4;.iK o.: a:assxl PRELIMINARY GRADING PLAN ANDOVER VILLAGE ANDOVCR. MDINFSOTA 1200 FEET FAST OF INTERSECTION OF CSAH 116 k 7TH AVE N. roaxo-lmxssxlxraaw ]p .11 —19 �C:S%A.H. N0. 116 BUNKER LAKE BLVD NW / _.....__ — _... _.- _ _-____ -__ .. ....I .. I - - _ ...� _ — — — _ ............. '.. tl rBtD� peF,F ,5:: ° — _ - > \ z 1 Y21 riW@••i f]��r -a>o_ 2 (�•� -P SND /� �. 7 _ '- � _ -' x DurroANi 1 \ 1 32 - x _ - _ .—... POND2 J ! J V1 L,S (\ �I 3 34 35 —42 43 i N -B qC 41 45 48 31 47 ZQ t Tl ! E� / Ss 37 38 39 48, 49/ / ..30__.. .... � 1 T A E i '.__� � ". JI �j :•� .,ice, ��\I ------------- ff , 1 z 11 // N h z� 2e 24 za 22 21 I/ �� �X k� bq .Nqi y f� L,. IL�— fl • 1 2s / (. _....... a...._� iBs"I .CLTY AF / J s 1 .... - �. .. Rc E • - - ... /� _ 1 �`� - _""` ANbOVER IN16l-AL— r MUNICIPAL _ -.. c 4 - ....fi _. a,/ 1 c 41ST AVENUE -�-r — LTTT \, ���,\ 1 4 ) � ��� � ,,{ i b, ,fl:r—a r., i ��I � ,j I t;, � � � � I `:; i/I li,� I f.�•:,:I� � � I�E'a. '? i "���-1� ~�/—SII � I +t I l ROCK BEAN. INSTALL MTHIN ] DAYS OF GRADING COMPlE110•1 OR BEFORE 15T 1 PIONEERenenming 2422 Ent,,me On, (651)681-1914 Mendala HeigMa, MN 55120 —,ion 1-9188 w.Pon—&co 32 LEGEND NOTE: DEYFLGPER IS RESPONSIBLE FOR REMOMNC EROSION CONTROL FEATURES UPON ESTABLISHMENT OF PERMANENT EROSION CONTROL/VEMTATION. 0 30 60 120 GRAPHIC SCALE IN FEET BENCH MARK TN11=876.30 (NAND 88) NORTH SDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 & 7TH AVE. N. .G-IAMTSHERT-EROS RCq( CMISTRRE SI I OF' GRA INSTPll BEFORE SiPRi CF CRAOINC PHASE UNE ROCK BEAN. INSTALL MTHIN ] DAYS OF GRADING COMPlE110•1 OR BEFORE 15T RNNFALL EVENT WHICHEVER IS FIRST • . • •.. • •.. o PERIMETER EROSION CONTROL FENCE INSTALL BEFORE START OF GRADING DO NOT OISAIRB AREAS STABNEEO EMERGENCY OMRROW MNDOL CAT W FR04W CWTRDL BLANKET. m ERE O CATCH BASIN INLET PROTECTION TO BE INSTAll D AFTER 1ST UFT INSTALL MTHIN ] DAYS OF GRADING CCMPLETON. (SEE DETAIL SHEET 13) 5 STAT 01` GR INGE INSTALL BEFORE START CF GRADING INSTAUABE OF 7'�y�/�y LAT 20 CONTROL DV.NKEi. SECONDARY QtOSIXV CONTROL FENCE CH BASINS CATCH BASIN INK TON YYS/+YJ' 7DAYS INSTALL M1HIN ]DAYS OF GRADING INSTALL N BE INSTA 48 HOURS AFTER 10, �I -ET TH CA TO BE INSTPLLFO MTH CARR COMPtE110N COMPLETION OF GRADING. BASIN GRAZE MEN WTFALL OVERFLOW TFNSAR A250 OR APPROVED EWAL VM% SC- _3�� BUMPED MPRAP ROM ENT ENERGY SPRAIN BID RIXLS INBTALL M1HIN ]DAYS INBTALL M1HIN ] DAYS OF GRADING DISSIPATER, IN STALL MTHIN 24 HORS OFGRADING COMPLETION OR REBORE ISL COI (SEE OFTNL SHEET 13) AFTER CONNECTION TO A SURFACE WATER. RAINFALL EVENT WHICHEVER IS FIRST NOTE: DEYFLGPER IS RESPONSIBLE FOR REMOMNC EROSION CONTROL FEATURES UPON ESTABLISHMENT OF PERMANENT EROSION CONTROL/VEMTATION. 0 30 60 120 GRAPHIC SCALE IN FEET BENCH MARK TN11=876.30 (NAND 88) NORTH SDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 & 7TH AVE. N. .G-IAMTSHERT-EROS SI C.S.A.H. NO. 116 -- BUNKER LAKE BLVD NW d z w--- ------------------------------------ z 0 PIDNEERneeiing 2422 EmIZ"`v Dnve (651)681-1914 Mcndnle Hcigh" MH 55120 w F -x 681-9488 w.pionartng.<o ®311E11'wnm9Alnevlrg. Y.a MUNICIPAL 141ST LANE NIN 41ST AVENUE TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO NNDOT 2573 O 3876; CQVA9IMG OF. MAY 1 — AU415T 1: MINNESOTA STATE SEED MIXTURE 22-111 (OATS COVER CROP) O 100.0 UOS, PER AWE OR APPROVED EWA.. • AUGUST 1 — OCTOBER 1: MINNESOTA STATE 4 ADMIRE 22-111 (METER WIEM COMA W W) O IMO IBS PER ACRE OR APPROVED EQUAL • MULCH MAIL BE NNWT M2. ME 1 O 2 TONS PER ACRE W APPROVED EQUAL AND 019( ANWgED IN PUCE W AFPROMD EWA. INSTAIIED TO MINIMUM 90% WMRAM OF WE SURFACE AREA D15WRSED. MNNT 3%1, ME 1 00MMEBCIAL HERTUM. 10-10-20 O 2W IBS FOR AWE PELYANENT NRF RESTORATION 91A1 BE DONE IN ACCORDANCE WTI NNOOT 2573 k U76 CONSISTING OF. MINNESOTA STATE SEED MIXTURE 25-121 (BANDY GENERAL ROADSIDE) AT 61.0 POUNDS PER ACRE MULW SMA RE MMOT ]992 ME 1 O 2 TONS PER ACRE W APPROVE EQUAL AND DISI( ANCHORED IN PUCE OR APPROVED EWA. INSTAIIED TO MINIMUM 903 WMAACE Of NE MIRFAM AREA DSNRBED. MNOOT 1901, ME J SIAW—RETFASE FERTU2 . 22-5-10. MINIMUM ]OX WATER—MOUAIB NITROGEN O 350 IBS PER ACES. ® PERMTENT BASIN SEEDING SHAL BE DOME IN ACCORDANCE WM MOOT 2575 h 3676 CONSISTING OF. SWET BASIN PENIN/ON)FLTRATON BASIN: MINNESOTA STATE — MIXTURE 33-261 (STOW WATER SWM AND WEST) AT 35.0 POUNDS PER AWE • ABOVE BAUM REACH W HIM WATER TEAR' MINNESOTA STATE YID MIXTURE 35-241 (MES C FEARS GENERAL) AT 36.5 POUNDS PER AWE. STAHAJM WTH NNDDT EROSION GWWD- DANKET GT 2.W. MNDOT Mi. TWE 4 NAWRA--BASED FERTUIDR. 16-1-8 O 120 IBS PER AWE M 1]-10—] O IN LBS PER ALES N— 1—I I go. z ' 1\ N�1 °^�o^ POND f\ aooeoD° 100 CITY OF ANDOVER MUNICIPAL F-.7 UPIAND/NANRAL AREA SES)ING MAL BE DONE IN ADWRDANCE TO MOOT M75 h U76: CONSISTING OF [��!�!;•� �j MINNESOTA STATE SFID MIXTURE ]}241 (MESIC MARIE DISMAL) AT 36.5 POUNDS FEE AWE MULW SHALL BE WDOT 3662 ME 3 O 2 TONS PER AWE ON APPROVED EQUAL AND D@! ANDHORI IN PUCE C i APPROVED EQUAL, • NNEIOT 3081. ME 4 NAWRA—BASED FORMM. 18-1-8 O 120 IBB PER ACRE OR 17-10-7 O IN IBS FEE ACRE WERAND UftM'D BUFFER ASTA J 9.]URI E£5f] AT FOUNDS PER LA • MINNESOTA STATE SEED AWE NULW SHALL N . E(STORMWATERTON C APPROVED MNDOT J%2, 3 O 2 iWE PER AWE 1)i APPROVED EOUA AND OR EQUAL DISI( ANCHORED IN PUCE RAD EQ U • NNMT 38ER TIPf 4 NATURAL—BASED FERDUZER, 16-1-8 O 120 IBB PER AWE M 1]-10—] O —BASEDD 150 IHS PFIt ACRE D 30 60 120 GRAPHIC SCALE M FEET BENCH MARK TNH=876.30 (NAND 88) NORTH SDE OF CSAH 116 1200 FEET EAST OF INTERSECTON OF CSAR 116 k 7TH AVE. N. mlxwmz4ullEL7sFFD ANDOVER 648-1 LAND LLC ANDOVER VILLAGE PRELIMINARY SEEDING PLAN 14015SUNFTSHLAEEBLwsurre4W 12 OF 19 RAMSEY MMNESOTA 553M ANDOVER,MINNESOTA 1 WAITING 4WdCE CONS@UIVON ACTNTY REWIflFMfN15 1. INSTALL W R( (UVB@VERSH EVHANCE FINISHED GROUND 2 INSTALL PEAWIMETEB SEDIMENT CONTROL DEMCES (SLT PENCE). A f8480N�E1FtlIlf%4.�A®D:5 S. 5@IP TOPSEI S10MPLLE AND STPHIIS IN BEAM FOR FUTURE SPREADING. O 4. OLIO TEMPORARY SE➢IMENT BASIN AS NEEDED, BASIN TO BE TWO W/ACRE OF AREA STOPPED. CLEAN 1. ME CONTRACTOR WALL IMPLEMENT CONST MGM PHASING WGETATW BUFFER STOPS. HORIZONTAL SLOPE TEMP BASIN NOTE SBS FULL WADING, AND OTHER CANSTUCTON fRAGV99 THAT MINIMM MOST @E LOCATION OF AREAS NOT M BE 5. All SOLS WLL BE COMPACTED PER SPELTFlCATIONS. DISTURBED MUST BE DOMEATED (EG. WIN RIGS. STAKES, SIGNS. SET FORM ETR) ON THE DEMWPMENT O. MNNTNN DRAINAGE DURING G AMIG MERATON TO MMMRARY SEDIMENT BASH. ST SCENE WORK BEGINS. T. COMPLETE SITE WADING PER PLAN. HOUSE TIDES B RE4READ MPSDL MAINTAIN A MINIMUM OF 4' BMW. 2. TEMPORARY STABILIZATION MIST BE INITIATED IMMEDIATELY WHEREVER MY CONSTRUCTION ACTNTT HAS 9. MNNTNH MANAGE M RFLP SEDIMENT BARN UNAL NEM PHASE SEWS. PERMANENRY OR TEMPORARILY CEASED ON MY PCRTHM F RHE SITE AND BILL NOT RESALE FOR A PERIOD 10 STADIUM DENUDED AREAS AND G I_ES WTIIN TIME FRAME USIED IN MOSON PREWNTOi PRAGTCES EXCEEDING T GLLQIDAR DAIS. SMAUYAWON MUST BE COMPETED NO LATER MAN 7 CALENDAR DAYS AFTER LOWEST FLOOR ELEVATION NE CONSTUCTON ACTNTY HAS TEMPORARILY OR PEMANMRY CEASED. ,MMm KOM 1 ALL M OSED mL AREAS W TIN 200 FEET CP A SURFACE WATER OR MY STOdIWAIFR CONVEYANCE SYSTEM I. THE STOOD WATER POE.UUM PREVENTION MANAGER SIAL BE A FORM TAMED, KNOM OROCANE AN0 WHICH 15 CONNECTED TO A SURFACE WATER MUST BE STASUZFD WMW 7 DAYS THESE AREAS INCLUDE PONS EMPWENCEO IN TE APPLICATION OF EROSION PREVEHTON AND SEDIMENT CONTROL BMPS WHO WLL OVER SIDE SLOPES EXPOSED SOLE MEAS WTH A POSITIVE AWE TO A MRS AND BUTTER SYSTEM. STORK SEWER SIE TRE IMPIEMENTATCR W @E SWFPP AND TRE DISTILLATION, INS'EUM AND MANTEUNCE W ME WHET. MANAGE DITCH. OR OTHER SYSTEM NAT DISCHARGES TO A SURFACE WATER. EROSION PREVENTION AND SEDINEDi CMTRW BMPS BEFORE AND WHINGE CONSTRUCTOR. A WE MINIMAL VETTED PERIMETER W ANY DRAINAGE DITCH MUST BE UABIIZED WHIN 200 UNEAL FEET MGM 2" CONTRACTOR TO ADHERE TO ALL REQUIREMENTS W NE MINNESOTA POLLUTION CONTROL AGENCY NE PROPERTY 0t£. OR FROM WE PONT CP DISCHARGE RI MY SURFACE WATER (ANN 24 HOURS W N.PA.ES PERMIT. INCLUDING NE REQUIREMENT M MINIMUM NE AREA DISTURBED BY GRADING AT MY CONNECTING M A SURFACE WATER). OVEN TIME ANO TO COMPETE TAF RESIOtATON MT N NE TIME REWIRED BY @E FRUIT AFTER TEMPORARY EFASXO GRADING OR COMPLETION OF (AMINO. & PPE WTETS MUST BE PROVIDED WTH TEMPORARY OR PERMANENT ENERGY OISSIPATW WNW 24 HOURS W CONNECTOR TO A SJRFACE WATER. d A CWT W NESE PLODS MUST SE ON NE .KSI STE WHENEVER CONSTRUCTION IS W PROGRESS. B. MOMENT COMMON PRACTOG M BMPS REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DENIED W NE MPGA PROTECTING WATER WAUTY IN URBAN ARDS MD NE MWNESOTA CONSTRUCTOR SHE EROSION AND SEGMENT CONTROL PUNNHG HANDBOOK. 3. ALL SHOW AND SEDIMENT CLW@W FAOUTES (BMP'S) SHALL BE INSTALLED AND IN WERATW PRIM TO LUNO WSNRBM'!I ACBNMS. SOME MOSM CONTROLS SUCH AS CHECK DANS AND TEMPMMT NET PONDS MAY BE WSTALED AS GRADING COMES IN NE MEMO AREA THEY SMALL BE MAINTAINED UNTIL CONS@UMON IS COMPLETED AND NE POTENTIAL FOR EROSION HAS PASSED. 5. NE BMWS SHOWN M THE PLODS ARE NE MINIMUM REQUIREMENTS FOR THE ANTIMATTER SITE COMMONS. AS CONSIRUCTM PROGRESSES AND UNEKPECIED M SEASONAL CONDITIONS DICTATE. NE PERMITIFE SHALL MTOPATE NAT MORE BAR'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT COMMON. ON @E SME DURING THE COURSE M CONSTRUCTION, IT IS @E REW NSI9M1ITY W THE PERMITTEE M ADDRESS AMY NEW CMD@ONS NAT MAY BE CREATED BY CONSTRUCTION ACVMCS AND/OR MI EVENTS AND TO PROMISE AMMONALL MPS OVER AND ABOVE NE MINIMUM REWIRG ENT3 SIOM M THE PVNS NAT MAY BE NEEDED TO PRONDE EFFECTIME PROMOTION M WATER AND SOL RESOURCES T. AL @EBB NOT USTED FM BMW& SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN WE ORP UNE, ROOT ZONES M WITHIN TREE PROMOTION PENCE MEAS S. WHEREVER POGROM PRESERVE WE EDSMG TEES MASS .0 OTHER 4EOEEATIYE COVER TO HEMP FlLTER RUNOFF. 9. OPERATE TRAIX EQUIPMENTZSR) UP AND DOM EXPOSED SOIL SCORES M FINAL PAW. UE MNG TRACK WIDOWS PFRPENDIW TO NE SLOPE. DO NOT BACK- BADE LEAVE A SURFACE RWM M MINIMIZE EROSION. 10. TEMPORARY SEED MALL BE GORE IN AC0.WOANCE TO MNWT 2575 h 3876. OWSISRNG OF: MN SEED MIX 22-111 O 40 IBS PER AME M AWROYED EWA_ NULM M HIRE. BE MHOOT TYPE 3 O 2 TS PER AME M APPROVED EQUAL EAND ROPE ANMGRD IN PLAEE M MMOhD EWA.. INSTALLED M WMMUM ROW COMERAM OF THE SURFACE MU DISTURBED. TWE 1 FFRMEER. 10-10-21 O 200 LBS. PER ACTS 11. PERMANENT TURF RESTORATION HINL BE DONE IN ADOOROANCE WTH MNOOT 2375 & 3870. CONSISTING OP NN SEED MIX 25-121 AT 75 POUNDS PER AWE NULM SHAM BE MNOOT TYPE 3 O 2 MMS PER AME M APPROVED EWDI K AND S( ANMORM IN PUCE M MPROM EWA. INSTILLED @ MRMVM 80S COVERAGE OF WE SURFACE MU DISTUIOED.MULM AT 90 S COVERAGE WTH DISC ANOHM. • TOPE 3 FMMTZERN 22-5-I0 BGMAM O 350 IBS PFA AWE 12 SLOPES AT MI M STEEPER. AND/M MORE INDICATED M WE PWNS SINAL M SEEDED AND HAVE M OWN CONTROL BLANKET TYPE 3 INSTALLED M MAY BE HYGRO R EDED WITH TACKIFlER MULCH. I3. WE CMMACTM SHALL REMOVE AL WILE AND SEDIMENT WACHS) ONTO EMSMY S@EETS AND PAWD MEAS IA. IF SLOWING MST BECOMES A NUISANCE WE CONTRACTOR SHALL MOLT WATER FROM A TANK TRUCK TO AL cWWRUCnOR MEAS. IS. WWW T DAYS OF CMPIETM OF THE SHE MAIWNG CHNATONS TIE SIPPED SM (EXCEPT ROADWAYS) SHALL HAYS 8@N SEEDED AND MUMMER AND HLT PENCE SHAL INSTALED MOUND AL PONDS. 15. ATL TEMPORARY ERMIM AND SEDWMT CONTROL MEA AURES SHAM BE PROPERLY DISPOSED OF WITHIN THIRTY DR) DAYS AFTER I N& STE STABN7ATIM 15 AMIEW) M AFTER WE TEMPORARY MEASURES ME NO LONGER NET 17A THE MINIMIZATION OF SOIL COMPACTOR MUST BE USED ON MEAS OUTSIDE OF SPEOFIC COMPACTOR REWIRED MUS THESE MACOMB 1NMUDE PREVENTING HEAVY EQUIPMENT @APIC AND COMSMRJCTM TRAFFIC FROM AREAS. USING PRACTICES TO PREWNT CONCENTRATED ROW OCWRRING OVER WE EJL PRONDE USRT TRACKED EQUIPMENT TO CONSTRUCT AREA TO FINAL MADE WE MEAS REWIRING LOOSE SOIL INCLUDE ALL MPSOIL PUCEMBR AND INRLTRATON/FTLTRATM BASINS. M NL GARSAG£ DEAD T✓EE6, EXISTING PENCE UNE AND/OR POSTS AND OTHER MRS SHALL SE REMOVED OT WE GEVELWIIt PRIM TO TRANSFER OF WROTE M WE DTT. WE OEYELMcIR S M l STREW IE A SUE WMX WITH WE METWRATE STAFF MEMBERS EOR A FEW INSPECTOR PRN TO MY ISSUANCE OF MIMING PERIM£ 19. TRNL AND HDEWAR LOCATOR SIB MACE CORRECTIONS STAEL BE COMPLETED WN MASS SR SHAMIR IF FOUND NECESSARY. 20. MAMMUM SLOPES SHALL BE 4:1. 21. INLET PROTECTION SMAL BE REMIND BY NE CONTRACTOR PRIM TO WINTER PREBEND AND R ILACD IN THE WING AT TIE WRECTM W WE CRY ENGINEER MO PURSUANT @ WE REWIREMMTS W WE GFNWA PERMIT. U. SHE IS LOCATED WTHIN WE BOUNDARIES OF WE MEMO WATERSHED DISTRICT. w w w 7 � 7 z aT PROIL DKCTO OF ON ST n01i5• 0.5' LOT BENCHING DETAIL NO SCALE PI$NEERenenee ng 2422 EnNmme Dme (651)681-1914 I,NWI Hcighm MN 5512D F.: 681-9488 W w.Pinn lengm 1. SEDIMENT CONTROL PRACTICES MUST MWIMME SEDIMENT FRTWNG SURFACE WATERS. DRONES AND SEDIMENT BASINS REWIRE SEDIMENT CONM0. PRACTICES ONLY AS APPRCflnATE FOR SM CONDITIONS. IF DOWN GRADE SYSTEM 15 OVERLOADED. ACO IONM UPGRADE PRACTICES MUST BE INSTALLED. AND NE SWEEP MUST BE AMOMED. THESE SHALL BE NO MORMON SLOPE LENGTH W GREATER THAN 75 FEET FOR SLOPES WN A MADE M 3:1 M STEEPER. MOPES MAY BE ADMEN WTH ELT FENCE ROCK CHECK DANS. COMPOST SNAKES• OR OVER AWROND METHODS AND/N AS SHOWN ON VE MOST CONTROL PLAN. 2 SEDIMENT CONTROL PRACTCES MUST GE ESTABLISHED ON OOYWORACE PERIMETERS ROME UPGRADE LAND DISTURBING ACTNNS BEGIN. 3. THE TIMING M SEDIMENT CONTROL PRACTICES MAY BE ADLSMD TO ACCOMMODATE SHORT TERM ACTNTE£ HOWEVER. THESE PR UCTIGS MUST BE INSTAEED STOOD NE NEM PIEOPRA ION EVENT EVEN IF WE ACTNTY IS NOT CMPIETE M CMTU CRIR MUST PROTECT ALL STORM DRAW INLETS BY APPROPRIATE BMP$ DUMB CONSTRUCTION UNTIL ALL SOROES WN POTENTIAL FM DISMAWiNG M NE MEET HAW BEEN STABA_EM, 5. TEMPORARY STOM IIA MUST HAW SET FENCE AROUND THE PIMMETER W NE BASE W THE STW%PRE ANO CANNOT BE PACED IN SURFACE WATR£ INELUOINC STORM WATER CONVEYANCES SUM AS CORS AND WTIFR SYSTEMS. M CONDUITS M DITCHES. 5. CONTRACTOR MUST INSTALL MIAPWANY (W PERMANENT) YIMNEHTATM BASINS WHERE RVE M MOS AWES OF OSRRTED SOL DRAIN W A COMMON LOCATOR ANI AS SHOWN ON THE WOSW COR@0. PLAN. I. DEWATERING W MT TYPE W SURFACE DRAINAGE NAT MAY HAW TURBID M SEGMENT UOM OISMANGE WATER MUST BE MORASSES M AN APPROVED SEDIMENT BASH ON THE RROECf STE WHENEVER POSSIBLE IF NE WATER CANNOT BE DISCHARGED TO A BASIN MIN TO ENTERING NE SURFACE WATER. IT MUST BE TREATED WTH NE APPRWRATE BMP'S SUCH NAT THE DISCHARGE DOS NOT ADVERSELY AFFECT NE RECBNNG WATER M MAINSTREAM! UNDOYMEtS. NE CONTRACTOR MUST ENSURE NAT DISMARGE POINTS ME ADEQUATELY PROTECTED FROM ENTSON AND SOME. NE DIS TARGE MUSE BE DISPERSED OWN NATURAL ROW RIP RAP. SAND BASS, P ASHC SIAERNGA M OTHER ACCEPTED ENERGY DISSIPATION MEASURES 2 NL WATER FROM DMAMMNG MUST BE DISCHARGES) N A MANNER NAT CLOS NOT CAUSE NUISANCE CONDITIONS, MORN M NUNDATON OF WEIUNOS CAUSING SIGNIFICANT ADIERSE IMPACT TO NE WEMM. 1. WE CONTRACTOR MUST AIRPORT SOMEONE TO INSPECT TIE CONSTRUCTION SM ONCE EMERY SEVEN DAYS DURING ACTIVE CMSMUCTON AND WITHIN 24 HOURS AFTER A RANFAL, EVENT OF GREATER THAN 05 INCHES IN 24 HOURS ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER N.P.CA N.P.O.ES REQUIREMENTS. (NOTE LEGA. URISUCTON MAY REWIRE A MME FREQUENT INTERVAL OF INSPECTION.) 2 AIL NONFUNCTWM SUPS MUST RE RWARED, REPLA® M SUPPLEMENTS WTH NNCTMAL BMPS BY NE 00 OF NE NEM BUSINESS DAY AFTER DISWVERT, M AS SOON M REND CONDITIONS ALLOW ADDERS UNIE55 MOTION THE MME 15 SPOOFED. (SIX NPCA NPOE5 PERMIT IVES). 1. SOLID WASTE MUST BE BS'OSED OF PER M.P.CA REQUIREMENTS. E HAZMOWS MATERIALS MUST BE STORED AND DISPOSED W PER M.P.C.& REGULATIONS. 1 EXTERNA WASHING OF CONSTRUCTION VEUMD5 MUST BE MAIMS TO A DEFINED AREA OF THE SIE. RUNOFF MUST BE CONTAINED AND WASTE PROPERI DISPOSED W. NO MGNE OEWEASNG IS ALLOWED ON SNE DRAINAGE & UTUTY EASEMENT E _ 1 FINISHED GROUND EEVATON O BLOW N0. LLOWESI ENING 7 -LOT N0. SRP HEIGHT HOUSE TIDES (IF REWIRED) R -RAMBLER OR SPLIT ENTRY LO -RAMBLER LOOKOUT OR SPOT LOWEST FLOOR ELEVATION LO ENTRY WALKOUT WE -RAMBLER WALKOUT GARAGE ELEVATON p STp SLO -SIDE LOOKOUT SM -SIDE WALIRWT FINISHED EEVATON_I O LOT CORNER H� CL SWEET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) FINISHED GROUND ELEVATION 20' SETACK TO ROW PER PLAN ¢ OR 25A SETBACK TO w PRIVATE DRIVE D 0 VARIES VARIES 10' 10'15' VARIES VARIES PAD GARAGE ELEVATION PER PUN - LA FlNISH GRADE 2.0% MIN. .. .. .. .. PSO 4 t* SUBGRADE CRAOING GRADE o I LOWEST OPENINYG o 0 o SEE TYPICAL STREET SECTION SLAB -ON -GRADE (TYPICAL SECTION NOT TO SCALE) G as /-FINISH CRINGE 105' PRP.U.. 25' 50' GRADING GRADE 2. HOLD CLOWN TOPSOIL ...u...:..::: " :. NON -SELECT ' `SELECTBACKFlLL�t MESSAGE SELECT SACKFUJ_ UN COMPACTED MATERIAL i MATERIAL Y'�r BACKFlLL MATERIAL � Y \/, EXISTIG.(RW i N E A:h,P \iDSE BO7OF �GPrP,F UNSVITABIE MATERIAL X •nom UNDISTURBED SOIL UNDISTURBED SOIL MIN --N. „o',. SUBGRADE CORRECTION (REQUIRED FOH ALL LOTS) (TYPICAL SECTION NOT TO SCALE) NOTE: ALL UNSUITABLE MATERIAL FRONT THE 105' TO THE ROW (INCLUDING THE ROW) SHALL BE REMOVED, BACKFlIlED AND COMPACTED WITH SUITABLE MATERIAL MSP BENCH MARK VH=876.30 (NAND 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 & 7TH AVE. N. .G_INR,3.NM,.SLR WEIR WALL TO BE CONNECTED TO 2 EA. 1/4"X1.5" FLAT STRUCTURE BY PRE -CAST KEYED SLOT OR BY 3" X 3" ANGLE IRON ALONG EACH SIDE OF THE VERTICAL LENGTH OF THE WALL. CONNECTION SHALL USE 4-3/4" x 3/4" SS WEDGE ANCHOR BOLTS SPACED 6" O.C. JOINTS / SHALL BE GROUTED AND SEALED TO BE -CR WATER PROOF. z 100 YR \ ORIFICE 0 INLET 0 INLET EL. e OUTLET EL. OUTLET % 868.1 100 YEAR ' FLOOD ELEVATION .4 + 1 18" 866.05 0.19% ROOF NWL " - WEIR WALL 869.00 1 18" 100 YEAR 1 0.52% FLOOD ELEVATION 12 -1 5. RWGII MADE TNF 91F. UO NOT USE REIFNTCN AREA AS TEMPORARY SEDIMENT BASKS. S. PERFORM ALL OTHER ME IMPROYEMEN1S NWL SVOp6 6-N ]. NEED PND MVLCH ALL AREAS AFTER DISTURBANCE 15" RCP 10:1 INLET PIPE � POND 9. IMPUEM T TEMPORARY AND PERMANENT MOS. @RTRM MACTOS 51 SMOOTH BAR MLI III 2 O.C. EACH WAY (MnDOi SI28) I 30% COMPOST (MnDOT GRADE 2) II 1/4"X1.5' 11. REMOVE TEMPORARY SIMON CONTROL DEVICES AFTER TIE EONMEW NG DRAINAGE AREA IS AOEWAIEIT VECETAIER. FLAT BAR RING SCREEN BAR WAY 1/4"X1.5" FLAT BAR RING 1/4"X 4"X 4" CLIPS(4) 1/2 SS ANCHOR BOLTS(4) PRE -CAST CONCRETE WEIR WALL WITH ORIFICE. (MIN. 4 AS SPECIFIED) 6" OUTLET CIO 5I R ELEVATION '"AN, ORIgCE) E l 1" TO OUTSIDE OF MH FROM FLAT BAR ANCHORR BO =r 1/si FLAT BARS--/ PLAN RESTORE ALL DISTURBED AREAS ON SLOPE WITH SILT FENCE, PULVERIZED TOPSOIL AND STRAW FIBER BLANKET AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. POND POND 100 YR NWL ORIFICE 0 INLET 0 INLET EL. OUTLET 0 OUTLET EL. OUTLET % 868.1 866.1 10" 15" 866.00 1 18" 866.05 0.19% ROOF 870.4 869.0 - 15" 869.00 1 18" 1 •866.13 1 0.52% MN STATE SEED MI% 33-26 12 -1 5. RWGII MADE TNF 91F. UO NOT USE REIFNTCN AREA AS TEMPORARY SEDIMENT BASKS. S. PERFORM ALL OTHER ME IMPROYEMEN1S ]. NEED PND MVLCH ALL AREAS AFTER DISTURBANCE 8. CONSTRUCT RETMTOR DI UPON STA9UZATPV OF COMBURSUTNG DRAINAGE AREA STRUCTURE TABLE "lu" OF Y" 0 a/0.0 POND SKIMMER STRUCTURE WITH WEIR WALL ?vD0VE_ T Y O II y STANDARD DRAWING 418E PIONEEReneneering 2422 ENterl On (651)631-1914 MCMMe Heights, MN 55120Faz 681-9488 w w,son mng.cu les—en8imeril.1A. I— DEPTH REWIRED TO MAN WyER'mTl MNoor cnr z5N NEgA IN 19 NWPS OR LESS ERp9CN COJMN BUNKER.u01E5 'CnW' CRASS PRE-TREATMENT STRIP I CWlB1RUCTCN SEWFMONG Y INSIFLL SLT FENCE AND/M OTHER APPRWRIATE M09W CONTROL DEVICES TO PPEWNT -W Sm1NENT M 1£AV1NG OR wTWxG TIE PRACTICE BURINS CONSTRUCTION. Z ALL DOWN-MMENT PERIMETER SFOIMENT CONTROL TRIPS MUST BE IN PUCE BEFORE MY UP GRADIENT LAND DISTURBING ACTMTY SEQNS. �'• I-, It 3. PERFORM OJNTNUWS INSPECTORS OF EROSION CONTROL PRACTICES. Z INSTALL UTUTFG (WATER. SANITARY SEYIER. ELECTRIC. PROBE. BEEN IT.. ETC) PRIM W SETING FINAL GRADE OF RETENTION OETICE. MN STATE SEED MI% 33-26 12 -1 5. RWGII MADE TNF 91F. UO NOT USE REIFNTCN AREA AS TEMPORARY SEDIMENT BASKS. S. PERFORM ALL OTHER ME IMPROYEMEN1S ]. NEED PND MVLCH ALL AREAS AFTER DISTURBANCE 8. CONSTRUCT RETMTOR DI UPON STA9UZATPV OF COMBURSUTNG DRAINAGE AREA 9. IMPUEM T TEMPORARY AND PERMANENT MOS. @RTRM MACTOS SUGGESTED MI% ]OF GRPNVIAR MATERIAL MEETING II MLI III 10. PI_MT AND III RETENTCN DICE. KEEP INFILTUTgR AREAS ff NE UNTL VEGETATION IS ERTABUEHET (MnDOi SI28) I 30% COMPOST (MnDOT GRADE 2) II III 11. REMOVE TEMPORARY SIMON CONTROL DEVICES AFTER TIE EONMEW NG DRAINAGE AREA IS AOEWAIEIT VECETAIER. `UNDISTURBED. GENERAL NOTES -18'BEFO REI SCARIFY BOTTOM I2• 8- PLACING AMENDED SOLS UNCOAPACIFA IN9N SOL 1. IN WE EVENT THAT SEDIMENT IS INTRWUOD INTO ME BMP DURING OR IMMMATELY FIXLONING IXGVATON. THIS MATERAL SIAL BE SIMI FROM THE PRACnM PRIOR TO cavnxuwG OJNSTIUCTGN. 2 GRADING OF REIMTCN DEVICES SHALL BE ACCOMPUMED USING LOW -COMPACTION EARN-MOYING EWIPMMT TO PREVENT COMPACTOR OF UNDEALYING SOLS. 3. ALL BOB MATEMAIS BELOW THE SPEORER M BF BIORETTgI DEPTH (EIEWORON) MALL BE UNDISTURBED. I OTHERMSE NOTED. 0. A POST XSETRUCTON TEST OR TIE INRLTRATON BASINS SMALL BE DXRWCI£D BY INFILTRATION CR055 BASIN h RAINGARDEN RULING TME WON M A MINIMUM DEPTH OR 6 INCHES WN WATER AND WE TME NECESSARY TO DRINK WILL BE MONITORED. THE CON CREEK WATERSHED DISTRICT BILL BE 5ECTON (Tt91cAL SEcnoN NOT TO SCALE) SOPPED PRIOR M THE TEST TO MTHESS THE RESULTS mss' y B E.O.F. ELEVATION SEE GRADING PLAN Be EDGE OF BENCH o� e PLACE TENSAR VMA% SC -25 TURF REINFORCEMENT MAT FROM POND BENCH TO POND BENCH. STABILIZED BASIN EMERGENCY OVERFLOW DETAIL SECTION A -A PLACE MNOOT CM EROSION CONTROL SEE GRADING PLAN STABILIZED RAINGARDEN EMERGENCY OVERFLOW DETAIL SECTION A -A GRADING DETAILS 1.0' TYPICAL SEE GRADING PLAN LKEY IN TOP. BOTTOM. h SIDES OF BLANKET 6:1 SIDE -/A 6' MIN. SLOPE _ 10' _ 1.0' TYPICAL BLANKET LOCATION SEE GRADING 22' PLAN TOP OF BERM A RA ING PLAN KEY IN TOP. BOTTOM. S, SIDES OF BLANKET 6:1 SIDE q 6' MIN. SLOPE 10' EMERGENCY OVERFLOW A A A SECTION S -B LRIs611AWIl1:II .NNI-01111111i ANDOVER VILLAGE ANDOVER, MINNESOTA 4w3 BENCH MARK IN11=876.30 (NAVD 88) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 k )TI AVE. N. GSLNG-13G6lSNEBT-0 A 14 OF 19 6 TMf14U4 5- ME AL OR 2'A2^Ntt0 FENCE I', GEOR IE WIN NET BACNINO III OF III G.99� EA4N RU - I I I GEOTEMIIE TO MRUAP TMRCUGH " II N 6 V lY NOTE : -Ser FENCE SH CONFORM M MN QT 3686, WPE B. -FENCING S SE PIACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. SILT FENCE 2/26/00 STANDARD DRAWING CI TY 0 F NO. DOVE 801 PIOnE 2422 fta,PA, FIN - MI HdgM1La MN 55120 r f' 1WINE OR WIRE BAtE5 PVCEO ON EDGE. BUi1E0 DG, B A A PEN17 A MUSE BE IG. XIGXEA i14H PGNI B TRO STAKES IN FACN BALE AND EMBECOED IN GROUND 10- MINIMUM DITCH SECTION -ow if] 2'x2' WOOD STAKE OR REINF. BAR BALE SECTION DITCH CHECK (HAY OR STRAW) 603 STORM SEWER INU7 3/4' CRUSHED ROCK ° • " ° a ° ,T 1/2- IKKES 4- MART PLAN SUBGRADE 6" OF 3/4' CRUSHED ROCK OVER STEEL PI -ATE WIN 1/2' NCEE9 SECTION ROCK FILTER FOR STORM SEWER INLET No swE 2/19/09 STAxOMD DRAWING CITY OF Na D 0VE 619 16511681-1914 I I MIXga.Nr.4�.�nI.pIH...Pep.glq N— nit FAA: 681-9488 - •Wem;Nrct mpmT MNY1 nit, ww..pione..,. m••N6 lxmrtEElWvtioW BMhm h Y.+AIR Yue a MI—u Rn Nu 4;XM INeJ4'-LEI STORM SEWER OPEN THROAT INLET I � B4F5 1 PLAN NOTE: (1 2 EA -2"% 2" WWO STAKES OR REINFORCING BAPS IN EACH BMT. EMEDDED IN NE GROUND 10" MINIMUM. 4. OF 1' WASHED ROCK •••OVER (1TPE 1) FILTER FAP- :•::'"'"6"vie SECTION BALE CHECK FOR STORM SEWER INLET NO SCALE 12/26/00 510NOARD ORMI C I T Y O F NO. DOVE 604 13 E ii HEEI zaaazaaz ? N B �Rg3gF GGp' PIOnE 2422 fta,PA, FIN - MI HdgM1La MN 55120 r f' 1WINE OR WIRE BAtE5 PVCEO ON EDGE. BUi1E0 DG, B A A PEN17 A MUSE BE IG. XIGXEA i14H PGNI B TRO STAKES IN FACN BALE AND EMBECOED IN GROUND 10- MINIMUM DITCH SECTION -ow if] 2'x2' WOOD STAKE OR REINF. BAR BALE SECTION DITCH CHECK (HAY OR STRAW) 603 STORM SEWER INU7 3/4' CRUSHED ROCK ° • " ° a ° ,T 1/2- IKKES 4- MART PLAN SUBGRADE 6" OF 3/4' CRUSHED ROCK OVER STEEL PI -ATE WIN 1/2' NCEE9 SECTION ROCK FILTER FOR STORM SEWER INLET No swE 2/19/09 STAxOMD DRAWING CITY OF Na D 0VE 619 16511681-1914 I I MIXga.Nr.4�.�nI.pIH...Pep.glq N— nit FAA: 681-9488 - •Wem;Nrct mpmT MNY1 nit, ww..pione..,. m••N6 lxmrtEElWvtioW BMhm h Y.+AIR Yue a MI—u Rn Nu 4;XM INeJ4'-LEI STORM SEWER OPEN THROAT INLET I � B4F5 1 PLAN NOTE: (1 2 EA -2"% 2" WWO STAKES OR REINFORCING BAPS IN EACH BMT. EMEDDED IN NE GROUND 10" MINIMUM. 4. OF 1' WASHED ROCK •••OVER (1TPE 1) FILTER FAP- :•::'"'"6"vie SECTION BALE CHECK FOR STORM SEWER INLET NO SCALE 12/26/00 510NOARD ORMI C I T Y O F NO. DOVE 604 13 E ii E aj Ea aza.2: a� �B qq 9 R�� ?FIRR:.PR F2 d :S'a_�rtci &s6is ORR2+R �� g i N �yyygaa gg )JI@ ytt RIPRAP AT RCP OUTLETS CITY DETAILS No. 411A ROCK CONSTRUCTION ENTRANCE 605 p Temporary Sediment Control TSC -1 Cut Back Curb 3' -4' Minimum Lot Entmny _T3"-4"Minimum Sediment Trap Curb B41 BENCH MARK TNH=B]6.30 (NAVE 68) NORTH SEE OF DSAH 116 1200 FEET EAST OF INTERSECTON OF CSAH 116 6: 7 AVE. N. ANDOVER VILLAGE 15 KiF 19 ANDOVER. 6ONNESOTA HEEI zaaazaaz Arl E aj Ea aza.2: a� �B qq 9 R�� ?FIRR:.PR F2 d :S'a_�rtci &s6is ORR2+R �� g i N �yyygaa gg )JI@ ytt RIPRAP AT RCP OUTLETS CITY DETAILS No. 411A ROCK CONSTRUCTION ENTRANCE 605 p Temporary Sediment Control TSC -1 Cut Back Curb 3' -4' Minimum Lot Entmny _T3"-4"Minimum Sediment Trap Curb B41 BENCH MARK TNH=B]6.30 (NAVE 68) NORTH SEE OF DSAH 116 1200 FEET EAST OF INTERSECTON OF CSAH 116 6: 7 AVE. N. ANDOVER VILLAGE 15 KiF 19 ANDOVER. 6ONNESOTA luuo LR W i WEri uwc) a y4 I— OR RURIESWas .oaronm' ALLi:TEFAaOw w.) SIR, mmw un WMNI BOFHNALBoli¢ CRAmIa I' DR. aeLc Ae MC vex ITS .. BAs 8' TYPICAL TRAIL SECTION 2/13/20 9 C I T Y O F STANDAR OOmwING DOVE 714D USPS APPROVED SPECIFICATIONS - CONCRETE PAD (SINGLE UNIT) (All Measurements BSB In Inches) vital"' Cluster Box Unit - Type 11 2xH„O� Tr JuHE .X so R.mCI NOTES. 3010 - J nrsxPE AUK1 USEnvV., K1 0 0 sss /4 0 0 . a ❑ oi. �nclE rwsx ..,Hx _ xr.as a.DJ -- H. Ix A m .Ru.. • O PFOF4AL O !❑ +l iis �' MET PATTERN .IN • • Jx0AL 5LPr.L..9211a11lNF FJ01 STOLE IJ FRONTVIERE SIDE VIEW LSV OL1aN( BNYL R033ER KID IWI-H NCT.L 'INSTAL OILI) J 1C.1AL x4 4RAJI Ix SO —El AREAS AICRCI NJTES MORS SUS.ALE .2S1C PE.R FOJT OTUDA, . 3. PetleitalfNouW be ins,al�dwilO incANded RUWer Patl: �pL•M1T/'R'. - 15D12 " A ..EWV, RwrRrvmre not included. Telex I. TRUST atian manual fa 1\YP1VL A OR Au SITES IO.a SERIADE RI SO WxP'US I•.00 CEN!ERS rAiuW. AOn' K TRAVEL OR CSST"r (OIIvGR '5� SO I -I uU. I'D,, 1 aPTx 0.4048 1FURKII I. cP w.J�ICMPKiEOOIFIL v R.1 n TEL EC. JLW ail • x •% ulx - 'I uta .TEE AHD ORP4<ED mInA - .. ry a<COROAx[[ wRx IO ]0!. `VEIRIOiONG 2. S -E - RODS SA EE ttvFJPu TO ABIS. CRUDE TO S. A"I'OR WETS SHK. M4FDiu TO ASIu A193. CIRUI BZU. 1-- SIR S.ANO$5 STEEL. Is _P_I$_ NEER Rs LTeering 2422 Eme.DTue DriI.unsuAv9ro065/168 -1914 TURMcndnta H69hu. MN 55120 w ioa;ecnB�c81-9488 ww.PionmOns e0' r OWN) J L (Bv O1xFF5) 9lRMaxTARI£ a I.s• lMlx. MICKxESs) SEc. zseo SPMEAZWC MFA9 CCURSE ,.a AND CUTM ;Aa< ., (MIH. n11CNXCTO SEC. n O SPXE82WL NEM CWRSE MFMOVED 9lBtltACf 5' (YW. MILRXESS) SKC 2211 69 AIXAf4AlF B0.4' TOM NOTES 8418 CCfIG CURB A CUTTER 1. PRIOR TO EXCAVATOR, Uni CONTRACTOR 91N1 STRIP ALL TO BE USED AT ALL RIOT EASTNO TG95OL FROM =SIR nM LIMITS TCPEO. SHALE BE SALVAGED. AND REPLACED IN DISMPBED. NON -PAVED AREAS z BAIEVARD SENT BE RWpI (FADED TO ALLOW FOR INSTALLATION OF ME PRIVATE UTUTES. ME BWIEVARD GRADING SHALL ALLOW FOR ME ADDITION OF FWD B RES OF TCPSGL AND SEEDING. AFTER ME IXSTALLAnOY OF ME PRIVATE UnunES, WE CONTRACTOR SHALL REGRADE ME BWIEVARDS MEN SIDE NUM MX OOT MIXTURE Na 900, FERTILIZER AND MULCH. TYPICAL URBAN STREET SECTION 2/12/13 C I T Y 0 F STANDARD DRAWING . DOVE NO 5071 OR APPROVED EQUAL CITY DETAILS IT R. 1/2:• z '0 I/T, PERSPECTIVE 1/2- � '/2• p' I .,y,r ID ,.2•. 28 SECTION SURMOUNTABLE CONCRETE CURB & GUTTER ,2/2O/00 STANDARD DRAWING CITY 0 F No. DOVE 501 2` MIKKxE55) SPEC U00 SISEA240C MAR COURSE PRIVATE DRIVE TWICN SECTION (N.T.S) ANDOVER 648-1 LAND LLC 14015 SUNFISH LAKE BLVD SUM 400 RAMSEY. MEMNESOTA 55303 ANDOVER VILLAGE ANDOVER, MINNESOTA BENCH MARK TN11=875.30 (NAND 88) NORTH SDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 x 7TH AVE. N. .O-Eass ISNEEL.11 16 OF 19 vital"' Cluster Box Unit - Type 11 . 0 0 0 0 sss /4 0 0 . a ❑ MANY • O •• • O PFOF4AL O !❑ ❑Ir 11 I/S 5>5/6 r LDID INEID 11 MET PATTERN FRONTVIERE SIDE VIEW WORC. NOTES: I. TNS Mit 4O,mEuetl Rw USPS and Private OPl!IicaNau. R%GZYt yjdx IXL6iH(W%DNR m z Oacaali+a lTwilboxaccxweeaaek »pvalelyoM ae USPSAppoved OTUDA, . 3. PetleitalfNouW be ins,al�dwilO incANded RUWer Patl: �pL•M1T/'R'. - 15D12 " A ..EWV, RwrRrvmre not included. Telex I. TRUST atian manual fa 1\YP1VL A TecommeTtlalian. NONE d. flwence i'SNneE CB11 i501BCpIly Licensetl by MIS: .C, RNe.AfnNatlaL Kt MYU ^'o""'IN �""`° Iiceme RCDSEGLNiBODIZ „sI1.9 IsDin ANI CITY DETAILS IT R. 1/2:• z '0 I/T, PERSPECTIVE 1/2- � '/2• p' I .,y,r ID ,.2•. 28 SECTION SURMOUNTABLE CONCRETE CURB & GUTTER ,2/2O/00 STANDARD DRAWING CITY 0 F No. DOVE 501 2` MIKKxE55) SPEC U00 SISEA240C MAR COURSE PRIVATE DRIVE TWICN SECTION (N.T.S) ANDOVER 648-1 LAND LLC 14015 SUNFISH LAKE BLVD SUM 400 RAMSEY. MEMNESOTA 55303 ANDOVER VILLAGE ANDOVER, MINNESOTA BENCH MARK TN11=875.30 (NAND 88) NORTH SDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 x 7TH AVE. N. .O-Eass ISNEEL.11 16 OF 19 ii NOV: RESET CASTNC C.S.A.H. NO. 116 ELEVATION AS NEEDED BUNKER LAKE BLVD NW GO k - DIRECTIONALLY DRILL .... _ - 6k WATER MAIN UNDER cf Ex MH6F] NO 116 .. ... 2]8 D.& BUNKER LAKE BLVD NW n » YT00 - r. .... .. __ 1rt _ EX. 12 8 PVC SDR 35 ®060% _:wLZ I i- B -,_ _ _.. REMOVE EXISTING it Fx MH-FX-5 --- '" - BLD 12. HYDRANT. PROVIDE RIM 870.33 _ .. .. _' -MM-13 - - ----- ------ INV IN:863.57-3 TO PUBLIC WORKS BLD ]]0 RIM 8]9.58 _ INV OUT:863.4]-E7 Ihl 1 -INV 962.63-N:;; ;;1L0:11.25 :: c-.:: . ".... __ Ch 7 _ .... I I .. •I __INV OUT868.33-S ` _ -e _ --z .-.. .... I W rt --a -� ''--^- I 24�- B' PVC SDR 35 00.50%-�z-�� - - - - .._ F CTP 1 F RG C MH 12 r _Iry ILI a&1 HWL 8]5.8 = -I 149' _ 8" PVC SDR35®0.40% 111 30' - B�PVC SDR 35 O 0.40% INN 863.03 r=INFIL 8P 3,` J \ i 5_JJ RIM.8]9.14 -1 F - 1 T LD.11.23 L!� -I r _ G A- I^^�8D1 r 20' - B" PVC SOR 35 ® 0.40% _ MH-6 _ , r , r , Mtl3 r- INFIL ]35-� -I 'I \ SIJ / INV OUTN'lllUl-N I I�-RIM:B]8.11 --� F I I RIM: B]6.]t 5Y 8" PVC SDR 35 0409. Z 1 °� 1\ 1 32 1 INV OUT 86].91-SE I INV IN: I INV IN:666.96-W V) ¢ 33 34 INV OUT 86562 E la F -� OND 0 MH-1 II. INV OUT: 866.86-ENV IN: jn 22 , ]9' - e' PVC'SDR 35 ®0.40% /q) 35 40 41 42 43 44 45 46 z -3 2 / % RIM: 10649 I :I INV IN:862.95-W / 31 J �RIMM ]6.90 36 37 38 39 47 48 49 Of _ -MH-3 ( INV IN:862.95-E 1 \ INV OUT: B62 85-N 57' - 8" PVC SDR 35 ®0.459. BLD:11.35 J MtL-4 Q v r RIM: 8]5.25 fINV IN: 86].65-SW - - - J RIM: B]5.26 a 3 BLD:11.09 I / 30 INV IN:86].65-NW IJ BLD:10.]6 o INV IN:864.27SW / INV OUT:16Z55-E_ J - J J _ INVIN:864.60-W J - I I .� --INV IN 864.27-S INV OUT. 864.50-NE r _INV OUT 864.1] N , __ _____J » 4 MH-10 ____ 1ar _ 1, I--- B" PVC SDR 35 259' - 8" PVC SDR 35 ®0.449. -�� :254'_ 8" PVC SOR 35 ®0.40% j ®0.409. �L- / JI RIM: 11 20 L I- N I�-I I 8 DI-CL52 WAIERMAIN I 64 8" P �- - 1 I - INVULU 11.20 29 1 I� 1 AN I I -- -INV IN864.58 5 I - VC SDR 35 ®0.40% i OUT 864.48 N>�a,/� \`, ` 7✓/.\ ' z MtL@ 53' - e' PVC SDR 35 ® 0.40% \ <- w \ 1 2E / / _ - f RIM.8]9.28 - J - J "¢ "1 I r +_ BLD. 11.38 1 • -� °i POND 1UU / I INV IN:868.00 S 16 15 14 13 ¢ 17 12 11 10 r I INV OUT. 867.90-NE Q � 6 II 27 , h 22 21 20 19 18 8 n�� �II �I �� 1 25 24 23 o - 1 93' - 8" PVC SDR 35 0 0.40% 1 1 I 9]' - 8" PVC SOR 35 0 0040% 0 7 1 7 CITY OF� -NNIYL 8660 ? HANDOVER MUNICIPAL L--- --J L MH-9 - - HWl 8] BRG E FlL=e]39�/ HZ 6 RG FNFI BT25 >MH 11 _HWL 8]] 8=-�- RIM:87868 23q RIM 8]5.05 , - --- -a - - - - - - - - - MUNICIPAL C �_ tc_B-NFIL- BLo1o31 BLo.lo.oa_.>"-a _ v,._ INV OUT 868.3] N 5 .. z 1 .;:r -- ia; S P n BOUNDARY INV OUT 8649] N .. ' _ _ _ _ LXF Ig _.. .. 41ST AVENUE aI - - - NOKA T T- .t � 1 --------- I- - - - -7 e INSULATION PER CITY DETAIL 203A 0 25 50 1GO GRAPHIC SCALE IN FEET BENCH MARK TN11=876.30 (NAVO 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 PI NEEReneneeHng & 7TH AVE. N. maronma wm wv�w ,.tw dFENGLONMHEEfSSWR 2422 ey,I Dne (6su6814914 @Wz"°`m'""auol>nw""`"y Nvrc %;-:--M4 -._ C"oma-:o:, W.,�.,°„ce:.::.:,, �= Oz-�b�z=1 PRELIMINARY SANTTARY& ANDOVER 648-1 LAND LLC ANDOVER VILLAGE 1'] of 19 �"'C Fax: 681-9488 e4e ra""100"I'I0a°^ai°0IE :.m: x. maiow ^.Ol-Ixax, Llb�:::::•w: a xae/elum 190155UNFlSH LAKE BLVD SUDS 400 Mentlou Heig6u. MN 55120 a:a.ewy D.aaaxof<.swlrnWw i.o4abml c,y�aa,.,x.rz �m exnWat WATERMAIN PLAN RAMSEY.MWNESOTA 55603 ANDOVER. hBNNE80TA ww.P�00eeren8�eom uvk,�X I,-MNe SmeMMinmeu 14&Nu 4i50f py,, ¢�-Ibx@I 01@1111-Fi,ginann8. IA. be? C.S.A.H. NO. 116 BUNKER LAKE BLVD NW _______________________________ --------------------------- ------------------------------- _______ ___ ____________ PISNEERengineeHng 3422 Enz 9l D w (651)X{1-1914 MCMde 116,hu. MN 55120 ....m u-n5g1 9?88 7T --,r-1 F-1 r-, r-, �-, r-1 A ------------- I —I I _ N 8 I I ------WETLAND 1 TURNING MOVEMENTS ANDOVER AERIAL TRUCK DESIGN 180' TAPPER O 15:1 300' NLL NRN LANE 288' �> C. S. A. H. N0. 116°' - - - - BUNKER LAKE BLVD NW __..-- - - - -- IX. 12' WOE THRU LANE i E%. 12' WOE _ EX I2' NEE TNRU IANE I EX.-, f M10E EX 12' WOE THRU LANE EX 12' WOE 111RU E _ ____ ____- IX. 12' WOE RU EX 12' WOE iHRU LrWE I — -- — .p ti' WDE RIGHT NPN UNE 7 y Ro— c • • 180' APPER O 15:1 300' N NRN E N 9 (, \ or �I „1 DISI CE UNE �i 1 11 �nnnn 3/4 TURN LANE LAYOUT AND SIGHT TRIANGLE EXHIBIT �M�Mmuhlwme Mm...rm�44 N� Irt6'em}Mmlw{mhh MJW l m�Y4r 1kuW vmaubW Fnbpm mh�ih:hx Mlle SweWMi®a. h TAPPER 6 A — LANE --- I LANE LANE _ ------------------ LANE_-__ MLI.NRN LANE 1 180' TAPPER O 15:1 PRELIMINARY TURN LANE DESIGN ------WETLAND 1 ------ I -" ANDOVER VILLAGE ANDOVER, MINNESOTA o Loo GRAPHIC SCALE IN FEET TNN=616.30 (NAW 88) MORN SDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 k TH AE. N. aasrvc.lm(uxrEr-rvar 1 19 OF 19 TREE PRESERVATION NOTES BEFORE LAND C MUNG BEANS CMIRACTP4 91x10 MEET WM ME CONSULTANT ON STE TO NENEW ALL WORR PRO EOURE5. ACCESS ROUTES. SURIDE AREAS. AND FREE PBOIECTM MEASURES. NO FlLL SHOULD BE PI -ACED AGAINST ME DRUNK, M ME ROOT CROM. M MMIN ME DFIP LNE AREA OF MY TREES MAT ARE TO BE SAPID, NO GRACING. TRENOANG OR'"CEMENT OF EQUIPMENT IS M ORO N THE TREE PROTECTM' AREA MMn FwEOXMED MMU. ME TREE PROTEc11M AREA 91"14 BE UME BY NAN. AND UNDER ME SUPERVISOR OF ME CM9JLONG AMHERST. PRUNING OF OM TREES MUST NOT WE PLACE MON MRL 15 TO JULY 15 TO PRES£YT ME SMEAR CE BAR MLT DISEAST, IF AMNOINC OF OAR TREES MOUR ANYTIME BETA5EN APWL TO AUGUST. A NM-TOAC WOUND DR69NG MUST HE APPLIES NMEgA1RY. (EXCAVATORS MUST NAYS A NON -TOMO THEE VIDUND DRESSING MM MEN M CEHSOPMENT SITES). PIONEER�ng 2422 Emerrix Dare UMI)MI-1914 MCMrva Heighm MP155 IN w Fax: 681-9488 w.Pimlxlrn8.com TREE PROTECTION DETAIL NOT IOBGME TREE IDENTIFICATION PROVIDED BY: KEN ARNDT, SR. FOREST ECOLOGIEST, CND MIDWEST NATURAL RESOURCES, INC. SEE LANDSCAPE PLAN FOR PROPOSED TREES X 9248 =TREE TO BE SAVED N 9248 =TREE TO BE REMOVED 0 920 =TREE LOCATED OFF SITE SAVE TREE AREAS C69 o zs�o GRAPRIC SCALE IN PEEP I PIO_N_EER neen-ng 2422 Enleryriu llrire� u�annvErmz u((31)6B I-1914 MenMla Height, MN 55120 —.P1 F.: 681-9008 or—M.co YA. rc wEy armor mm 146 Plan x YRWmby nyM, eNr YJimavrupml4oneM�b�1 bilY Li¢nx4lrtlmy�Artkia� uMeeMYvx o(9e SiaeNMiimedn 1k¢.t T xn. odx common wore I.M.tft wore I.. saws 3n2 4 5beron Elm ub/us Mb Remora Ins ] SlberNn Elm ub.' m'b 0.emovd ln4 15 Boa Elver Arcz Mo ht at W. Poor Ins 18,13 Boz Elio, Arc/ Mo Tmae In6 18,18 Boa]da Arc/n olo Eioa alo Ore o.k Poo/ In] 9 SbeNnElm ulmsjPowhy R.. ins 5 Sib ronElm Ulnvtp .Mo Remo. ins 5 Sfl 3rEM UlnuzpuMb Remme moo 15 Sfl I nHm ul.p oib R.. 1761 8 Mre6mnEM Ulnut oo Wom Pmrow 1782 1 Smell Eim Ulmo"oib Rema. Ina 14 SBMan Ekn ulmuspoik Rema. 1R0 IS SlOerian EM Ulmut ak Rempf ins 11 5beronE Ulous Mb Rema. SR6 12 Box Elder Arc/ Mo Rg 1]d] 6 SDb1an EM UIM1us "b RMmve in$ 0 Sne rfhro Ulrms Mb Remove 1789 12 Sbelan ENn Ubtus Mb R. 1190 10 3bubnflm ubmnpooibo Re 1731 5 Black W.. 1 Ramose 1]92 26 SMNun U. ulnu� Mb Remora IA3 17 Sbe EM ulmvt oib Remora 1]94 n%4 RedfNv Remora SAS 13,9 Sb nEsn ulmis WA, Remold 1796 IS Sibmbn Fen urmrt Wk Remove 1797 10.17 Slto urEM Ulmus Mb R. Ina 19 Sbe yE uhovsowtnrk Moralorckcine Poor 1799 13 9bxbn Elm ulmus Mb P. two B SLe4anE ulcourik R... 1911 18}7 Sbxian Edn Ulmrs Mb Rema. 1912 23 SWnbn Elm Ulmrt Mb Save 1813 13 Moe nEOn Ulan, Mb R. 1914 17 Us"o EM Uboo3,oMb Ranore 1915 19 9beMnElm Ulmrstvm'b Rmpe 1816 10 SBMan Elm U1. Mb Remora 1837 5 Sd"r Elm Ul.moib Rbnore 18.28 5 SAMan Elm Ul.0 Nwb Remo. 1609 16 SlM rEl. t"..PoMb Saye 1010 22,14,10 Sibendn Elm Mora, Mb Remo. 1811 9 Sito NnEM Ubrut Mb Saye 1812 5 Sibxbn Elm ulmus m'b Save 1813 4 Sflto nElm Ulmut /Nb Rema. ins 6 5ibe.yMm Ulmus m'b MA. ins 5 Slto"rEMulmrs Mb R. 1816 13,8 SibeMn Elm W., Mb Remora 1812 5 stb i rflm U1.1Mb Remove 1818 12ASA Vye nElm Ulrry3 Mb 0.emax 1819 5 Sberian Elm Ulmrs b 5a. =0 9 sob". ". Elm Ubms Mb Re Ina 5 Mb nElm b". 01,Remora 1821 13 5ueron um uf.II Mb Remo. ins 6 SB nERn ulrrut nab Sive 1@4 14 SbMan FLn Ulmvt Mb Rema. ins 5 Sib .N uhooypbMMo Rema. 1826 6 Sibe nElm ulmut Mb Remo. 1827 5 SLeMnElm Ubzuz Mb R. 1628 9 Sbxun Eh Ulout Mb Srve ins 12 Qyhx Elm ulnas Mb OBR 2830 5 5beron um uh.rPry As Srve 181 12 SZ"r Elm ubrusryM), Reor. 1832 12 mberonum Ulmrs,om Saye Ins 4 SLxlan Flm Ulmt3purtib Remora 1834 9 Sib"nEM ul.wawho Remo. ins 4 sho Nrllm ufroy"mb Pemaw I836 9 5beron Wn ul.sPvwk Pemare 1fli] 9 SiMrhnEro Ulmui nib Rma. ins 5 51bb9n Edn Ulmrs Mb Remove 1839 8 SRMan Elm Ul.y Mb Ramp. 1840 7 Sberian Elm Ulrmt Mb Rmo. 1841 16 Moron um Ulmrs m'b am. 1842 8 gbWn El. Ulmrt Mb Remove 1843 6 Sberon Elm Ulmrs Tim Remo. 1844 11 91Man FM U.Porrob R.. 1845 17 ISHow.. Elm Ulnas Mb Srve TREE PRESERVATION PLAN I A015SV"R64�-BLAND DSU=4WC ANDOVER VILLAGEI T2 NDO AVER. MMNE90TA 6B el m .. �� ,pQ,r ^ �. „�E c._,'p� �r•r g 5xn .xc. OD 1\,� �._ 1 C3' 9�. �• z►eliz )' i� ,d. •`O e eu�r���y�gQ�yp�f�p�Qy1 w� 'rwmrR` ;Ljy��Tv, lr•: V�Ir�Q,{ t' '3.:ODYQit�(L��.� '@ N1�{/.✓�. � ii1 �' � r1. p� �C' Yl" W 1%'C�..�CA•>�p4✓i::1�Ti�.iNL.�iORJ{��Y�,uY��It eT"�' ���YA p� .Vi� ��f•`/✓I!//1/�� �i.L' I' all o" RA 1 MIMSTA ay`REOPEN%,Q�I� .v�1 •• ai:=i. ��}'�'' Fn='- 'ti+ i t'�j6�; \7 �A� g _ Fy '.R' _'Tsri���f \. ��:o�•• � a r: F 1 , .. ,♦•♦••:'���r''33�i= „ �i��; , - � \q . 1, �` ��r.�fil� � ���IA� ®���) �� �1 1 L,..�� ; J •::11;1�� q ^�_.• kis �R;=ae� rQt 1�i�� i �►� rr.. �/r�,F�r�'r1l� I� CISL"�>al►�nC7 �Yl� �, .w � �Q •OD � i7r I/ L �► GI 1► ��I � .,i� ..—�� � ' GI a i7n aiii t�I�II�� ���`1 ��i'' r� —gel �,� � � ��► (�la� � i �;: � `r. .- , pu q�' i �,� � � 0��d�� . 1�►�'�_�,��, ::r '� .��.���\\\\� ` �,,�1��� _ `\����,�o`•a �-;rim. ��� ' � , ..,�/ V.. 19v ..ar�lrr.r:iQeaqn��..r'g.Q..�-.+e�..n;aJpr�'.'�Q"�.!�'�..r_u���� r•.9m4.�'1 LA.O:Ie,y>1Xk�yld4e2���'r la r7Ed _ r_7_fia;>a_'aw1.s - - i ,. LANDSCAPE NOTES To w.svrvt wumATImMwrm A— or ar (e.. mm To nua.arn To w Too ars. ° o' m urx E s,Am, w, me umzeu2 wrmoma uusr mA_T. mNT LAT uonau¢ orwonx¢ .woo rt owm ws' er o[w ArvT w ,wizosw�c�mxmixoarw. AA wrol PISNEERe?�gineeting 2422Emeryriu DL (651)6-1914 68-9488Mcrdol0HO,h°.M55120 w Pm CONIFEROUS TREEA PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL KEY COMMON NAME Scentifc name ROOT Pono ,m 9< r.,az.wo ' vxo w.a..o wmrremx`-T aJ? 2.5' 9AB ..(AT wrs ® ACT w,wTwrs %f \ x0 ® •vT m /) ,vrwx xaE mL nxa xa� 12 \i x.rzxr� 25' BAB `"" AMERICAN UNDEN/Tla amercana 2.5' BAB 9 v m w.rc.°`.':r° �.G v m .woo t l... g xm` x wsnxa ac .a' 1 \' _ :r w°°'tlmxx or mxY°1`a's a , ,w. a u mre r a uaw x� uµml. ✓// 1. \xS m xac AAr ttnu�yW oval � xr a .w°"waumr it v" �. �„ .m awT.. wm '"' µa Q ncm rtmonu� �' �- ttxa[wax .rwme. mr ira:`r u am a' xar xery mm tour. wuarc to me ewei, w mE m s wa wort ew°vuxe ¢xuanxwm smrx rl TTIA mru 't&C,11 mxr. aok nxET Too + + + + •NO–MOW SPECIAL FESCUE BLEND SEED MIX. + + EQUAL MIX OF HARD FESCUE, SHEEPS FESCUE, + + CHEWING FESCUE, AND RED FESCUE LANDSCAPE REQUIREMENTS MINIMUM OF 2 TREES PER LOT OR ONE TREE PER 50. OF LOT FRONTAGE. WHICHEVER IS GREATER. 0 (5� GRAPHIC SCALE IN FEET TOTAL LOTS = 49 LOTS (49x2=98 TREES) REQUIRED TREES = 98 TREES PROPOSED TREES = 149 TREES TOTAL STREET FRONTAGE= 1,918 L.F. ONE TREE REQUIRED PER 50' FRONTAGE=38 TREES 411 PLANT SCHEDULE KEY COMMON NAME Scentifc name ROOT QUAHTY INSTRUCTIONS OHASIgw Ms ® NORTHWOOD MAPLE/Acer mbrum 'Northwood 2.5' 9AB 10 ® KENTUCKY COFFEE TREE/Gynnodadus dioicus 2.5' B89 10 ® COMMON HACKBERRY/Celtis occidentalis 25' 389 9 THORNLESS HONEYLOCUST/Gedllsla lriocanthes var. inermis 25' Bm 12 �(®p� �yy 4®V' NORTHERN PIN OAK/QtA.ue ellpeoid°lin 25' BAB 9 AMERICAN UNDEN/Tla amercana 2.5' BAB 9 ® BUR OAK/ Quercus macrocarpa 2.5' BAB 14 QRIVER BIRCH/Betula nigra 10-1Y ere 14 ENRCJQ-FN IR£6 0 BLACK HILLS SPRUCE/Plcea 9lauca densata 6' B88 19 WHITE PINE/Pinua otrobus 6' B80 23 Q NORWAY SPRUCE/Picea Toles 6' Bl® 20 LANDSCAPE REQUIREMENTS MINIMUM OF 2 TREES PER LOT OR ONE TREE PER 50. OF LOT FRONTAGE. WHICHEVER IS GREATER. 0 (5� GRAPHIC SCALE IN FEET TOTAL LOTS = 49 LOTS (49x2=98 TREES) REQUIRED TREES = 98 TREES PROPOSED TREES = 149 TREES TOTAL STREET FRONTAGE= 1,918 L.F. ONE TREE REQUIRED PER 50' FRONTAGE=38 TREES 411 ilk 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 . WW ANDOVERMN.GOV TO: Honorable Mayor and Councilmembers FROM: Joe Janish, Community Development Director SUBJECT: Consider Preliminary Plat- Andover Village - Part of PIN 30-32-24-43-0001; Unaddressed parcel — Tom Bakritges, Capstone Homes (Applicant — Andover 648-1 Land LLC) DATE: May 4, 2021 INTRODUCTION The City Council is asked to review a Preliminary Plat for Andover Village DISCUSSION Conformance with Local Plans and Ordinances 1. The property is located in the Metropolitan Urban Service Area (MUSA). 2. Pending tonight's action(s) the property was proposed to be rezoned to R-4 Single Family Urban to be consistent with the Comprehensive Plan Amendment recently approved by the Andover City Council. The Planning Commission also considered a Planned Unit Development (PUD) for this property this evening as well. Street Access The applicant is working with Anoka County Highway Department in regards to the fine tuning of the design of the % access from Bunker Lake Blvd. A % access onto Bunker Lake Blvd. is consistent with a Joint Power Agreement between Anoka County and the City of Andover. The 3/4 access would then lead to a 952+/- cul de sac which was discussed as part of the PUD. The applicant will also construct an emergency access back onto Bunker Lake Blvd. If the PUD is approved the deviation to the standard cul de sac length of 500 feet would be consistent with the PUD. The need for the length of the cul de sac is due to the City of Anoka's Resolution 2011-48 restricting access to the roadway to the south. Sewer and Water Access Each of the lots will be served by City of Andover municipal water and sewer. City water and sewer would be provided to the site from the east as depicted below. The applicant will also provide a stub to the east for future development in the northeast corner. 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. 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, unfortunately due to the storm water requirements at this time it is not expected that many trees will remain onsite as the requirements will require removal. The applicant is proposing additional trees and hoping that as part of the construction process a few trees might be able to be saved. Stormwater Requirements The applicant has obtained an easement from the property to the East to allow for stormwater ponding on this site. Park and Recreation Commission Recommendation The Park and Recreation Commission reviewed the preliminary plat on April 1, 2021 and has provided a recommendation for a cash contribution in lieu of land. Lots Each of the 49 lots meet the minimum lot width, depth and area requirements of the PUD. If the CUP/PUD agenda items did not receive a positive recommendation to the City Council, then the lots would be inconsistent with the standard R-4 Single Family -Urban zoning district. Planning and Zoning Commission Recommendation A public hearing was held on April 27, 2021. No other comments were received other than the comments from the City of Anoka which had already been discussed during the CUP/PUD. The Planning and Zoning Commission commented that the other two items had been related to this item and questioned if staff had a presentation. Staff ran through a powerpoint quickly highlighting some items. The Planning Commission unanimously provided a recommendation to approve the request as submitted with the contingencies identified in the resolution. ACTION REQUESTED The City Council is asked to review the preliminary plat and consider the Planning and Zoning Commissions recommendation of approval. Attachments Resolution of Approval . 3 Resolution of Denial 5 Location Map 6 Engineering Comments, dated April 22, 2021 7 Park & Recreation Commission Meeting Minutes, dated April 1, 2021 9 City of Anoka Comment "letter" dated April 27, 2021 .10 Preliminary Plat Plan Set .12 Res fully Sub itted, Joe J ish, Co munity Development Director Cc: Tom Bakritges, Capstone Homes 14015 Sunfish Lake Blvd Ste. 400 Ramsey, MN 55303 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "Andover Village" FOR PROPERTY LEGALLY DESCRIBED AS; The Southwest Quarter of the Southeast Quarter of Section 30, Township 32, Range 24, Anoka County, Minnesota, except that part thereof lying south of the south line of Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 and its westerly extension. And except Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 And except Parcels 20 and 20A, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 82 WHEREAS, Andover 648-1 Land, LLC has requested approval of a preliminary plat for Andover Village; 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 approval of the preliminary plat to the City Council; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of Andover Village with the following conditions: 1. City of Andover staff comments dated April 22, 2021. 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. 4. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 5. Separate documents shall be required for each Vehicle Maintenance Access Area. 6. Such plat approval is contingent upon the rezoning. 7. Such plat approval is contingent upon CUP/PUD Approval. 8. Applicant shall construct access improvements as reviewed and approved by Anoka County Highway Department. 9. Applicant shall obtain all necessary permits from appropriate jurisdictions and agencies in order to develop the property. 10. Applicant shall provide Homeowners Association documents at time of final plat addressing items identified during CUP/PUD approval process. Adopted by the City Council of the City of Andover this 4' day of May, 2021. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor 0 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION DENYING THE PRELIMINARY PLAT OF "Andover Village" FOR PROPERTY LEGALLY DESCRIBED AS; The Southwest Quarter of the Southeast Quarter of Section 30, Township 32, Range 24, Anoka County, Minnesota, except that part thereof lying south of the south line of Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 and its westerly extension. And except Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 And except Parcels 20 and 20A, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 82 WHEREAS, Andover 648-1 Land, LLC has requested approval of a preliminary plat for The Preserve 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 approval of the preliminary plat to the City Council; and WHEREAS, the City Council of Andover has reviewed the request and disagrees with the Planning and Zoning Commissions recommendation and disagrees with the recommendation; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover denies the Preliminary Plat of Andover Village due to the following reasons: 1. 2. Adopted by the City Council of the City of Andover this 4' day of May, 2021. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Sheri Bukkila, Mayor AN -r OVE R Andover Village Project Location of PROPOSED PROJECT AREA Date Created: April 13, 2021 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. 2 4151 R f,. N 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 . WWW.ANDOVERMN.GOV MEMMMMDDM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: April 22, 2021 REFERENCE: Andover Village/Grading, Drainage & Erosion Control Plan/Review #3 The followina comments have vet to be completed reciardinq Review #2: 201. Sheet 3: Label CB 104 (Exist) and CB 105 (Exist) consistent with drainage model. Not done. 202. Sheet 3: Add note "Wetland delineation completed by (add firm name) and approved by LRRWMO on (add date) . Not done. 227. Sheet 14: Correct note 4 to refer to LRRWMO. Not done. 228. Sheet 17: Add valves to tee at west end in cul de sac and east end at private driveway (they were in last submittal). Valve missing on water main to south at easterly tee. 239. Sheet 19: Formal review and comments from Anoka County Highway Department. Pending. The following comments are regarding Review #3: 301. Sheet 3: Update sheet title by deleting "& Removals" as a separate demo plan was added. 302. Sheet 3: Information is missing from previous review on this sheet: existing contours, soil boring labels in particular. 303. Sheet 5: Revise D&UE for rear of Lots 6 and 7 due to storm sewer moving to driveway. 304. Sheet 6: Delete "Street A" and add correct street names. 305. Sheet 6: In legend, revise labels as follows "Existing FEMA Zone A Flood Plain Boundary (870 +/-)" & revised the proposed 100 -Year Flood Elevation to match updated model. See redlines. 306. Sheet 6: Easement callout on northeast corner of Wetland 1 should be labeled "Emergency Overflow Drainage & Utility Easement." 307. Sheet 7: Update 100 -Year HWL info in Lot Tabulation to be consistent with drainage model revisions. Make sure all elevations in table match plans. 308. Sheet 10: Need to provide protection against flooding for existing structure. Developer's engineer is going to discuss options with client. Options could include constructing a berm with (top at 868.1) with an outlet pipe and gate valve to separate the existing home from the wetland complex, sealing up garage door with masonry blocks and backfill structure to raise the adjacent grade, or if other potential solution proposed by developer and owner. For the next submittal, depict a proposed berm with top elevation 868.1 with drain to Wetland 1 under berm if decision on a different solution has not yet been made. The berm needs to be encompassed by the proposed Drainage and Utility easement. See additional comments under Hydrology section. 309. Sheet 10: Construct the Wetland 1 EOF elevation at this projects' proposed Wetland 1 HWL (this submittal the elevation was 867.4, but may change with revisions proposed). Add to note to grade to that elevation. 310. Sheet 10 and all applicable sheets: Move VMA from rear of Lots 6 and 7 to south side of Lot 7, consistent with comment for storm sewer moving out of rear of lots into driveway. 7 311. Sheet 10, 14, 18: Revise Pond 100 and 200 HWL's and outlet elevations/configurations basec upon revisions made in Hydrocad model per discussion with consultant. 312. Sheet 13: In Slab on Grade and Subgrade details, correct the setback dimensions so they are consistent with the plans (vary from 20'-25') — see redlines. 313. Sheet 18 and all applicable sheets: Per discussion with engineer, move STMH 103 (splitter) into driveway and move storm sewer pipe from rear of Lots 6 and 7 into driveway. Update storm sewer pipe sizes and grades accordingly. This provides easier access to splitter MH for maintenance and eliminates rear yard storm sewerNMA/easement restrictions. 314. Additional comments pending further review The following comments have vet to be completed regarding the Hydrology Review #1: 2. Letter of Map Amendment will be required from FEMA to remove portion of property from FEMA floodplain boundary. Pending The following comments are regarding Review #3 of the Hvdrologv Report: 301. From Review #2 calculations, the Wetland 1 HWL increased compared to existing conditions. The proposed design must not increase the HWL of Wetland 1 as the existing house located south of Wetland 1 is currently within the floodplain (can't make the situation worse). City staff discussed this with the developer's engineer. He is revising models/design to not increase the HWL of Wetland 1 with this development. 302. The City's Stormwater Management Plan requires constructing EOF's / outlets to landlocked areas (as Wetland 1 is) to prevent flooding of residences if downstream capacity is adequate. An EOF out of Wetland 1 shall be constructed at the project design HWL (shown in the plans). Based upon the City's stormwater models of the wetland complexes within and adjacent to this site, the HWL's are 867.6 compared to a low floor elevation of the existing home of 866.73 (0.9' below the HWL). It is not possible to lower the modeled HWL's of the adjacent wetlands to protect the existing home. Two potential options to provide flood protection for this home include 1) Block off the garage door on the north side of the home and fill around the structure to raise the grade and/or 2) Construct a berm around the structure up to 868.1 isolating the home from the wetlands and installing a drainage pipe with a valve that can be closed when the wetland elevations rise up to prevent backflow behind the berm. A decision needs to be made by the developer and current owner on how to proceed with protection for the existing home. For the next submittal barring a different decision by the owner and developer, show a proposed berm in the plans around the north side of the existing house at 868.1 with a drainage system from the house side of the berm into Wetland 1 with a shut off valve. 303. Revise text and tables in Hydrology report (discharge rates, HWL's, etc.) based upon updated Hydrocad models (existing and proposed). 304. Revise Proposed Storm Sewer Tributary Area Map and storm sewer calculations for pipe sizing based upon moving STMH 103 (splittler MH) into driveway and moving storm sewer pipe from behind Lots 6 and 7 and into driveway. 305. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing Leet digital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. lei Regular Andover Park & Recreation Commission Meeting Minutes—April 1, 2021 Page 3 Chris Randall, Boreal Futbol Club, came fa and thanked the Commission for use of the fields. Nick Kopp, Coon RapidsSoccer ' Soccer Club, came forward and stated he is looking forward to the soccer season. Motionewton, seconded by Stenzel, to approve the 2021 Spring/Summer Soc acrosse schedules. Motion passed unanimously. 0=0000 CONSIDER ANDOVER VILLAGE PRELIMINARY PLAVW44ZK DEDICATION REQUIREMENTS Assistant Public Works Director Haas stated the Parl�d on Commission is requested to review the preliminary plat for Andover Verge . d reco d park dedication requirements. Tom Bakritges, Capstone Homes, came forward townhomes. Mr. Bakritges displayed the site plan, Commissioner Miskowiec noted therd. the City of Anoka has a resolution that Motion by Strombeck, seconded by Andover Village park dedimtsion fees. HOLD PUBLIC I T The Park and RecreatioNinnalp— Haas ifinformatio - � shafed the p an� outl&alrvevsandree _ ..d 7 connection FIAM Andover VWe detached nd trail vlaf south. Mr. Bakritges stated bowectiniz to 41St Avenue. cash in lieu of land for H to revie urvey results and hold a public Iris EK. Assistant Public Works Director q,doftructure. Mr. Haas explained staff sent Jim Trave-33-139th Lair IW, c forward and recommended playground equipment for all age roeI He askecat a ' t be added to the trail going west to the neighborhood. He asked ifther spacffo 12'x12' shelter. Chair Lindahl asked the makeup of the neighborhood is. Mr. Traver said he sees lots of families with vo kids. Mr. Haas stayff he received an email from a resident providing input on Wild Iris Park. rissioner Stenzel asked if there was a previous plan that included a shelter. Mr. Haas there is room for a smaller shelter. S to Joe Janish From: Doug Borglund <DBorglund@ci.anoka.mn.us> Sent: Tuesday, April 27, 2021 12:25 PM To: Joe Janish; James Dickinson Cc: Greg Lee Subject: City of Anoka Statement for the Planning Commission Public Hearing April 27, 2021 Attachments: Isolated Parcel.pdf EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. City of Andover City Administrator, Community Development Staff, and Planning Commission Members, Enclosed is the City of Anoka's statement on the proposed development known as Andover Village for tonight's public hearing at the Planning Commission. The City of Anoka understands that the Applicant has proposed plans to develop the property known as PIN 30-32-24- 43-0001 in the City of Andover. 1. The City of Anoka does not understand why PIN is not included as part of the development plan. The proposed plans reflects all the storm water treatment from parcel 30-32-24-43-0001 is being placed on parcel 30-32-24- 44-0001 to the east, which is not part of the development, but under the same ownership. Why are both parcels not part of the overall project? 2. The development plans not including parcel 30-32-24-44-0001 to the east as part of the development will isolate this parcel. The subject parcel will not be able to obtain access from Bunker Lake Blvd. Also, the City of Andover has no plans to serve parcel with sewer and water. 3. The City of Anoka passed a resolution in 2011 states no access will be allowed from development in the City of Andover onto 41't Avenue in Anoka. 4. The City of Anoka supported the Comprehensive Plan Amendment for this project with the understanding that all parcels located north of 411t street in Anoka and south of Bunker Lake Blvd in Andover would be served by access and utilities from the City of Andover. Please read and accept these comments into the official meeting minutes as part of the public hearing for the project "Andover Village' to be held on April 27, 2021. Doug Borglund Community Development Director City of Anoka 2015 First Avenue North Anoka, MN 55303 (763)576-2723 dborBlund@ci.anoka.mn.us to Subject Property Being isolated From Development 'e _.' r }MP qK., } d w2r 5 i *r`'rY w ANOMMBUNKS BUNKERL►AFIE{BLVLAKEQL1// . � _ ;�_ � � .•;�:. � 'jib ��+ i» 141 ST E ANE NW 41ST AN'*, G 2� x t isclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be ,petit, rtevV fur s fitln coernh onnreic of ... nr fur enninn veririraHnn Parcel Information: Approx. Acres: 0.12 Owner Information: 0731-24-21-0082 Commissioner: SCOTT SCHULTE COLUERJOSEPH 641 MADISON ST 641 MADISON ST ANOKA ANOKA M1p `OUN" MN 55303 MN J Plat: SLAUGHTER & CREIGHTON ADDITION TO ANOKA 55303 Icoke County GIs 1:2,400 1 Date: 4/22/2021 1 isclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be ,petit, rtevV fur s fitln coernh onnreic of ... nr fur enninn veririraHnn ANDOVER VILLAGE PRELIMINARY PLAT ANDOVER, MINNESOTA i '-- ----' C 5 A H. NO. 116 BUNKER LAKE BLVD -NW j - 32 ~_ 31 38 3] x 3B 40 41 42 0.T M 4S a 2 i 49 55 i 3 26 141ST LANE NW 4 5 28 18 17 is IS 14 13 12 11 10 B 8 8 n u z1 zD 1E 25 24 GE j GF CITY OF G ANDOVER MUNICIPAL L—_— —_ ' CITY OF SPUND6RY -. _.. -- -- ANOKA -- 41ST AVENUE -_-- --- — _-- I'L(FPAEEE jyj% F BRIAN N. MOLINARO REGISTERED PROFESSIONAL CNLL ENGINEER Ona TEG. NO. REGISTERED PROFESSIONAL LAND SURVEYOR 42299 REG. NU. CAI NE HOMES 14015 sUNFlSH LAKE BLVD STE 4aB RAMSEY. MN 5530 PI$NEERneeHng 2422 Ent pri Orire (658691-1914 M,M . Hei86N. MN 55110 Fu:681.NB8 w.ponm�rngwm ®]mi Nmm wx�nevw. ju- Know what's below. Call before you dig. G LOCATION MAP I 1 l 11 WETLAND 1 l PON 2y0 "- IIJ/ I CITV OF - ANDOVER MUNICIPAL CITY OF — BOUNDARY__,-. ANOKA SHEETINDEX 1. COVER SHEET 2. LEGEND SHEET 3. EXISTING CONDITIONS 4. PRELIMINARY DEMOLITION PLAN 5. PRELIMINARY PLAT 6. PRELIMINARY SITE PLAN 7. PRELIMINARY SITE DATA & LOT TABULATION 8-10. PRELIMINARY GRADING PLAN 11. PRELIMINARY EROSION CONTROL PLAN 12. PRELIMINARY SEEDING PLAN 13-14. GRADING DETAILS 15-16. CPI'Y DETAILS 17. PRELIMINARY SANITARY & WATERMAIN PLAN 18. PRELIMINARY STORM SEWER PLAN 19. PRELIMINARY TURN LANE DESIGN L1. PRELIMINARY LANDSCAPE PLAN TI -T2. PRELIMINARY TREE PRESERVATION PLAN GRAPHIC SCALE IN FEEL BENCH MARK TNH=876.30 (NAVD 88) NOR1H 90E OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAH 115 6: ]R1 AVE. N. •t IL PIZNEERmene6 ng 2422 Evta,ri Dme (651)631-1914 Mendota Height, MN 55120 www Pier ogm TOPOGRAPHIC SYMBOLS E5 CATCH BASH ® LEGEND A FARES END SECTOR B -B GATE VALVE J11LITY LINES HYDRANT YP WATER SERVICE BOC EXISTING PROPOSED BASE ROOD ELEVATION FUTURE DESCRIPTION HAND ROLE 0 MM'Hou: OTHER MAN SW ITMY OR STg01 • SANITARY OR STORM MANHq£ 0 SANITARY MANHOLE 8' IAKN SPRINKLER HEAD CATCHBASIN MANHOLE UTUTY POLE IH TRANSFORMER BOX SANITARY SEWER (SANITARY & WATERMAIN PLANS) ----------a-------+---- III EIESTRIC Box —) )— —> >— SANITARY SEWER (STORM SEWER PLANS) n n ) —FM FM— OO FM FM FORCE MAIN HYDRANT `il-°-° 0 CAST IRON MONUMENT DQ FOUND IRON PIPE H JUDICIAL LAND MARK NA GATE VALVE 0 D FM 1 P REDUCER TEST HOLE W MAILBOX >Y BG DATE VALVE CURB STOP - --- -- WATERMAIN (SANITARY & WATERMAIN PLANS) —1 I— —I I— —1-1— —I 0 ---------"'""-'-----I---- WATERMAIN (STORM SEWER PLANS) ............••••• J • • ® CURVE COEFFICIENT IN CATCH BASIN EROSION CONTROL AT BACK OF CURB l MEE FENCE ® TEMPORARY DIVERSION DITCH 0 BEEHIVE O`6 c v • LP ® STORM MANHOLE BUMPED RIP RAP PERMANENT D ENERGY DISSIPATER ® MANHOLE ® FLARED END SECTION POINT OF CURVATURE 0 PCC 0 0 CONTROL STRUCTURE -------------or--------mo--- ® SLOPE MAX. —)) ))— STABILIZED EMERGENCY OVERROW )) )) STORM SEWER (SANITARY & WATERMAIN PLANS) ..................o.........-... (33.37) OR STEEPER GRADE ...»......... —)) ))— —» )>— STORM SEWER (STORM SEWER PLANS) _ A6.5T _ 08.32 = TOP OF CURB ELEVATION R >> CULVERT 08 T.0. = TOP OF CURB ELEVATION 6.57 OR BCURB - —PERE PERF— PERFORATED ORNNTLE ---------------------- RICHT CF WAY —m—TDT— —DT DT— SOLID DRAINTLE SERVICE STATION STRM STORM SEWER CASING SWPPP STORM WATER POLLUTION PROTECTION PLAN TN TOP NUT HYDRANT UNDERGROUND ELECTRIC LINE —ro IP— —ro rP— —ro rP— UNDERGROUND FIBER OPTIC LINE Petro LOT INFORMATION UNDERGROUND GAS PIPEUNE UNDERGROUND PETROLEUM PIPEUNE Pet.P P=L rP —L 4B'V I— —1 t— —I FINISHED GROUNO UNDERGROUND TELEPHONE LINES O BLOCK NO, ELEVATION LOWEST OPENING-- UNDERGROUND TELEVISION LINE OVERHEAD UTUTY UNES ELEVATON STEP HEIGI HOUSE TYPES SITE LINES yt S R —RAMBLER OR SPOT ENTRY UOE STONOOM EXISTING PROPOSED L D WO —RAMBLER WALKOUT FUTURE DESCRIPTION T. SMSE —SPILT ENTRY STEP RECOMMENDED SURMOUNTABLE CURB & GUTTER GARAGE SIDE pp SLp—NEE LOOKOUT SONO— SDE WALKOVT FINISHED EVA90H ®LOT CORNER ---------� B -STYLE CURB & GUTTER 5.5 }nS -'"`- RIBBON CURB & CUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) STREET - - -»»�»--- ------------------------- Is m s le PHASE LINE -------__ -_---__--_-- - CENTERLINE -... �� 2' CONTOUR UNE ----- ------ .+rn .......... 10' CONTOUR ONE BASIN OUTLET UNE ____ _ ____-________ -- "^-9N=-- ----- "' BASIN HIGH WATER UNE exD PROPOSED SPOT ELEVATION i y y EMERGENCY OVERFLOW DRAINAGE ROW ARROW ---------- — — — — — — — — DELINEATED / PROPOSED WETLAND LINE ----------------- ______________________ ______________________ WETLAND BUFFER NYYYI�YYI'l (WYYI'l'1'Yl i ) 1. y""I,' y"n. TREE ONE FEMA FEMA FEMA FEMA FLOODPLAIN BOUNDARY ---------------------- RETAINING WALL —X—X— —X—X— —X—X— FENCE (BARBED WIRE) —0—f— —0—#— —#—#— FENCE (CHAIN UNK) — U U— — ❑ ❑— — 0 U— FENCE (WOOD) Tr T W CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE UGHT POLE T + -.- _{_ STREET SIGNS SURVEY LINES PEDESTRIAN RAMP EXISTING PROPOSED FUTURE DESCRIPTION BOUNDARY — — — — — — RIGHT OF WAY LOT ONE ___________ ___________ ___________ EASEMENT SET BACK LINE SECTON UNE RESTRICTED ACCESS HATCH PATTERNS GRAVEL SURFACE WETLAND BITUMINOUS SURFACE WETLAND UPLAND BUFFER OCONCRETE SURFACE WE AND MITIGATION RIP RAP O PERMANENT TURF RESTORATION DSELECT BACKFILL MATERIAL PERMANENT WET BASIN SEEDING EROSION CONTROL BLANKET '1' 'I'11'U1 UPI-AND/NATURAL AREA SEEDING MNDOT CATEGORY PER PLAN PIZNEERmene6 ng 2422 Evta,ri Dme (651)631-1914 Mendota Height, MN 55120 www Pier ogm TOPOGRAPHIC SYMBOLS E5 CATCH BASH ® CATCM BASIN BEEHIVE A FARES END SECTOR B -B GATE VALVE V HYDRANT YP WATER SERVICE BOC WATER XETL MONIRIPING XEU- BASE ROOD ELEVATION COANWT 0 HAND ROLE 0 MM'Hou: OTHER MAN SW ITMY OR STg01 0 SANITARY OR STORM MANHq£ ^' URN SPRINKLER VALVE 8' IAKN SPRINKLER HEAD CATCHBASIN MANHOLE UTUTY POLE IH TRANSFORMER BOX ® FIBER OPTIC Box III EIESTRIC Box • NATURAL GS METER MCNT PCEE A 4 9MAPHORE OO TELEPHONE BOX ® CABLE BOX 0 CAST IRON MONUMENT • FOUND IRON PIPE J1 JUDICIAL LAND MARK 0 PK NAIL 0 CONTROL PORT FM EFKE FlAC PCT£ 0 TEST HOLE ED MAILBOX 4 BG DATE VALVE BOunRO TT CCNSERVATON POST ([� tU DEODUWS TREE HYDRANT cGN..UB TREE 0 GNRve / Am EROSION & SEDIMENT CONTROL ............••••• STANDARD EROSION CONTROL • • HEAVY-DUTY EROSION CONTROL CURVE COEFFICIENT SECONDARY EROSION CONTROL FENCE — EROSION CONTROL AT BACK OF CURB -T--------- MEE FENCE -i%>%%%%%i- TEMPORARY DIVERSION DITCH LO LOOKOUT O`6 CATCH BASIN INLET PROTECTION v STRAW 810 ROLLS LP ROCK FENN —)) BUMPED RIP RAP PERMANENT LOW POINT ENERGY DISSIPATER MH MANHOLE DISCHARGE LOCATION POINT OF CURVATURE PCC GRAVEL CONSTRUCTION ENTRANCE TEMPORARY OUTLET FLOATING SKIMMER POINT OF INTERSECTION MAINTAINENCE VEHICLE ACCESS 107 ® SLOPE MAX. STABILIZED EMERGENCY OVERROW W L STEEP SLOPE 3:1 (H:V) \ILII (33.37) OR STEEPER GRADE CURB LEGEND PVC = TOP OF CURB ELEVATION 40.52 FOR SURMOUNTABLE CURB T.O. = TOP OF CURB ELEVATION A6.5T FOR SURMOUNTA@R)LE CURB (TIP OUT GUTTE 08.32 = TOP OF CURB ELEVATION 4"4657 FOR 8618 CURB 08 T.0. = TOP OF CURB ELEVATION 6.57 OR BCURB - (TP OUTGO=) REINFORCED CONCRETE PIPE = BITUMINOUS ELEVATION ,4Oiit3T RICHT CF WAY BENCH MARK TNH=876.30 (NAVD 88) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 & 7TH AVE. N. ..42420.TSHEBf . I3 ABBREVIATIONS A ALGEBRAIC DIFFERENCE B -B BACK TO BACK BV BUTTERFLY VALVE BOC BACK OF CURB BRE BASE ROOD ELEVATION BMP BEST MANAGEMENT PRACTICE (IL CENTER LINE GB CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DT DRAINTILE EL/ELEV ELEVATION EX EXISTING FES BARED END BECTON F -F FACE TO FACE FM FORCEMAIN GB GRADE BREAK CHID GROUND CV DATE VALVE HP HIGH POINT HYO HYDRANT H HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION It PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RICHT CF WAY SSSM SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TN TOP NUT HYDRANT TIP TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) DRAINAGE & UPLItt SAO 4B'V EASEMENT F 1 FINISHED GROUNO O BLOCK NO, ELEVATION LOWEST OPENING-- T LOT NO. ELEVATON STEP HEIGI HOUSE TYPES (IF REQUIRED) yt S R —RAMBLER OR SPOT ENTRY UOE STONOOM LO —RAMBLER LOCKOUT OR SPUT ENTRY WAU(OUT L D WO —RAMBLER WALKOUT GARAGE ELENATON T. SMSE —SPILT ENTRY STEP RECOMMENDED SENO—SPLIT ENTRY WALK OUT GARAGE SIDE pp SLp—NEE LOOKOUT SONO— SDE WALKOVT FINISHED EVA90H ®LOT CORNER ---------� 5.5 }nS STREET BENCH MARK TNH=876.30 (NAVD 88) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 & 7TH AVE. N. ..42420.TSHEBf . I3 VICINITY MAP LEGENDALE Dt<p <nnu<t< "I r 'Zen ` Denotes mtamlnoos ` Denotes bee line AYE (C.s.AH. n0. B)- -----»—D.natw atwm a<w.r fit. e«v line —Denotes water ---- —I—Denote eater Ida I (unsear!, line OLW —9—Denatea —9—Denotes fre— eound(ei gm pence link) (ES.A H. t (<.S. R.H. NO 116) O Denotes <,dr basin basin W Denotes nprnl SITE p ` tilL AVE Denoted utility pole SECTION 30, TWO. 032, RGE. 24 O D.o.ta tat into menamnt ANOKA COUNTY, MINNESOTA • D<notesdes round iron pip, 4 Densign ®Denote, Type remawl a,- PMNEERnemng 2022 Emeryrise Drive (658661-1910 Mendota Height, MM 55120 w aspre. 9dgg ww.pFw, 681-<om —100YD—illi Dentes 100 YR FL0."V Fema we A Flaad Plaln -- Proposed Zone AE 100 In Head Dewllan per Miss 19 Mold ".1 a."iprdlmAM Dan In, a,r pate y.,.e s ul steal pad <t Ue swme..l dale, .I .I splits a0. Township )Z Nm9e 3e. Moka Cwnlr. MFn... ta. lye, ew..I alw.w,A ,Ilse .1 Party 1. ONONe CWN1Y MCHWAY Rr.T On WAY PIAT NO 22 and Irng met of the ,at 300.00 Mt boarts. Enpepl In, -U, N&W .at torpe, Eo,e D,p'.al.d ..uleq paerc and pownt, mart...,, tatty aa.ulr L+I 0 pe, a/A 39-m. "'prep as, —"area ar Plm.n De'lowMg an .,.a,, It.. 2021. Me mroeing wmpamw attended the ar8aadea meet Per 6wne slate One Can Oa<t number, 203630156 and ZOWMIss: -Melva Counlydear/no wn6id -Armg clear/no —lid -Cur oI Anaowr-dear/no canned -Cohn alaMer/ etr/nnicf ennnlg -C<nluryJnk-marM k -Centers. Envc,p ear/na connect -HP-dear/ria ..Not -means, Nero, Am<ri<a. Inc._mmked -HeboP111- cooed (ueEs)-dear/.a pmnict -Center Point Envgr-maM1ed -talo Banderaln- roes 0 30 BO 120 GRAPHIC SCALE W FEET 14 PMNEER�;,eetivg 2422 Enterprise Drive (651)681-1919 Mendnu M Heights. N 55120 w F. 681-9488 w.pmnccer,e. 0 25 50 100 T411=676.30 (NANO 68) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 As 7TH AYE. N. MENO IM3135NEhT-DEMO 15 ISP zT:r ---- h n L___ m3__—_ 63x1 h gai All I I aL J INGNE55 ANO .1 10 LEG0.E55 EASENENi �' x 132 iib (L7_R i A!<C L:vl 11, 11 rA'R— Ir vel i. A nln p, _ ,)L live n22 ,,Il _V Vi vi I Eli oEl11 I f�ivEl I —vl rrn I � .n I I 1022 AND UTI)TY EASEMENT,ORAINACE AND UPGtt Cess..F w n n r--, r— 11 r--� IS I I I l r--1 r— 1 1 I I I I I I I I 3366 I I I I I 1 g1 RI art I 7 I I I I ql I i �I I I j 60 51 I� I l 1 142 I 43 I e}4 l I I 1 1 I I I I I I 1 1 40 1641.E 6zs>¢rl s5az¢r 56a.r 45 I 46 1 1 47 I I y. I I 36 39 I I s96BmI 1 I sew=II 6,09511 I fizn=r1 1 48 1 1 49 1 szea¢r1 1 37 1 1 36 1 1 su3=11 1 1 1 Ila w�J L_—� 1 i I I 1 I 1 1 63w¢f 1 1 eos9¢r 1 1fiaa6arl 16393¢rl I — J I I`_J2e L—u J w w .o L ns J{ L fe j L--, : J IL Dal% 3eJ 14_2d- L AD J L a J L p J 51 605oficr 0x¢ 4MENT 141ST LANE NW +a A+ 3z —, I I 'fall r. I 1 I 2e. 11 I w r , 1 1 3] �� r— 1 I I sin, f I I 17 +a Ir —1 I I I 16 1 r---1 I I 1 155 1 -- I IF 1 r— 1 i 1 w i 4o f l I I 5666=11 1 I 1 1 23 I 22 1 I 1 21 I 20 1 1 19 18 5635=1 Ifisamr 1 114 I691z¢r I I 6203¢1 I I s+36ar 1 13 159a9¢rl 25 24 s6]ze11 Issos,r 11510111R 'j 1535]:1I 1 1 926=r I 1 sazo¢1 I I NI h1 �I nl I ni �I I I 6sa2.r It ,f I gl `I I :1 1 al XI 1 81 gI — I 1 i I l n l I ml `I I I I I i Ifo J 10 J L-- L__J L— —J I 1 ? I I __j i L__J L__J L --J L L—_J L__J L__J + ~ PAINACE � AND VTUtt EASFM FHi x cE ^ n 40 w 45 40 a0 Iw 54 VO w .0 w�` w 40 1020 4I S, nv�lr�� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Irvvlr _L_`1iiivIn VICINITY MAP NO SCALE 2e. 11 I Ir I — I I :C "a1 r II 1211 II 11 I II 1 1011 9 11 8 5666=11 1 1 5499¢11 I 1 H AVE (GS.0.H. N0. ])— I 170]].1 1 �1 11 11 n :f .I 11 I J JN II L__J AND L__J VTDTY VNXEA lNo DLl9 C.S 0.H. N0116) F a15T AYE SECTION 30, TWP. 032, RGE. 24 ANOKA COUNTY, MINNESOTA DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5-1 11 II 0 1+s re J L being 5 feet in width. and adjoining lot lines unless atnerxise indurated, and 10 feet In Wldm and adl ining street lines and rear let lines unless atharwise indicated an the plat. 40 -32" — — — _ 7____1 I 1 I w Iy 9079=1 L _J„ SIp$'{ " en 132 AND WETLAND 1 — l I i I$ I i I I I I� I I I L.4a ..,in. M - 'went' r Blxt vx'9waa mlx All tnnt pen e1 u. S n, wnnv el in, smu... t ON— If Salm W. IDmNq 3; large 24.... 6wnty..1....... IHnB woe xl Na awn lFa al Parap 1. ANpG M.1 NIWWAY lldi OF WAY PIAT Na. 22 old Ifn9 wal If N= e¢=t Jaded feet thereof. E.=qt an¢ exon 165.00 Ie.t nve.f. 0 zs50 �o GRAPHIC SCALE IN FEET PISNEERe11eneeting 12 2e .0 2e. 11 I Ir I — I I I J II r II 1211 II 11 I II 1 1011 9 11 8 5666=11 1 1 5499¢11 I 1 541211 1 s363=n1 170]].1 1 �1 11 11 :m I �I 11 I J 11 L__J Rnlxef.F II L__J AND L__J VTDTY L__ EASFMEI DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5-1 11 II 0 1+s re J L being 5 feet in width. and adjoining lot lines unless atnerxise indurated, and 10 feet In Wldm and adl ining street lines and rear let lines unless atharwise indicated an the plat. 40 -32" — — — _ 7____1 I 1 I w Iy 9079=1 L _J„ SIp$'{ " en 132 AND WETLAND 1 — l I i I$ I i I I I I� I I I L.4a ..,in. M - 'went' r Blxt vx'9waa mlx All tnnt pen e1 u. S n, wnnv el in, smu... t ON— If Salm W. IDmNq 3; large 24.... 6wnty..1....... IHnB woe xl Na awn lFa al Parap 1. ANpG M.1 NIWWAY lldi OF WAY PIAT Na. 22 old Ifn9 wal If N= e¢=t Jaded feet thereof. E.=qt an¢ exon 165.00 Ie.t nve.f. 0 zs50 �o GRAPHIC SCALE IN FEET PISNEERe11eneeting WS N-12043-BASEDWG m'¢encrvmt unn w,n�m uwaww='mx urmranuawam 2422 Bmcrylisa DriNa (6511 X1-1914 Fva:681-9488 Mcndnle HeigM1Es, MN55120 www pixnmreng.rom 16ert6ya�dhlS+InM91m�'uprpMSy N"_. .e Ixn�Pv(u�imiliim�nwlbll ,r..n,_u=.m atlenFe Mwn.rlk sme.rmilew= led N. 4zzgg ..m -I.. Peritimr 1. Bsa2-ID31 w„�=mmcmmm�. _ 61.12ax1 cn ym iwosmel caummxan �a ax4szml PRELIMINARY PLAT ANDOVER 648-1LAND LLC 14015 SDNFlSH LAKE BLVDSUITC'. RAMSEY. MB4NESOTA 55303 ANDOVER VILLAGE ANDOVER, MINNE30IA 5 IF 19 n=i NApiBNM pre„, llnoafd C.S.A.H. NO. 116 l BUNKER LAKE BLVD NW ------------------------ E% 12' NIDE THIRD LWE EX. 12' MDS THIRD LANE It' NIDE IFFf NPN LANE J E% IX -"OE W9N UNE _____-- I s i 210 - SECONDARY EMERGENCY ACCESS 25' PRIVATE DRIVE SIDE 5'PROPERTY LENGTH 15' PRIVATE DRIVE CORNER III ROW 15' REAR 25' 0' B1 UM1 25' COUNTY ROAD 10 WETLANDRUOTER IGS' LOW'OPENWG Za11WL 7304 2'+EOF LDWPLOOR 2'+NOUN. -. -.- RG C _- 3 20 )VGRA BASE EST. SEASONAL HWL 666.0 -�_ -_ v�1 -8758 -_ 1 224.42 575.00 113,66 4+5&62 BITUMINOUS IPNL // - INFIL-577 19181 168.43 500.00 S r 8+48.47 HM.87 Ir-RWL`$/SY -_ ------ ----- 21r-- ME E LIGHT I' 0; 33 34 VEHICLE MAINTACCESS 35 ACCESS 41 42 43 44 45 46 n i 36 39 40 47 I 37 38 PER --- J - -,'J 30 TR E A L b J - A Rep. P� 1G .10 m _ z I •sz 0 .won � CJ ..w - J 29 \ SNOW STORAGE m � _ -75 $ �■ AREA - - - � 25• ■ - _ I - T - � - BITUMINOUS TRAIL 8 FJ(. 12' NIDE TNRU LANE -_--______-- E% 12 MDE'IHPU LANE _ r 11 NIDE LEFT TURN UNE t M IV WIDE THIRD LANE _ r - EX. IV IMIDE THRU UNE _ $N^ - VEHICI- w_fr_�_r -MAINTENANCE - R7O' \ , - - - - wl ACCESSPATH M/SETBAC%_-/ WETLAND 1 �•., 4 I11111' rl BOND A2/RON EE%ISATLAS INNO DO1 -J i Is 1 1 g I V1 \ \ PROPOSED 100 4 1 I \ RETAINING WALL p 'FEMA ZONE A 11 YR FLOOD BOON .f 1 / 1 I 1 � 1 / I i i .1 16 15 14 13 12 11 . I '1 '! 17 8 27 22 1 6 �I POND 100 it 6i �21 20 19 8 0 10 9 24 23 7 I� 25 VEHICLE MAINTENANCE I I 26 zo• I ACCESS j -_J -_1 I -- -- -- -- zD• i r_ -=---J _ !CITY OF __J L== :�� '� �_-f L_____ __ - - i______1-' m� �I •___ 0 1 �MWL�B6fi:0� DOVER R ' J _ r - % ' afp- Viz_- l _ _ AN MUNICIP$7 INICIPAL \ C== . Ll --Nii'E7J_5-'!NR_L+ L U'' -NWL-B '8� - AB�Jt F flETAININC WALL RIVATE DRIVEWAY •- - T - -•- - T - - CITY OF BOUNDARY __- REAR SE BACK _ --PRIVATE DRIVEWAY 7- IUNDARY - ANOKA 41ST AVENUE - - - ---- - - - - ---- - - - - -- - -- - - - - TF L --------------------------1- - - -- -- - I -1 LLI Z PROPOSED FACE OF RETAIWNCWALL m Z 2' OFF EDGE OF TRAIL MIN. - SECONDARY 1 Q R10' 'EMERGENCY ACCESS VI j v 10,91 7 ONNECT TO EXISTING RG C _ 20' N W1H CRA BASE _ PEDESTRIAN RAMP 8' BITUMINOUS TRAIL -INFIL•877 3 4 32 F 20• TR ucHr 33 34 35 PIONEERengineming 2422 Enl",ri DHv u �ueu.>,n.u. (6511661 IYI'. M, ndnle HeigM1tc MN 55120 Fm:613141F, w.Plnnxmng.m i�sv l+o��ei MA. MAIL CLUSTER BOX (CBD) SEE SHEET 16 FOR DETAILS SNOW STORAGE ANEW T LANSCAPINC/FENONC ff ALLOWED PROPOSED ZONE OpJl AE ATLAS 14 IDD YR FLOOD LINE �_ (ECFV=867.6) FLOOD ELEVATION 867.6 .-------_ PER EXISTNG CITY CONDITIONS ATLAS 14 MODEL PROPOSED 100 1R ROM ELEV-867.8 g STREET LIGHT LOCATOR IN UFAMILYSETBA FROM GRO W 25' PRIVATE DRIVE SIDE 5'PROPERTY LENGTH 15' PRIVATE DRIVE CORNER III ROW 15' REAR 25' 41STAVENUE 25' COUNTY ROAD 10 WETLANDRUOTER IGS' LOW'OPENWG Za11WL 7304 2'+EOF LDWPLOOR 2'+NOUN. 2+93.24 1'+ER. 6.56'41' SEASON HWL EST. SEASONAL HWL 666.0 0 250 GRAPHIC SCALE IN FEET INH=876.30 (NAND 88) NORTH SIDE OF CSAR 116 1200 FEET EAST CF INTERSECTION OF CSAR 116 h TRH AVE. N. IZ 17 CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT Ct 1'44'40- 30.45 1000.00 15.22 1+67.94 1+98.39 ® 90VO'00' 7304 46.50 46.50 2+20.20 2+93.24 ® 6.56'41' 69.77 575.00 4{.97 3+65.86 4+55.62 C{ 2221'44' 224.42 575.00 113,66 4+5&62 6+80.04 ® 19181 168.43 500.00 85.02 6+80.04 8+48.47 0 250 GRAPHIC SCALE IN FEET INH=876.30 (NAND 88) NORTH SIDE OF CSAR 116 1200 FEET EAST CF INTERSECTION OF CSAR 116 h TRH AVE. N. IZ 17 I -CITY OF -ANDOVER CITY OF AAll1VA f� GROSS RESIDMTAL AREA 3. PUBLIC PARRS/OPEN SPACES WET -ANDS. WATER BODIES. 4. ARTERIAL ROAD ROW AND NON-STORMWATER PONDS 5. FEMA FLOODPLAIN(EXCLUDING 2 ABOVE) (INLCUDING 16.5' BUFFER) 6. GAS PB'ELBJE EASEMENT PUBLIC PARKS/OPEN SPACES ]. VEHICLE MAINTENANCE ACCESS RIGHT OF WAY ® AREA BELOW 100 YR HW_ MEVEHICLE MAINTENANCE ACCESS Em SNOW REMOVAL STORAGE PIONEERengineeHng 2422 EnterI Dme (651)681-1914 Mendota Heights, MN 55120 w F.;681-9488 ww.P�oncucnB.com C.S.A.H. NO. 116 BUNKER LAKE BLVD NW 41ST AVENUE (114CLUD1NG 16.5BUFFER) 3. PUBLIC PARRS/OPEN SPACES GODOLI AC 4. ARTERIAL ROAD ROW DOOR)AC 5. FEMA FLOODPLAIN(EXCLUDING 2 ABOVE) 0.0%0 AC 6. GAS PB'ELBJE EASEMENT GOODS AC ]. VEHICLE MAINTENANCE ACCESS 03830 AC 8. SNOWSTORAGEEASEMENT 0.W30AC NET AREA (-I-2-3G5-67-9) 7.9]99 AC NETDENSITY 6.14Dei U]ATS/AC GROSS DENSITY 5.9137 UNITS/AC TOTALLOTAREA 6.8%9 AC NOTE: PROPOSED PLAT LOCATED IN THE LOWER RUM RIVER WATERSHED MANAGEMENT ORGANIZATION 3 NOTE 1: WATER LEVEL PER MEMO FROM HAUGO GEO TECHNICAL SERVICES DATED 03/08/21 GRAPHIC SCALE IN FEET BENCH MARK TNH=816.30 (NAND 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 Re 7112 AVE. N. f VF tAM)SNeNP4ULDATA 0 ANDOVER VILLAGE -LOT BY LOT TABULATION LOTR BLOCKS ROUSE TYPE WITTERUNE ELEVATION O0.NfWAY GARAGE FLOOR ELEVATION LOW DRIVEWAY FLOOGRAVE (A) ELEVATION ELEVATION LOOKOUT ELEVATION LOWEST OPENING ELEVATION 100YFM HWl EMERGENCY OVERFLOW ELEVATION HIGHEST ANTICIPATED LEVEL WATER LEVEL 1 1 SOG 875.4 80..2 5.9 877.6 NIA 0]].6 V&4 W(14 g5.' 2 1 SOG 0]5.3 87.0 5.3 8]]0. N/A 877A 8]0.4 8]0.4 866' 3 1 SOG 8]5.3 811.0 6.1 827.4 N/A 8]].4 0]0.4 810.4 866' 4 1 SOG 014.8 871.1 5.9 871.5 N/A 811.5 870.4 810.4 866' 5 1 SOG 8]5.] 87.5 5.0 977.9 N/A 877.9 0]04 V114 065' 6 1 SOG EMS 871.1 4.9 977.5 N/A 977.5 86&1 82&1 866' 7 1 SOG 075.3 816.6 4.7 877.0 N/A 821.0 RARE 86&1 866' 0 1 SOB 0]4.] 80..1 >.1 8]15 N/A 81].5 8114 VAO SW' 9 1 SOG 874.9 87.1 fi.8 97].5 N/A 97].5 W14 97AO 866' US 1 ROG 075.1 87.3 6.9 877.7 N/A 877.7 W14 STAG 866' 11 1 SOG 075.5 871.6 7.1 WILD N/A 87&0 V14 81A0 866' 12 1 SOG 975.] 810.0 7.6 W&4 N/A W8.4 0714 9740 066' 13 1 SOG 8]5.9 878.1 6.8 8]8.5 N/A V&5 8714 STAG 866' 14 1 SOG 876.1 8]8.2 6.6 SORG N/A 97&6 870.8 8244 866' SS 1 SOG 816.4 870.6 7.1 8'29.0 N/A 879.0 8719 8]44 665' m I SOG 876.6 879.0 7.4 979.4 N/A 8194 BIAS 874,4 066' 17 1 SOG 8]66 8]9.2 7.5 829.6 N/A 819.6 970.8 8764 066' 18 1 SOS 80..0 8]9.3 73 879.7 N/A 829.7 0748 V14 866' 19 1 S 077.2 879A 7.2 879.8 N/A 879.8 870.8 8744 8E6' 20 1 SOG BTA 879.5 7.3 879.9 N/A 879.9 810.0 W44 066' 21 1 SOG 872.6 879.7 7.0 800.1 N/A SIDE 9760 W44 666' 22 1 SOG 87.8 880.2 7.0 880.6 N/A 880.6 970.8 W44 066' 23 1 SOG 878.0 881.3 7.9 881.7 N/A 9717 8718 V44 882° 24 1 SOG 8]8.3 880.6 80 8810 N/A 8210 8148 074.4 826' 25 1 SOG 878A 880.6 7.3 SELO N/A 8210 877.0 811.5 066' 26 1 SOG 8]89 880.4 4.7 880.8 N/A RUSS 877.0 8715 866' 27 1 SOO 079.3 880.9 5.0 aL3 N/A 8813 8718 617.5 865 v I SOG 879.1 8013 5.1 0816 N/A 821.6 67.8 87.5 SSE' 29 1 SOG 8]8.6 882.0 19 882.4 N/A 882.4 077.0 87.5 SEE' SO 1 SOG 8]9.3 882.0 7.1 8814 N/A 8824 87.9 871.8 066' 31 1 SOG 879.5 881.2 5.6 801.6 N/A 8216 87.9 811.8 866' 32 1 SOG 8]9.1 881.2 5.0 821.6 N/A 82L6 871.9 W7..0 8661 33 1 SOG 8]8.5 EGGS 13 881.0 N/A 8210 1 817.9 877.8 866' 34 1 SOG 8]8.2 880.1 7.1 SELL N/A 971.1 0]5.0 I MS4 I SURE' 35 1 SOG 878.0 881.8 7.7 8812 N/A 8223 9750 W14 866' 36 37 1 1 SOG SOS ME, 87.6 EGGS ERGO 7.4 7.2 8813 880.4 N/A N/A ROLE tl04 8718 0]10 6154 8714 866' 6661 38 1 SOG 87A 879.7 6.9 880.1 N/A 800.1 975.8 875.4 866' 39 1 SOG 07.2 879.4 6.8 8798 N/A 819.8 88.0 875.4 SEE' 40 1 SOG 877.0 879.2 6.6 879.6 N/A 879.6 8118 075.4 BEE' 41 1 SOG 876.7 870.9 6.7 8793 N/A 079.3 875.8 8714 866' @ 1 SOG 076.5 978.6 7.3 879.0 N/A 829.0 8'258 8754 6661 43 1 SOG ].1 97&7 N/A 87&] 8718 875.4 SEE' m 1 SOG 7.1 81&6 N/A 8186 8150 8754 866' 45 1 50G 7.4 87&5 N/A 81&5 W18 8254 866' 46 1 50G 1 W8748775 6.4 97&1 N/A 87&1 67a9 W513 SEE' 41 1 SOG 5 ].0 8]].9 N/A 971.9 W49 9753 gag' 48 1 ROG 2 6.I 817.6 N/A 877.6 IRA 9 P13 ESE' 49 1 SOG 1 6.1 8715 N/A 8715 VAR 8713 066' NOTE 1: WATER LEVEL PER MEMO FROM HAUGO GEO TECHNICAL SERVICES DATED 03/08/21 GRAPHIC SCALE IN FEET BENCH MARK TNH=816.30 (NAND 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 Re 7112 AVE. N. f VF tAM)SNeNP4ULDATA 0 FRONT 20'ROW I Ryt I L 25' PRIVATE DRIVE SIDE 5'PROPERW C.S.A.H. NO. 116 15' PRIVATE DRIVE CORNER@ROW - BUNKER LAKE BLVD NW- 25' 41STAVENUE 25' WUNTY ROAD 18 Z _ INFILTRATON EL=8)73 2'FHWL O _ DTET=877.8 - 7'.NSYI Z: _ HWL-877.9 (ATAS 14). SEASON IIN'L 2 W 866.0 0w u0 -�- _ VEHICLE ...�..: ..•. OF••. .. ............. J6 ]].8' _.' I P El MAINAIN TENANCE E.O.F. •I -� ........ .... •• / DETAIL . SHEET 13 I. ACCE69 •.. 1 0OlOz ...`.............--_,.+ �,. I � �i•• g579.5 >}' 00.; .. O�15 I 32 iOG X6/ m . g m J V a J m A p -7p.9 J V P V t m+ O O O ..-- I I s 31 41ST AVENUE CUTLET -877.5 � Fn81.J 18 - HX -877.8 (AT -AS 14) .f- ].lt ^ F+ 30 878.E21 L58o1114 r J 7 19 20' VEHICLE IN, L_ __________ ___ Ex.80.0 _.MAINTENANCE _ I 29 soc I 1F:8824 ' L 7 4 / 79.17 g 28 soG m L Ea]9.5 ; n INFlLTRATW EL=eg 27 FRONT 20'ROW I Ryt I L 25' PRIVATE DRIVE SIDE 5'PROPERW - 1. 15' PRIVATE DRIVE CORNER@ROW IS' RPAR 25' 41STAVENUE 25' WUNTY ROAD 18 WETLAND BUFFER 163' LOW OPENING 2'FHWL _____ 2' F EOE IAW RMR 7'.NSYI 5' F W. SEASON IIN'L M.SEASONALHWL 866.0 0 15 w 60 � GRAPHIC SCALE IN FEET _ Y_I_S_NEEReneneeHng 2422LEnt,Eme Dnru aa�mnm. 1 (65DM1-1914 Merdnn Height, MN 5.5120 Fu:6g1-9488 w w�w.Nmrertr". 03ti i+mctwm�rne. Pw. 33 34-x1 11 35 36 I Ryt I L (11020.4) y - t880.1) - 1. C -___ -1.5X 0711.5 37 078.2 FlLIRATW EL=8]8 4 B �'. _ B11.Sx - .os5�u y I_. � _____ WTET=6]5.4 DUTY OF con gg(n S0 _ r--------------- 0w u0 -�- _ VEHICLE ...�..: ..•. -_ - -- - OFOETAB ANDOVER MAINAIN TENANCE r- -� ........ .... •• J YI ACCE69 •.. 0OlOz ...`.............--_,.+ �,. a A .5 �i•• g579.5 CITY -OF - 00.; .. O�15 - y X6/ m m m m J V a J m A p C J V P V t m+ O O O ..-- 14 34-x1 11 35 a�acx 9 lF 8oB1G.J I tail ON L12 LEx79.] $^ 25 242326 4 , IIm m1'lm 614-1-1 1 1ST NEJ NW V _�.ssx 577.0 a 107 36 I Ryt I L (11020.4) y - t880.1) - 1. - -___ -1.5X 0711.5 37 078.2 38 _ B11.Sx 39 .os5�u y I_. � _____ DUTY OF con gg(n S0 _ Gg0 0w u0 _ A F) •........ ..•. OFOETAB ANDOVER En r- -� ........ .... •• J YI a�acx 9 lF 8oB1G.J I tail ON L12 LEx79.] $^ 25 242326 4 , IIm m1'lm 614-1-1 1 1ST NEJ NW V _�.ssx 577.0 a 107 19 I Ryt I L 11. o,.... L y - -LSx - 1. -___ -1.5X 0711.5 078.2 _ _ _ - 8L=077d _ B11.Sx L .Ra-1_Sx .os5�u y I_. � _____ DUTY OF - _ _ A _ •........ ..•. OFOETAB ANDOVER En cl ........ .... •• 0OlOz ...`.............--_,.+ �,. a A .5 �i•• g579.5 CITY -OF - 00.; .. O�15 - y X6/ m m m m ANOKA - w SHEET u m ..-- 14 41ST AVENUE CUTLET -877.5 18 HX -877.8 (AT -AS 14) 679.0 878.E21 20 19 20' VEHICLE 19 I Ryt I L 11. o,.... L ......_ -LSx - 1. -___ -1.5X 1 r; _ _ _ - 8L=077d _ B11.Sx L .Ra-1_Sx .os5�u y _____ DUTY OF - _ A _ •........ ..•. OFOETAB ANDOVER MUNICIPAL .......... ........ .... •• -.- ...`.............--_,.+ �,. a A .5 �i•• SHEET I3 CITY -OF - -BOUNDARY .. �FOETAIL - y m m m m ANOKA - w SHEET u m ..-- INFlLTRATIW EL 877.0 41ST AVENUE CUTLET -877.5 HX -877.8 (AT -AS 14) 20' VEHICLE _.MAINTENANCE _ ACCESS 3.9 INFlLTRATW EL=eg WTXT=874.4 / I HFA=874.8 (AT -AS 14) ki - - BENCH MARK T1111=876.30 (NAND 88) NDRTH SIDE OF CSAR 116 12M FEET EAST OF INTERSECTW W CSAR 116 h 7TH AVE. N. 19 RG - __._ _. _ INFlLiRATIW EL-874.9 INFILMAMON EL -5773 - C.S.A.H. NO. -116 ----------- MWL-379&(ATLA 44 -------------- RG p-------- WTLET-877.8 - - BUNKER LAKE BLVD NW INFILTRATION E1-.-e73s AWL=877.9 (ATLAS 14) --. __. .r. •"•.... OUTLET -'740 20' MAINT AIN VEHICLENANCE E HM"74.9 (ATLAS 14) .... ......... ...T ar .ami r.........-. ... CE _ ACSS ..-. . - 7Z1! , 74 • COS. .. :� m n a m ... .. EE ET ............. SHEET I] tF i I aas t.SX 1� TOX �L � I gn .„ Z SGo7me.7) ees r:Mn 33 Q '119 - 8. W 4 l SN 1 41 42 43 45 an.e ens Ev817 so 40 460 5, 37 38 39 48 49 FNGF31 Ia OW vv OrN 0 0 0 ^N i 9rw1 0 O '0 AC) 1If � _ :°q 30 sms4 m � J - - J -J - )) 7 .13 OLX =l _ "9y..x 871.0 08.50.75X 0. ]> 7 2] 8)91 C8. e,m^ � - I 8 29 SGG SNOW STORAGE iy - _ _ �:� y„ - - `,p - 1 i lF:e82, AREA - -�� 6]7.6 9]5.9 810.3 I e 1 e]e.1 L m - p 28OG .178 T _ M Nm OS 0m O"emv Om 0.. OY o �,.. V,r.,1 G G Ex.79.5. /�- - 1. G rn G As m Sp m O 0% O.mi _ rn.. � O� 09 m N.. �,.. II 6 0 �(g �S 0% 64 _Vr>._. Ow Om OV 0v OON 7.6 9. G 6' O$ 0p Og Om Oa ? m 6 $ 27 SGG N5 W O. oe �g 16 15 14 13 8 I H m m 18 17 e79.o e7e.6 12 11 10 9 Ex79.7 7°. 22 21 20 19 879.8 BJ9.! a]e.5 I Ir f ? 1 F e' 23 56711,,4, 67A0 87]JO N 26 SOG . 25 24 ea06-----Tv ULM 25e81.0 _-1 7 _ P.WL=8)ZB 4X . . 74 a ]!_ .R%] ......... ........ 7415 F. -^ m _ nv Cm x SHEDETISNL•"J �7 E4.0 �m JJ. O.F.SEE DETAIL m o SHEET I} EILEET1384 °. -_ ----INFILTRATION EL -677.0 41ST AVENUE " OUTLET -877.5 AWL -877.8 (ATLAS 14) 20' VEHICLE _. MAINTENANCE -- -ACCESS 0 15 30 60 � GRAPHIC SCALE N FEET .- _ __ - - - --- - - - _ - - _ - --- _ _ - - 20' VEHICLE INFILTRATION EL=873.9 INFILTRATION EL -872.5 MAINTENANCE ACCESS WTLET-874.4 OUTLET=873.0 HWL=874.8 (ATLAS 14) HWL=873.4 (ATLAS 14) BENCH MARK NH=876.30 (NAVD 88) g � AWN. rn¢mmi uwxunu aiwwmm NORTH SDE OF CSM 116 12W FEET EAST OF PIONEERevi:�>g g � AWN. rn¢mmi uwxunu aiwwmm mF.NO.I'VSIh4NElT-0MD 2422 Emery Dn'. (6511681-1914 Fu:681-9488 Ul-mm 1Nxh bei. mmp... vvebM "6 Re. mtmma-�nNnwmul ^� H./cw� �otmaml w.na.l Cmoen• o>-1tw,Mc®. m- o: -.bay ANDOVER 648-1 LAND LLC ANDOVER VILLAGE Mm4nM x.ig6u. MN.55120 -vr FF-: m:e m + mN x^naNN PRELIMINARY GRADING PLAN 14015 SUNHTSII LAKE 6LVD SUITE 400 9 of 19 ,mm w<sxe awa mx _ m.- exwros I RAMSEY.MNNESOTA55J ANDOVER, MINNESOTA 0Ri Mm.Fryrmrn^v.4. "I r19 .m S -- ROA-------- I S. A. H.N0. 116 IB r Ir --- BUNKER LAKE VD NW -' --- /� o ON wTLLT-e]4.o L_ _ . _. ... .._ _. - .9 (ATLAS 14) LpRFER@ROW IS' e1' - _- PROPOSED D h U ES' e + WEM113BR --y�a��• EASEMENT. (SEE T 4 20' VEHICLE ' + HOF LOW FLOOR SOG YeM. MAINTENANCEACCESS SEASON HW 74.2 0 E.O.F. R66.0 - - - - _ - -s_��_-- - - - - - ........ . DETAIL •• SHEET 1 / . j' • • • • • • • • - -Y _ _ • •• • • .. I 20' VEHICLEDRAIN `. \ �a CRADE E%ISTNC TO TO WETLAND 2 J�, �Tr /'E I 8a Im l:L ACCESS Y �\ JRf\\ 11 EROW ^IVTE DRIVE PR RO smE 5 PROPERTY 15' 1RIVATEDRIVF LpRFER@ROW IS' REAR zI <IST AVENOE ES' CO AD r:en.e 1 WEM113BR 16.5' LOW OPENIVTNOPIG 2'+HWL ' + HOF LOW FLOOR SOG YeM. SEASON HW 1 R66.0 15) CITY OF - an.9anA 789 ' 1'/ Im �R 78.0 k 47 48 49 Z MUNICIPAL 191 4. ••.••. CITY OF BOUNDARY >'' I (7 e ANOKA aN c; I uN M _ ] erI o E.O.F. u p - _ „.. _ ._. ,_-.— -_ - gn BASINS. -SEE OETML - S]].S .-... j rel SHEET 13 n I E t F- LII it I: 12 0.75X 0.75X 875.3 HK -873.4 PIONEERenglneering A 8 ]Ip IB�N L 4 Le] 7 k i \20• VEHICLE \MAINTENANCE ,N\`�•-�• / I. 70.4 I 1 • {E-Ql._ _ _# EXISTN 1 ' /LOCAL 100 TR 1 :ROOD ELEV-867.1 i / A I/ PROPOSED ZONE AE 20' VEHICLE ATLAS 14 YR 8000 , MAINTENANCE LINE (EIEV-867.8), ACCESS / , t _1 \H\ 14M0W Mt Oi bl.G lNOVf N Wi 0"0 10TALwToD wIl m c.Y. MTN NU MIMMIT i In C.Y. Nu cE3 CY.M FRONT EROW ^IVTE DRIVE PR RO smE 5 PROPERTY 15' 1RIVATEDRIVF LpRFER@ROW IS' REAR E5' <IST AVENOE ES' CO AD 40 WEM113BR 16.5' LOW OPENIVTNOPIG 2'+HWL ' + HOF LOW FLOOR 21HWL YeM. SEASON HW FSI'. SEASONAL HWL R66.0 20' WIDE VEHICLE g' om MAINTENANCE ACCESS S 2422 Emvptiee Dove 16sIl AYI-1914 McMmA Heighu, MN 55120 Fu: E81-wss w.Pien m,cm 0u, Nwm cs�zv...rw BENCH MARK WH=876.30 (NAND 88) NORTH SDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 h 7TH AVE. N. 1.1 CI CITY OF - FILL AREAS �R - _ _ 6 F. T Tz ANDOVER MUNICIPAL 4. ••.••. CITY OF BOUNDARY >'' " -- ]3.64 ANOKA NOTE: ALL SLOPES 4:1 WITH THE u ]4A o .' _ EXCEPTION OF BELOW THE NM- OF o E.O.F. u w I'41 = _ - ,.._. -_-_.� -_-_�- - _ „.. _ ._. ,_-.— -_ - BASINS. -SEE OETML - .-... j SHEET 13 -. 41ST AVENUE _ 16 s����o DIIIID IIaII . — — _ — — — 26 VEHICLE - GRAPHICGRAPHIC SCAJX IN FEE[ MAINTENANCE ACCESS 2422 Emvptiee Dove 16sIl AYI-1914 McMmA Heighu, MN 55120 Fu: E81-wss w.Pien m,cm 0u, Nwm cs�zv...rw BENCH MARK WH=876.30 (NAND 88) NORTH SDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 h 7TH AVE. N. 1.1 CI —G.S%A.H. NO. 1161 BUNKER LAKE BLVD NWII — — — — — — — --------------- ------ ------------------- ------ ------- ... . . ..... .. k°t e N z�—» 1/ NroNo$z o .` r W= HETIAND 1 MUNDAN OSION .. 40 41 4,3 q 31 36 37 38 39 49 303 1 T > 29 16 20 G\ [,Ty.,Or E 11AL NGIRAL--- FR IUNDARY -- - -------. .. ... .. �41ST AVENUE ------ - --- . .. .. ... .. ....... .. . ------ T - — — — — J� IT 0"", " I F _T IM PIONEERengineeHng 2422 Entrymc On- (651)681-1914 WndotaHcighRMN5512R F.:681-9488 QNUH,,.... Fsglnc•mg, Y.A. GRAPHIC SCAM IN FEET BENCH MARK MH -876.30 (NAND 86) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAH 11 & 7TH AVE. N. LL 22 � LEGEND NOTE .... .. ROCK CONS7RUCFGN ENTRANCE INSTAL_ BEFORE START BE GRADING PHASE UNE ROSE SEEM. INSTAL_ WITHIN 7 DAYS OF GRADING COMPI-ETON OR BEFORE IST D= IS RCspoNseEE FOR REND Mc THUS. CONHEM FEATURES u PON ESTABLISHMENT OF PERMANENT RAINFALL V4ENT WHICHEVER IS REST CHMEN CGNTEGE�EDFAMGN PERIMETER EROGM CONTROL PENCE INSTA-L BEFORE START BF GRADING REOUNTANT M09ON CONTROL FENCE. INSTALL BEFORE START OF GRADING SECONDARY EROSION CONTROL M. TO BE INSTA__ED a HOURS AFTER CONULETM OF BIASING, SUMPED RIP RM E.MT04T ENERGY @ DO NOT DISTURB AREAS CATCH BAGN INLET PROMCU BN TO :E INSTALLED AFTER 1ST UFT OF ITUMINWS. CATCH BASIN INI-ET TO BE INSTALLED BOTH CATCH BASIN GRATE. STRAW810 ROCLS. INSTALL WITHIN 7 DAYS STADIUM EMERGENCY MOA MNDO CAT SO EROSION SCHTECE BLANKET. INSERT WTHIN 7 DAYS OF GRADING EETGN CONIPEE (SEE DETAIL NH� 13) ANDOT CAT 20 ERMON GOBI III-ANKEL IMSTAU WTHIN ]DAYS OF GRADING CCNP�. BASIN OUTFAU OVERMEOW TENSAR WAX 50-250 OR APPROVED EQUAL INSTAL MWIN 7 DAYS OF GRADING DISSIPATER. INSTALL HYMN 24 HOURS AFTEN CONMZCION TO A SURFACE WATER. OF GRADING COMPI-ETON OR BEFORE IST RAINFALL �T MICHEVER IS REST COMPI-EVON. (SEE DETAIL SHEET 13) 32 0 30 60 120 GRAPHIC SCAM IN FEET BENCH MARK MH -876.30 (NAND 86) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAH 11 & 7TH AVE. N. LL 22 � C i C.S.A.H. NO. 116 BUNKER LAKE BLVD NW Ow_________ W_— e. o 0 o v0o o0ooe000,00oDo000000povo0ovo 00000000,00ooO,ovo O v 0 d¢ e vi I r o0 000 0000 PIONEERe;1ee1 ng 2422 Enter nx Dnve (651)681-1914 Men9me HcigHte, MN 55120 w F. 681-9488 w.Pon rtm8co a MUNICIPAL ' t _—.. - t ImoIH.�,, TEWOHMY JFm SNNL BE COME IN ACCORDANCE TO MOOT 2515 k 3876: CONSISTING W. NAY 1 - AUWST 1: MINNESOTA STATE SEED MIXTURE 22-111 (OATS coK MW) O 100.0 1D5. PER ACRE BIT APPROVED EQUAL • AVWST1 - OCTOBER 1: MINNESOTA STATE SEED Ammum U-111 ("N1ER MNEAT CONK MOP) O 1000 IHS PER AO M APPROVED EQUAL • MULCH SHALL BE MOOT 3%TWE 2. T 1 O 2 TONS PER ACRE ON AFPNOND EQUAL AND OTS( ANCNOED IN PUBE OR APPROVED EQUAL. INSTAUM TO MINIMUM 90S COVERAGE CP THE A FACE AREA DISTURBED. • NNDDT 3851. TWE 1 COAYEROk fFRNUZER. 10-10-20 O 200 IHS PER ACRE PQNANENT TURF RESTORATOI SHALL BE OWE IN ACCORDANCE WTH MOOT 2375 h W78 CONSSTINC CP: • MINNESOTA STATE SEED MIXTURE 25-121 (SANDY GENE ROADSIDE) AT 91.0 PWNOS PER ACRE • MULCH SHALL BE MOOT SSB; TWE 1 O 2 TONS PER ACRE OF APMMI£D EQUAL AND OISI( ANCHORED IN PUCE O1 APPROVED EQUAL INSTAUM TO MINIMUM 907 COVERAGE OF THE SURFACE AREA DISTURBED. • MNDOT 3881. TWE 3 SLOW-RELEASE FERTU2ER 22-5-10. MINIMUM 70[ WAITR-INSOEUBIE NITROGEN O 350 IBS PER ACIE. TENT BASIN SEEONC SHALL BE OOZE IN ACCORDANCE MTI MOOT 2575 k 3976 COISISTNG M. MT BASIN BpICN/(IN)F1LlRATCN BASIN: MINNESOTA STATE SEU MIXTURE 3J-261 (STORMWATER ® PERY BWTIAND WEST) AT 350 POUNDS PER ACRE. • ABOVE BASIN SOON TO HIGH WATER LL14: MINNESOTA STATE SEED MIXTURE 35-241 (MESC PR.URIE 4111EFAL1 AT 36.5 POUNDS PER ACRE • STAB.WIE VA (INOOT EROSION COI1R0. SMXET CAT 211. NNDOT 3091. TYPE 4 NATIRAL-BASED FFRTUM. 18-1-3 0120 IBS PER ACRE OR 17-10-7 O 150 IBS PER ACRE 141ST LANE NW 41ST AVENUE CITY OF ANDOVER UPI-AND/NATURAL AREA SEEDING STALL BE DONE IN ACCORDANCE TO MNOOT 2575 k 3876: CONSSIWG OF • MINNESOTA STATE SEED MIXNNE 3 (.EEC MAIM GENERAL) AT J8.5 POUNDS PER ACRE W NU -CH SHALL BE MNDOT W54 TE 3 02 TONS PFR ACRE ON APPROVED EQUAL AND DW ANCHOED IN PUCE OR APPROVED EWAI • MNDOT 3081. TWE 4 NATURAL -BASED FERTU2FH. 18-1-8 O 120 188 PER ACRE OR 17-10-7 O IN LBS PER ACRE NfTLV9 UFUND BUFFER MINNESOTA STATE BE MIXTURE ST -261 (STONWATON SWM C E OR AT J5VE POUNDS APEI ND ACRE NCHOI DIN BEE OR A J0B2. TWE J O 2 TONS PER ACRE OR APPROVED EQUAL AND DISI( 3881,ED IN PLACE OR APPROVED EQUAL ISO W 3661. TWE 4 NATURAL -BASED FFATU2FR, 18-1-e 0120 lbs PER ACRE ON 17-10-7 O 150 fH5 PER ARS MUNICIPAL wo, 0 30 60 120 GRAPHIC SCALE M FEET TNH=876.30 (NAVE 88) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 A: 7TH AYE. N. �ISIMISHEEI D L3 23 ------- ------------------------- i z Z POND 1 CITY OF ANDOVER UPI-AND/NATURAL AREA SEEDING STALL BE DONE IN ACCORDANCE TO MNOOT 2575 k 3876: CONSSIWG OF • MINNESOTA STATE SEED MIXNNE 3 (.EEC MAIM GENERAL) AT J8.5 POUNDS PER ACRE W NU -CH SHALL BE MNDOT W54 TE 3 02 TONS PFR ACRE ON APPROVED EQUAL AND DW ANCHOED IN PUCE OR APPROVED EWAI • MNDOT 3081. TWE 4 NATURAL -BASED FERTU2FH. 18-1-8 O 120 188 PER ACRE OR 17-10-7 O IN LBS PER ACRE NfTLV9 UFUND BUFFER MINNESOTA STATE BE MIXTURE ST -261 (STONWATON SWM C E OR AT J5VE POUNDS APEI ND ACRE NCHOI DIN BEE OR A J0B2. TWE J O 2 TONS PER ACRE OR APPROVED EQUAL AND DISI( 3881,ED IN PLACE OR APPROVED EQUAL ISO W 3661. TWE 4 NATURAL -BASED FFATU2FR, 18-1-e 0120 lbs PER ACRE ON 17-10-7 O 150 fH5 PER ARS MUNICIPAL wo, 0 30 60 120 GRAPHIC SCALE M FEET TNH=876.30 (NAVE 88) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 A: 7TH AYE. N. �ISIMISHEEI D L3 23 GRADING SEQUENCE 1.ININSTANi L RCKSK CONSTRUCTION ENTRANCE 2 STALL PERIMETER SEDIMENT CONTROL DENCES (SILT FENCE). 3. S1NP TCPEOi4 STOCKRIE .0 STASUM IN BERM FOR NTURE SPREADING. 4. OIG TEMPORARY 4➢INENT BANK AS NEEDED. BASIN TO BE 1800 6/ACRE OF AREA SNIPPED. CLEAN TILL BASIN DICE TAF RILL i .W. W LL BE CONTACTED PER 59EOFlGMi N S. MAINTAINTHIN DRAINAGE WPoXG PLAN. OPERATOR TO TEMPORARY SEDIMENT EARN. 7.B WARIER SITE GRADING PER PLAN. 9. REINTAIN NONAGE . TEMP A SEDIMENT OF 4' DEPTH. 9. STABLE ORMNAE TO TEMP D SNwi BASIN UHTL NEM RIME BEGINS. 10. STABLER DENUDED AREAS AND STOCKPILES WHIR TME FRAME USHER IN EROSION PItE4FNTW PWATO.S GOMM NOTES I. ME STORM WATER PCLLUTON PRENMTON MANAGER SNARL BE A POISON MAKES. KNOWFDCFABIE AND EXPERIENCED IN ME MRICATON OF MOGON PREYENn0N MO SEDIMENT COIIRO. BMPS MO WI -1- ONES SEE ME NPLEMENTAVON O ME SNPPP AND ME INSTALAnON. INSPECTOR AND YANTENMCE OF ME EROSION PFdNMnON MD SEDIMENT CONTROL BAPS BEFORE MO DURING CONSTRUCTOR. 2. CONTRACTOR TO ADHERE M ALL REQUIREMENTS OF ME MINNESOTA POLUMON CONTROL AGENCY N.PA.ES PERMIT. INCLUDING ME REQUIREMENT M MINIMIZE ME MEA DISTURBER BY GRADING AT MY am TWE MO TO COMPLETE WRF R610RAMON WDWN ME MME REWIRED BY ME PERMIT AFTER TEMPORARY CEASING GRADING OR CMPIETION W GAMING. 3. A COPT OF THESE PEWS MUST BE ON ME JOB SITE WIENENR CONSTRUCTOR 15 W PROGRESS. 4. OMP'S REFER W EROSION AND SEDIMENT CONTROL PRACTICES DEFINER IN ME NPCA PROTECTING WATER W AUTY IN URBAN AREAS MO ME MINNESOTA CONSTRUCTOR SIE EROSION AND SEDIMENT CONTROL PLWNNG HANDBOOK. 1 AL UNCORK AND SEDIMENT CONNU L FAOUn6 (BMP'S) wM1 BE NSTAUFR AND IN OPERATOR PRICK TO LAND DISWRBMCE ACMVRES. SOME ERWON CONTROLS WON AS CHECK OMS AND TEMPORARY SILT PONDS MAY BE INVALID M GRADING DOWNS IN ME SPEORC AREA L THEY RIMBE MAINTAINED UNTILCONSMP UCRON IS COMPLETES AND ME POTENTAL FOR EROSION HAS PASSED. 6. ME HAWS SHORN ON ME PLANS ME ME MINIMUM REQUIREMENTS FOR ME ANTICIPATED RIE NRDInONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR Sl3CNM. CONDI IONS DICTATE ME PERMITIEE RIML ANTICIPATE THAT MORE CAP'S WILL BE NECESSARY 10 ENSURE EROSION AND SEDIMENT ,Q,NC. M ESTE RTE DURING ME COURSE OF CONSTRUCTIONTI . IT I5 ME RESPONSMITT OF E TEE W ADDEW PERMITRESS MT HCONDI IONS MAT MAY BE COATER BY CONSMUCnON ACNNTES MD/M tlMARC CWHTS AND W PRONDE AM10IM. RAP'S OWN MO ABOW ME MINIMUM REGUNIN RIS RIOWI ON ME PVNS MAT MAY BE NEEDED TO PRONDE EARECOVE PROMOTION OF WATER AND SOL R6WRGBi 7- AL WOES NOT LISTER FOR REMOVAL SHALL BE PROTECTED. 00 NOT OPERATE EQUIPMENT WMIN ME DROP UNE ROUT ZONES ON WHIN TREE PROTECTION FORCE AREAS FL MENEVER POSSIBLE PRESERVE ME METRIC TEES CRASS AND OTHER W ETAYW COWS W HELP FILTER RUNOF. 9. CERATE MACK EQUIPMENT (DOZER) UP AND DOM EXPOSED SOIL SCPES CH RNA. PAS. LWANG MACK GROOVES PERPENDIWUR W ME SLOPE DO NOT BACK- SLADE LFAW A SURFACE ROUGH TO WWwZE ER0.9DN. 10, TEMPORARY S® SHALL DD DONE IN ACCORDANCE W NNOOT 2525 h 3815. COMSISMIG OF.- MN F:MN SEER MIX 22-111 O 40 LBS PER AWE OR APPROWW EWA. MULCH SMALL BE KNOW TYPE 3 O 2 TONS PER ACRE ON MPROND ERIN AND OINK ANCHORED IN PLACE ON MD PROWEQUAL INSTAW)D W VERO' MINIMUM 9OF COVERAGE ME SURFACE MCA DEMESNE. • TWE I FEOIUEER• 10.10 -YO O 20 LBS PER ACE 11. PERMANENT WRF RESTORAMN SRML BE SOME IN ACCORDANCE WTH MNDOT 2375 h 3570. CONSSRNG 6: M SETS MIX 25-19 AT 75 POUNDS PER ACRE. WLW WL ESBE MNOOT TYPE 3 O 2 TONS PER ACRE OR MPROWD EQUAL ANO OS( ANCHORED • IN PLACE M MPROWD EWA. INSTALID W MINIMUM M WWRACE OF ME SURFACE AREA OIS UTEOMULCH AT 90 i COVERAGE WN DISC ANCHOR. • TYPE 3 FFRTNffR 22-5-10 BOFWI.N O 350 IBS PER ACRE 12 ELMER AT 4:1 ON STEEPER, ANO/OR WHERE INDICATED ON ME PLANS SHAL GE 5=0 AND HALE AN EIRORON CONTROL EANKET TYPE 3 WSTAUED OR MAT BE HYIMVOSEEOEO WN TACKIRER MULCH. I3. ME CONTRACTOR PIAL REMOVE AL SOME AND SEDIMENT TRACKED ONTO EASMNG MEETS AND PAVED MEAS, 14. IF MONNG MST BECWES A NUISANCE. ME CONTRACTOR 9KA1 APRT WATER FROM A TANK TRUCK W AL CWISTRUCnIXI AREA. IS WNW 7 OALS OF COMPLETION OF ME SIM GRADING OPERATORS ME ENTRE SM (EXCEPT ROADWAYS) S M1 HAW: BEEN SEEDER ANO MMCHER ANO SET FENCE SHALL INSTATED ANWND AL PONDS. 16. AL TEMPORARY EROSION AND SEDIMENT CONTROL. MEASURES SWI. ER PROPERLY DISPOSED OF WMIN THIRTY (W) OAK AFTER RNA SITE STMIUMO W 15 ACEEWD OR AFTER ME TEMPORARY MEASURES ARE NO UNDER NEEDED. 17. ME MINUMHON OF SOIL COMPACTOR MUST BE USED ON AREAS WTSDE OF SPEC IC COMPACTOR REWIRED AREAS. THESE PRACTICES INWUDE: PREVENTING HEAVY EQUIPMENT TRAFFIC AND CONSTRUCTOR TRAFFIC FROM AREAS. USNO PRnVCES TO PREWMT CWCENTMTED RDW OCCURRING OWN ME SO4 PRONDE UGHT TRACKED EWIPNENT TO CONSTRUCT AREA W FINN GLADE. ME MEM REWIRING LOOSE SOIL INCLUDE AL TWSM. PV49MENT AND INFlLMATCN/FILMATICN BAWL. IR. ALL "GRACE. DEM TEg. EDSMG FENCE UNE ANO/OR POSTS MO OTHER DEBRIS PIAL GE REIOWD BY ME DEWLMNN PRICK W TRANSFER OF WROK W ME OTY. ME DEWLCPER SIAL SCHEDULE A SIZE WAX WM ME APPROPRIATE STAFF MEMBERS POR A R= INSPECTION PRIOR W MY ISSUANCE OF BUILDING PERMIT. 19. MAL ANO SDEWAX LOCATOR SUB GRACE CORRECTIONS SHALL BE COMPLETED WTH MASS SIM GRADING IF FOUND NECESSARY. 20. MAXIMUM SLOPES SNAIL BE 4:1. 21. INLET PROTECTOR SHAL BE REMOWD BY THE CWMACTOR PRIM W MWER FR®NG AND RERVCEO IN ME SPRING AT ME DIRECTOR OF ME CIO ENONFER AND PURSUANT TO ME REWIREIENTS OF ME GENERAL PERMIT. 22. SIZE IS LOCATED WMIN ME BOUNDARIES OF ME URMAO WATERSHED DISTRICT. 7 > > O O O LOT PRCEIIE S EEY PRIMITE •. n` .. -� dPEC11�OW Ox 5.T OS LOT BENCHING DETAIL NO SCALE PI'f NEEReneneering 2422 Emeryeix Dnve (651)651-1914 V.dota HeighI,MN5512D w Fax:681-9488 ww.pionartng.wm CONSTRUCTION ACTNTY REWIRQ91T5 A PROEM P EWNYCH PRACRCIES 1. THE CONTRACTOR SHALL IMPLEMENT CMSMUCTON PHASING, WCEt TVE BUFFER STRIPS HORIZONTAL SLOPE GRADING, AND OTHER WNSMUCTOI PRACTQS THAT MINIMIZE SIMON. ME LCCATW OF AREAS NOT TO BE DISTURBED MUST BE OWNEIMM (EG. WN FLAGS, STAGES, SIGNS. SLT TERM ETC.) CH ME DENIOPNENT SIT: BEFORE NOM BEONS 2 TEMPORARY STABIUZATON MUST BE INITATFD IMMEDIATELY WHENEVER ANY CW SMUCDON ACTNTY HAS PERMANENTLY ON TEMPORARILY CEASED CH .WT PORTON IF ME IBM AND GULL HOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABUZAM N MUST BE CONP EIEC NO LATER MAN 2 CALENDAR DAIS AFTER ME CONSTRUCTOR ACTNTY HAS TEMPORARILY OR PERIAMMRY COINER. J. ALL EXPOSED SOL AREAS WAIN 200 FEET OF A SURFACE WATER OR MY STXMWATF CONVEYANCE SYSTEM WHICH IS CONNcC1E0 TO A S'JRRFACE WATER MUST BE STARIUM WHIN T DAYS MESE MEAS INCLUDE PONS SIDE SLOPES EXPOSED SOL AREAS WM A POSNW SLOPE TO A CURB AND GUTTER SYSTEM, STORM RENOIR INET. DRAINAGE STICK. OR OTHER STSTEL MAT DISCHARGES TO A SURFACE WATER. 4. ME NORMAL WETTED PEtlMETER OF MT MANAGE ITCH MUST M STABILIZED WMIN 200 LINEAL FEET FROM ME PROPERTY EMF OR FROM ME PONT OF DISCHARGE TO MY SURFACE WART (WMIN 24 HOURS OF CONNECTING TO A SURFACE WATER). 5. PIPE MK -ETN MUST BE PRONDED WN TEMPORARY Mi PERMANENT ENERGY OISGPAnCN WMIN 24 HWRS OF CORRECT. TO A SURFACE WATER. B. SEDIMENTCORRECT PRAUCFC 1. SEDIMENT CONM0. PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS DITCHES AND SEGMENT BASINS REWIRE SEDIMENT CMNTRO. PRACTICES ONLY AS APPROTdAM FOR GTE CWOMONS IF DOM MADE SYSTEM IB OVERLOADED. ADOMONAL UPGRADE PRACTLLS MUST BE INSTALLED. AND ME SNPPP MUST BE MENDED. MERE SHALL BE NO UNBROKEN SLOPE LENCM OF GREATER MM 75 FEET FOR SLOPES WN A CRIME W 3:1 OR STEEPER SLOPES MAY BE BROKEN WM SLT FENCE. ROD( CHECK DAMS, COMPOST SNARLS, OR OTHER AIVROWD METHODS AND/OR AS SHOWN ON ME EROSION CONTROL PLOD. 2 NERMENT CORM0. PRACTICES NOV BE ESTABLISHED ON DOMMADE PERIMETERS BEFMHE UPGRADE LAND OSWFBWC ACTNMS BEGIN. 3. ME TININD OF SEDIMENT COI PRACTICES NAT BE ADJUSTED M ACCOMMODATE SHORT TERM ACWMES. HDWENA, THESE PRACTICES MUST BE INSTALLED BEFORE ME NEXT PREOPRATON EIENT EVEN IF ME ACnMTY IS NOT COMPLER 4. CONTRACTOR MUST PROTECT ALL STORM GRAIN INLETS BY APPROPRIATE BMPS DURING CONSTRUCTOR UNTIL ALL SOURCES MM PARENTAL FOR DISCHARGERS W ME INILT HAW BEEN STANUM. S TEMPORARY STOCKPILES MUST HAYS AT FORCE AROUND ME PERIMETER OF ME BASE OF ME STOM PLE ANO CANNOT BE MOD IN SURFACE WATERS. INCLUDING STEM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS ON COMMITS OR DITCHES. 6. CONTRACMR MUST INSTAL. TEMPORARY (ON PERMANENT) SEC MENTATION BASINS WERE RITE OR NONE ACRES OF OSNRBER SOIL MARK W A COMMON LOCATION AIRSICK AS SHOWN ON ME EROSION CONTROL PLAN. C. DEWATERING MR SURFACE MANAGE I. DEWATERING OR MT TYPE OF SURFACE DRAINAGE MAT MAT HALE TURBID OR SEGMENT LADER DISOIM(E WATER MUST BE DISCHARGES W AN APPROVED SEDIMENT BASIN ON ME PRO.ECT RTE WHENEVER POSSIBLE IF ME WATER CANNOT BE UNCHANGED W A BASIN PRIOR W ENTERING ME SURFACE WATER, IT MUST BE TREATED WTH ME APPROPRIATE BMP'S SUCH MAT ME DISCHARGE DOES NOT ADWRSEI..Y AFFECT ME RECENNG WATER ON DOMBIREM1 LANOOME M ME CONTRACTOR MUST ENSURE MAT USCHMCE POINTS ARE MEWAIELY PROTECTED EDW EROSION AND SCOUR. ME DISCHARGE MUST BE DISPERSED OWER NAWRN ROCK OLIO RAP. S MHE , SD BASE. SHEETING, ON OTR ACCEPTED ENERGY D59PATIOV MEASURES 2 ALL WATER FROM DEWATERNG MUST BE BSCIMGED W A MANNER MAT RUES NOT CAUSE NUISANCE CONBTONS. EAMON. ON INUNDATOR OF N LANOS CAUSING SMIDCANT ADVERSE IMPACT W ME I EILANO. D. JUNIMMS AND MAINTENANCE I. ME CONTRACTOR MUST APPOINT SOMEONE M INSPECT THE CONSTRUCTION SITE ONCE EWRY SEVEN DAYS OUTING ACTIVE CONSTRUCTION AND WMIN 24 HWRS AFTER A RANFAL EWHT OF GREATER MAN 0.3 INCHES IN 24 HWRS. ALL INSPECTORS MUST BE RECORDED IN MMG AND RETARDS PER N.P.GA N.P.D.E. MMININGNM (NOTE LOCA. NRISOCIION MAY REWIRE A MME FREQUENT INTERVAL OF INSPECTOR.) 2 ALL NONFUNCTIONAL BMPS MUST BE RERAREO• RERACFO CR SUPPLEMENTS WIN FUNCOWAL BMPS BY ME END OF ME NEM BUSINESS DAT AFTER 01507WRTN ON AS BOOM AS HED CONDITIONS ALLOW ACCESS UNLESS ANOMER THE FRAME IS S'ECIFED. (SEE NPCA NPOES PERMIT INE5). E Pn xnM1 MMA£IwT NP.ImES 1. SOLD WASTE MUST BE DISPOSED OF PER N.P.FA REQUIREMENTS, 2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER N.P.GA REWUTONS. 3. EXTERNAL WASHING OF CONSTRUCTOR VEHICLES MUST BE UNITED TO A SENSE AREA OF ME SIM WNW MUST BE CWTANER AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED OR SM. DRAINAGE A, UTIUTY-\IPF' EASEMENT }}�• K NO. NO. STEP HEIGHT (IF REWIRED) LD/ WO -RAMBLER WALK CARAGE ELEVATION I• STEP SLD -SIDE LOOKOUT ..�............L�.. c_ n $Y(D-SHOE WALKOUT FlNIEHED ELEVARON -- O LOT CORNER N- -- f STREET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) OR SPOT n FINISHED GROUND ELEVATION PER PLAN 20' SETBACK TO ROW a OR25' SETBACK TO PRIVATE DRIVE rc m VARIES in 10' VARIES rc PAD 10' 15' VARIES VARIES O GARAGE ELEVATOR PER PLAN FINISH GRADE MIN.2.0% L MIN. IUPSUIL MV :... ..,... r.V .......... .... •.... .:.^.Lai ,... ... r. ,�. M SUBGRADE GRADING GRADE 0 O LOWEST OPENING - 7r A�jS p A d I SEE TYPICAL I STREET SECTION SLAB -ON -GRADE (TYPICAL SECTION NOT TO SCALE) z, a 6a Mg O 105' PER P.U.D.FINISH GRADE ¢ 25' 50' 35' GRADING GRADE � i 2' ..• '<. „� HOLD DOWN 1OP50IL �.y,.,•�". . 'r r.•r.rrrr:: L. NON -SELECT,,: ~SELECT BACKFILL7a MADE MATERIAL BACKFlLL�`�J UN COMPACTED MATERIAL MATERIAL BACKFILL MATERIAL _ V BOTTOM OF UNSUITPBLE MATERIAL UNDISTURBED SOIL MIN. MIN. SUBGRADE UNDISTURBED SOIL CORRECTION (REQUIRED FOR ALL LOTS) (TYPICAL SECTION NOT TO SCALE) NOTE: ALL UNSUITABLE MATERIAL FRONT ME 105' TO THE ROW (INCLUDING ME ROW) SHALL BE REMOVED, BACKFILLED AND COMPACTED WITH SUITABLE MATERIAL BENCH MARK TAH=878.30 (NAND 88) NORM SDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAR 116 h 7TH AVE. N. MwGLO±gSFIEEf-CRINGER L4 WEIR WALL TO BE CONNECTED TO 2 EA. STRUCTURE BY PRE—CAST KEYED SLOT OR BY 3" X 3" ANGLE IRON ALONG EACH SIDE OF THE VERTICAL LENGTH OF THE WALL. CONNECTION SHALL USE 4-3/4" x 3/4" SS WEDGE ANCHOR BOLTS SPACED 6" O.C. JOINTS SHALL BE GROUTED AND SEALED TO BE WATER PROOF. z f b ..R FLOOD ELEVATION ,H . .a: COWL WEIR WALL 100 YEAR FLOOD ELEVATION SVpF NWL 5 POND 518" SMOOTH BAR 2 O.C. EACH WAY 1/4"X1.5" —� FLAT BAR RING SCREEN 3" SMOOTH BAR O.C. EACH WAY 1/4"X1.5" FLAT BAR RING 1/4"X 4"X 4" CUPS(4) 1/2 SS ANCHOR BOLTS(4) " MIN. ABOVE DOGHOUSE TO PRECAST STRUCTURE. PRE—FC. WEIR WALL WITH ORIFICE. (MIN. 0 AS SPECIFIED) 6" �?UFLET ELEVATION "AN ORIRCE) E LARG 1" TO OUTSIDE OF MH FROM FLAT BAR (TYP.) 1/4"X4"X4" CLIPS 1/2 -SS ANCHOR BOLTS 1/4"X1.5" FLAT BARS PLAN RESTORE ALL DISTURBED AREAS ON SLOPE WITH SILT FENCE, PULVERIZED TOPSOIL AND STRAW FIBER BLANKET AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. POND 100 YR COWL ORIFICE 0 INLET 9 INLET EL. OUTLET 4 OUTLET EL. OUTLET 9 100P 868.1 866.1 10" 15'" 866.00 8" 18'- 866.05 0.19% 200P ).4 870.4 PEROOM WRITNUWS INSPECTORS OF EROSION CONTROL PRACTICES. 1 15" 869.00 1 18" 1*866.13 0.52% AN STATE SEED MM 3}25 T2 ILII 5. ROUGH GRADE NE SIZE DO NOT USE RETENTDN AREA AS 1EMPCRMY SEGMENT BARNS. 6. PERFORM ALL OTHER SITE IMPROVEMENTS I ]. SEED AND MULW ALL AREAS AFTER DISTURBANCE SII 8. CONSTRUCT RETENTION DEVICE UPON STA&UZATgV OF OMMUNBUTNG DRAINAGE AREA STRUCTURE TABLE *TOP OF WEIR @ 870.0 POND SKIMMER STRUCTURE WITH WEIR WALL STANDARD DRAWING C IDOVE^Na 418E PIINEERengi ming 2422 anICIp115e Drive (651)681-1914 M MCom M 55120 H61h., N w Fu: 681-9488 ww.p,oncttcng.wm 0.1 N"nm C�g'mmmH. P.A. DEPTH REWIRED TO DRAIN WyLft MTI M1101CAT 25N MEDIA IN 48 HOURS OR 1£SS. EROSION DO OROl DLANKEi.MARCHBASINNNsMDCRoN _ I CONSTRUCTION YWENMO GRASS PRE -MR TMENT STM I IP 1. INSTALL SILT FENCE ANI OTHER APPROPRIATE EROSION OMPRCL DEVICES TO PREVENT 11 q Ii �, SEDIMENT FROM UOOING ON FNh41NG NE PRI DURING OJNSIRUCTON. 'A{ k I \ 1 2 AIL DOM-GRAgENT PERIMETER SEDIMENT CONTROL BMNOVPS MUBE IN PLACE BEFORE MY UP GRADIENT LPND DISTURBING ACTNTY BEGINS 1 III I3. PEROOM WRITNUWS INSPECTORS OF EROSION CONTROL PRACTICES. 4. INSTALL UTUTES (WATER. SANITARY SEWER. EIFCIMC, PHONE, MEN UPTC. ETC) PRIOR TO SETTING FIN& GRACE W RELENT DEVICE AN STATE SEED MM 3}25 T2 ILII 5. ROUGH GRADE NE SIZE DO NOT USE RETENTDN AREA AS 1EMPCRMY SEGMENT BARNS. 6. PERFORM ALL OTHER SITE IMPROVEMENTS I ]. SEED AND MULW ALL AREAS AFTER DISTURBANCE SII 8. CONSTRUCT RETENTION DEVICE UPON STA&UZATgV OF OMMUNBUTNG DRAINAGE AREA III 9. IMPLEMENT TEMPORARY AND PERMANENT EROSION COMM PRACTCEG. ED MI% III 1 I J I ILII 10. PWIT AND MULCH RETENTION DEVICE KEEP INRLTRATW AREAS CFFUHE UNTIL MAIERIAL MEETNO ) III VEGETATION IS MTARTURED 11. REMOVE TEMPORARY EROSION CORTRW DEVICES AFTER NE CONTS.TNG DRNNAGE AREA OTANiS COMPOST BAHOT CFAOE 2) III1 1 - L 1 11 I V III b_ IS ADEQUATELY VEGETATED. I � GENERAL NOTES SCARIFY SOIIOM IAMEND )BEFORESUNSJJJJ PLAONC ANENOEO 50115 INSI SftBED. UNCCMPACIED IRAN SqL 1. NE ENAT M IS IN10 NE BMP DURING DR IS ERIALINTRODUCED ACTICE PRI FOLLOWING E" GH. NIS MATERIAL SHALL BE REMOVED FROM TIE PRACTICE PRICK TO TEXCAVATION, GN CGIRTINTERIM MARGO DIV ACCOMPLISHED U5NC LOW -COMPACTION 2 GRADING OF EUIPM OENCES SMALL G EWIPMENi TO C OF UNDERLYING SOLS ELL PENT SOCTCN J. ALL SUB BELOW NE 59E 51WE1FNT W DF➢N (ELEVATOR) SHALL BE US MARE SPEC"'. BED. UK TED. UNDISTURBED. O. UNLESS ONERMSE NOTED. 4. A POST CE BASINS SMALL BE IN BY REST dY NE LTH INFILTRATION BASIN &RAINGARDEN BASH M OF 61NCHE5 WITH WATER AND NE TME OF 6IIC AND FIWNG NE BASIN N A MINIMUM MONITORED. NE NOTICED T TO DRAIN BE CREI]( WATERSHED g51RICT MLL BE CROSS SECTION TE O WITORED. RDDONESULTS. NOTICED Pfllgt N NE REST N R1NE55 NE RESIILIS. (TYPICAL SECTOR NOT TO SCARE) Iia' .y B E.O.F. ELEVATION SEE GRADING PLAN `e EDGE OF BENCH a PLACE TENSAR VM AX SC - 25 NRF REINFORCEMENT MAT FROM POND BENCH TO POND BENCH. STABILIZED BASIN EMERGENCY OVERFLOW DETAIL SECTION A -A PLACE EROSION SEE GRADING PLAN STABILIZED RAINGARDEN EMERGENCY OVERFLOW DETAIL SECTION A -A 1.0' TYPICAL BLANKET LOCATION SEE GRADING 22' PLAN TOP OF BERM A SEE GOADING PLAN KEY IN TOP, BOTTOM, & SIDES OF BLANKCT 6:1 SIDE A 6' MIN. SLOPE 10' EMERGENCY OVERFLOW STABILIZED BASIN EMERGENCY--OYERELOADETAIL SECTION B -B 1.0' TYPICAL SEE GRADING 6:1 51 SLOPE PLAN ' IN TOP, BOTTOM, 'TIDES OF BLANKET MIN, BENCH MARK TRH=876.30 (NANO 68) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAH 116 & 7TH AVE. N. LIS Is T METAL OR 2121IYD00 FENCE FOST ` GET)RM'I.E WH No BACKING III I IJJI u BAC1(MLL -'% � GEOTEMILE l0 ONER4P THROUGH TRENCH. i<tEHO" "IK W — fi NOTE : -SILT FENCE S CONFORM TO MNOOT 38B6. TYPE B. -FENCING SHALL BE % CEO KONG CONTOURS OR AS DIRECTED BY ENGINEER. SILT FENCE & 5 & o F ppy Y q 3 8g m a7 �9 6 ':aa..:a_ p3 :j f° :.:"... a 1 nasty gg `� yTy3 R I _�-Ggx- 3 I FQb U N HI @bµ Q R n PISNEERe?zgi11eeii11g 2022 ERmry On, �mmm (550611 1914 McMMe HeigaM, MH 55120 TnNE OR WIRE rOnLES PV{CO ON 1 EDGE. BUFFED n:XT e1 PgHT 1 MUST PONTBE HIGHER 1N/JI OIB TWO STAKES IN UCH BALE .0 EMBEDDED IN GROUND 10' MINIMUM DITCH SECTION ilfb• 2'e2' WOOD STAKE OR REINF. BW BALE SECTION DITCH CHECK (HAY OR STRAW) 603 STORM SEWL INLET 3/4' CRUSHED ROCK ° •O °•,fie i;T' ,.8; •,°: 1/2- HOLES . APARr •• ,•;•;•:• PLAN SUBGIUDE 6" OF 3/4" CRUSHED ROCK DYER STEEL %ATE WITH 1/2° HOLE$ SECTION ROCK FILTER FOR STORM SEWER INLET NO SC ;-ANDWD DRAwINc CITY OF No. DOVE 619 SIOR1g SEMFIi MEN THROAT INLET I I I __—• I BUEs 1 PLAN NOTE: Qi PUCE 2 EA -2'k 2" WOOD SEAKES OR REINFORCING BARS IN FILM BALE. MODEM, N THE GROUND 10" MINIMUM. A' OF I' MASHED ROCK •.�fNER (TYPE 1) FILTER Fa- SECTION BALE CHECK FOR STORM SEWER INLET No uwLE 1x/za/Da .. ._1 cuWlnc C T Y O F vo. DOVE 604 d� AfiE paLzbx 1,1 i 15 a .kkg o 1?$ pwp C 81 SIN a RIPRAP AT RCP OUTLETS 411A .so s�jxoYo .a ROCK CONSTRUCTION ENTRANCE 605 Temporary Sediment Control TSC -1 Cut Back Curb 3'' 4' Minimum Lot EntFIR. F 3"'4"Minimum Sediment Trap Curb BENCH MARK TNN=876.30 (NANO 88) NORTH SEE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF MAH 116 )TH ANE. N. ao-EN IXDQ-UNEFT L ) zA0 •g fa ':aa..:a_ p3 :j f° :.:"... a 1 nasty gg djfa _�-Ggx- d� AfiE paLzbx 1,1 i 15 a .kkg o 1?$ pwp C 81 SIN a RIPRAP AT RCP OUTLETS 411A .so s�jxoYo .a ROCK CONSTRUCTION ENTRANCE 605 Temporary Sediment Control TSC -1 Cut Back Curb 3'' 4' Minimum Lot EntFIR. F 3"'4"Minimum Sediment Trap Curb BENCH MARK TNN=876.30 (NANO 88) NORTH SEE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF MAH 116 )TH ANE. N. ao-EN IXDQ-UNEFT L ) zA0 a. vL (L:1 Nu.) I I I +n MLS' T4M1 ffi uL4v «5 iA ���.ON w%. JSm 9AUMF 'a ALL .. AND KS1giAnM NER, 5'(an. mp1¢E)SKC llW ST. vpe W.p4 CWM ZI DAn «M[MAl CRWNa ((1yA 1wb>.[R) 3.[C ant ns ADarwrz DAL, B' TYPICAL TRAIL SECTION STANDARD DRAWING No. 714D USPS APPROVED SPECIFICATIONS -CONCRETE PAD (SINGLE UNIT) DNI measurements ere In inches) RN WN(ABIE CONC.J 2u„o F-N�xOG BPo]a nxeN 2Da F USE RIAPLATE TO [PRIDE An L,RR7 5' (d W. MIONESS) SUES 2211 Q,5 A6GEGAIE RANT N0E NOBS :A,A,, It. f.as Or— III PAVEE AN SALVAGED, AND REPLACED W DISTURBED. NON -PALED AREAS. R. BWI£VARD SHALL BE ROUGH GRADED TO ALLOW FON INSTALLATION OF THE PRIVATE UTILITIES. TIRE BOULEVARD tlUmxG SHALL ALLOW VOR o solovsGEnN THE ADDITION b' FOUR INCHES OF TOPSOIL AND Gri AFTER THE ALS�DESIRA..11 'Do' IHSTAWM PON OF E PRIVATE UTURES, THE CONTRACTOR SHALL LACK [su 04ILD! SIDLE AI.AA PAD URBAN STREET SECTION Lwrn xnAL ,m[Sm[ Drv[p .1 PICIIIAI 11 Lw55:x. GNAD: I" 111 AISESI SCLIS SWPE SUAIAC[ .25 INtx PEA foot BOLT PATTERN O" ALL SOLS 10.9 OAA'xn][ sD xm ...a. c[m[RS vp:wu. [¢IC�Owatx NOTES: L {or1� -DA, Tx[ ..BFOCK �.. Occups) SOLID 11DUK ;Post C[PC x 5 _ O.CO`xIX SCE OFNw[11-I[YPA«Eo 3. Pedestol sboVU be istalled wilt incioded go, OR ��.1��/'�(, "m`157012 '" A m OLmnD h«awox nORmauaea, to intaI KIT v0:c5: LaMar marud I. mendatgns. l�lev«a "" NONE ""v'Ruva11 CO.YCNEIE 5� AAT A CONPACSS SI"CxG"I CE ]OW 351 P B BAYS, COx1AI" .% u AN wL AIRi. a CS7 154 SL ry A P"C[ WITH ACI )O.. KOAOAG • x ALTS, MIA AT 3. AICIO" DOLTS SIAL. CCNOAu to ASD A193. GRACE BSx. f LT 316 9 AReA9 STEEL. 13 _P_I$_ NEER neeri11g ALA - 2422 EDMN ecronse Ddvew.n651)631-1914 Mendota Height., Fu: 681-9483 w.Pi-ever,co IT 1' Oa)�rFr / III,(.I', IOIXERS) RN WN(ABIE CONC.J E I'L`I,5' (NH. 1NIGI(NESS) SPEC 2I80 S^MEAZAOC NEAR COURSE WRI ANe GVTICN J MIX .5' (sold. MICI(XI.) YEG Pass SPNES2. WEAR CWRSE P➢%t09£d SIIS.A. 5' (d W. MIONESS) SUES 2211 Q,5 A6GEGAIE RANT N0E NOBS BGIB LEGE. WRB h WTTER 1. PR1gt TO ENCAVATCfI UTILITY CONTRACTOR SMALL STRIP ALL TO BE USED AT ALL RAg1 ELSTXG TESSCIL MOM CONSTRUCTION CARR TCPBgL 54ALL BE SALVAGED, AND REPLACED W DISTURBED. NON -PALED AREAS. R. BWI£VARD SHALL BE ROUGH GRADED TO ALLOW FON INSTALLATION OF THE PRIVATE UTILITIES. TIRE BOULEVARD tlUmxG SHALL ALLOW VOR o solovsGEnN THE ADDITION b' FOUR INCHES OF TOPSOIL AND Gri AFTER THE IHSTAWM PON OF E PRIVATE UTURES, THE CONTRACTOR SHALL RESTAGE ME BWLEVAROS, THEN SEED MM AN DOT WIXNRE No. 900, FERTILIZER AND MILLER. TYPICAL URBAN STREET SECTION 5071 OR APPROVED EQUAL PERSPECTIVE SECTION SURMOUNTABLE CONCRETE CURB & GUTTER PRIVATE DRIVE TYPICAL SECTION (NTS) 501 [c 2360 SPAdA2PDC BEAR COURSE C 23DO NINNOI. BEAR CWRSE 2211 Cls AWNEGAIE SASE BENCH MARK THH=876.30 (NAVE 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH ttfi & 7TH AVE. N. Li 2.71 'itaird Cluster Box Unit -TYPe II 'Y � 301/Y • ° • a R81/Y u n o o solovsGEnN ° 53 dl l/Y ns/B AT Iz D �ji-L 1Y�I PEDFSTALBASE BOLT PATTERN FROITRIEW SIDE VIEW .C. NOTES: ow I. This unit S appoved EO USPS and pivamci"PI gOliom. evicee 2 Decwalivo oo,Bw accesse ie, Pod ecbsgcsely an tl are USP`AOpovatl vdd aL61Rt BO%ENE WDDJUC15. 3. Pedestol sboVU be istalled wilt incioded go, OR ��.1��/'�(, "m`157012 '" A m OLmnD h«awox nORmauaea, to intaI KIT LaMar marud I. mendatgns. l�lev«a "" NONE ""v'Ruva11 4. flcronce T 3cvix CBL is OffISPOLT, ILCensetl by USPS: `935 Ca1wab OHD.nvr6nllm,Rs55pa a" Dceme ICO`ECT.05i II wn+.A«ercmwlMms.to-n A 900TV 1$10.17C` AFD r+n/� PERSPECTIVE SECTION SURMOUNTABLE CONCRETE CURB & GUTTER PRIVATE DRIVE TYPICAL SECTION (NTS) 501 [c 2360 SPAdA2PDC BEAR COURSE C 23DO NINNOI. BEAR CWRSE 2211 Cls AWNEGAIE SASE BENCH MARK THH=876.30 (NAVE 88) NORTH SIDE OF CSAH 116 1200 FEET EAST OF INTERSECTION OF CSAH ttfi & 7TH AVE. N. Li 2.71 79' B* 57'-6 I'"' -'61q...__8" MUNICIPAL B.-OUNDARK-.: .... G PIONEERenene6fing 12422 EnmR6veDm< (631)681-1914 5120 F-:69-488 www.pion"mng. m 02.i 41ST AVENUE INSULATION PER CITY DETAIL 203A MUNICIPAL GRAPHIC SCAM IN FEET BENCH MARK TNH=876.30 (NAW 88) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAH 11 & 7TH AVE. N. 4 0 26 50 100 GRAPHIC SCAM IN FEET BENCH MARK TNH=876.30 (NAW 88) NORTH SIDE OF CSAR 116 1200 FEET EAST OF INTERSECTION OF CSAH 11 & 7TH AVE. N. 4 ! CBMH-312-A RIM:873.30 CBMH-329 RIM:871.96 BL0.6.81 BLD.5.94 CBMH SOJ INV OUT:86649 S INV IN 86602 5 RIM 87484 SIMtl l72 BLD: 4.66 RIM:B]2.]6 RESET CASTING ON EXISTING STRUCTURE k RESET CASTING ON EXISTING STRUCTURE INV IN. B]028 S BLD 634- Pl 1�CA5PNG ON _--_+_____________ I. _•_ __.- ... .... .._ I ...-... _... CRMH 311 A -REMOVE £XIBPNG CATCH BASIN "' I CBMH-203 1 RIM875.15 BLD 948_,q;.CBMH 902 ,.,, L'k ... Ik 7- BLD:8.73 y INV IN: 869.45-S RIM 8]300 L - - SUMP:4.00 IINV OUT: 869.45-N NV 3 88 86 - i INV IN:870.4215' RCP CLS , -I IN 949 INV OUT: 869.12-E, - - - I{ Wi=8 8]].8 _ OUTLET -874,0 INV OUT:8]0.]]-N INV OUL$]0.42 15 RICP CLS' - �. HWL BD9 -_ ---' HWL 8] 9 -- 200R 23' 15" RCP CLS O 0.50% I NYh 8758 RG q - 31' - 15' RCP CL5 O .,. 116 -)�5" RCP Clj O 0.8D% 1 CIDIAH- INV IN:BM 87745W L-' INVINR72.50 5 n r INMLT.OU==8]5.4 I ,I I I L _ IHM=8]4.98J NV:8)4.00 -�• IM. BJ5.05 1 1 ICQI`!>L244 ,-. FES-201ETLAN� 1._ INV IN.B]2.50 W INFlLT EL 8]4.9 H F d'Nkt✓iS�dq / �i'' 32 I' INV OUT: 8]3.17-E INV OUT. BJ2.23 E HWL=8]5.8 29' - 15' RCP CLS O 09 BLD: 4.0 J iINFlLT. EL=864.OI 9.00 L J 33 34 INV OUT. .25 -SW -1 ouTLET=e]o.o CBMH 40 41 RI BLD:4,12 47 8]4.62 INV OUT. 871.05-E HWL=870.4 35 36 39 42 V I 70.92-5 45 46 BLD: a.1s II- / 31 I I J 36 37 INV :870..92-W I 2 ( I - INV IN: 8]0.86 SW INIV J \ Q \ - J INV OU-87086-E.J 84'I - 21" RCP CL4 O O.a6% Q ^f r 3 Til I / If - - J - J - J - }I -00.559I I v 1I 19' - 18' RCP CLS O 0.539:' 31' - 21" RCP CL4 ) h\ a 21_ 15" RCP CL5 O -4. j4 \ / L__ ---_--_J "RCP CL500.40R 24fi'-)) ( , _- a 18' RCP CI00.539, r \RIM8�2� I I I \\y� �•' /tI r--__-_ - -`-�- / 4 BLD.sn I°' > --�� »�i�_ _ _ J INV IN86909 W �/ \ -4� p ��I °.a >- - „m-- I INV OUT 669.09 E/ / 1 46' \ 21RCP CL4 00.71%1 INV OUT 8]0.00 S - - 33 12" RCP Cls 01.00% CBMH 105 35' - 12' RCP CL5 01.009 - 'I - 5 1]' 12" RCP CL5 00.50% 1 `OCS-100 34' - 12" RCP CLS O OJOR ria RIM 8]4.62 .:BLD:8.33 123' - 21' RCP CL4 O 0.]19 a 1 r P-Qtl2J9Q BLD 315 f 5Ump 4.00 14 13 12 11 1NV OUPoB] 9 91ST C$ I V I I - 'OCL ®0.]SR 1 INV IN 865INV IN: 870.29 21' RCP CL4 I IIll 23 22 21 SVH 102IINva a 525 24 2� 19RIM 8]5.65 v OCR -700 RC 0 _ BL0:5.69 % RIM:870.50 �L RIMIM: e]6.68L RIM -875. 20 INV IN 869.96 -NW -- LD: 6.41 li \ 11 26 INFlLT. EL=BDA CB -110 --� L_ J LL--� L__ -INV OUT, 869.96-E-� u -INV IN:864.09-NE 3' COUTLET=8725 RIM: 87 1 D: 4.00 J __ BLD:4.00 _ J .�I- INV OUT:865.63-5 x Ci Tir OF HWL 8]JB BLD: 87W.40 INV L_ -J L -INV OUP 87258 N---' INV OULB]1.20-NE NWL-8660 IAN L_-� L__� --INV OUT: 873.ao-RE - __ _ ___ _ / HIKz - _ - DOVER MUNICIPAL NWL BJ] $ I � HWl-8] .RCE I IN F11T FI -RJ25 194' - 15'RCPCLS O OJ59. N - __.24' - 18 RCP CLS O 053% I Lot t1 C.S.A.H. NO. 116 BUNKER LAKE BLVD NW F--1 IIS 111Ht I I TURNING MOVEMENTS ANDOVER AERIAL TRUCK DESIGN C.S.A.H. N0. 116 � BUNKER LAKE BLVD NW II 288' jU TURN LANE ______ ___-_____-_-E%. 12 W OE TIRO LANE - M12'WOE RU EK 12' NIDE TIRU IANE EX. 12' YAdE RU - -- Y tt 1� � 11' NIDE LETT NRN LANE t } �g IX. IT WOE NRU LANE ______ E%. 12' MADE TIRU -___-y_ IX 12' WIDE NRU LANE I IX. 12' NIDE RU — - -- — — — . fl' N10E RIGHT NRN LANE l PIONEEReneI1g 2422 Emeryelu Dm (651)681-1914 McMdn Heiggu. MN 55120 Fu:681-9x88 ww.gmmrnBmm 0naiwsn..��x.. rs )�00* 300' NLL NRN E rn e ,-473''-SCAT DIST CE UNE 1 O II III Ilnn�Fl 3/4 TURN LANE LAYOUT AND SIGHT TRIANGLE EXHIBIT E a LANE ___ LANE i LANE f LANE -------- ___ ____ ---------- i-___-__ LANE - — II � NLL NRN LANE I 180' TAPPER O 15:1 ------WETLAND 1 ------ 0 25 50 100 GRAPHIC SCA IN FEET NH=876.30 (NAND 86) NORM SUE OF CSAR 116 1200 FEET EA OF INTERSECTON OF CSAR 116 h MI AW. N. nr. • aC. �\ ,.Y. �\ ^d .Iw. 8 ''8 .� r ^r M" !* ,' "�` �r•oiil�ri . ar -- i e.: ;ibt S4s=�4F.'�eD. �+'>'aE 5.3�'�"'°��P'�� r: -1-•N= .. „Y/ f�.>b�,tlq.4 $�•��d}ndil $_6.�.o'.d _ ..ieO. r.xaw_��_,� �;wn+i4RAG�:sx)•.a�.,'�°",:� n.. � � �� � ������ ��i•.,� �I ` I6.t.�n.t► � Ali� . �A 1714 �iV I e/YTa_�����ioi) I've ,►il\��.�E� 'Aao_ t E b y, r�G L..i s�'L j€ �y�pyy��; ����► `:.s..���_ n4o, �♦♦♦j ��♦p.. � �. � I i `lir • d i� '_ I � �y,� �>• ��T Ikl♦� �uF t � ENS• Y � � ♦ , � � v vx♦N �. It 0. � �,� 1 w l� Fri+'' � tl ►. n�ll�♦ \�Iria _`�.we•1�:�� �� /%�S�I� �• ♦0�� 1 'I "` \1 ���1116��\.�,I U.�� rx► ail (j.♦ � �� v i .._►� �j ,.g� r�ll�■/I I�i�f1 �(g�r � 'ter � � C`; �. /!1� ��� �Q 1 �� ►`✓t. p N�'/ �� �' lel % ► I �r � III INS 11 �� II Ilw 47 C.4� 1,-.emRwr n¢. SP'no�4 ➢➢�s::�,•. �F �_.� ��''t ' iLUvr*•r •,�`. •.• -- 'awwri 6- " .-, J�q�a p Es�Y- $CffiS 9P va���.. !_ :: 6' �a•ruYlOi70�I'7¢,;iiG'OGpd.f-9Au36'16ER6i�GJ `i?SiG.a'attise m --aec soa 4Q_ ,. �K h. y. .s.;04ss •wRfw +XTi:a/aC. x 9>:bP);Xloaon a¢ a `s>:s '!r„�,ti)Aill��i/�Ieak�l�A�M��A� :t,-„♦,� _� .� — - Y�nr►MbIaT' - KGS �.. . 3�S►�.RM �i►'.?�"4,���� LANDSCAPE NOTES annannoato-Fedow FoAaAaa onae omAx u,� qw>mA�. ma ms mxrx,aw e—A,sA do xwwa mm m—.a aa an— nuaAvttmneAo xrnamannxa, wtraL 'A'a .1 mAmnmm —avw..-- WMM'Iw ANALL as A—mw er—A13*wx— t tw,xr twia. ,F Too To 11 aned, asT-A..4... acunrs wA,t at rs..�a AT �' •""am nE FI An,—.—rm—Aan. an.AnN,a.,a aawm PI$NEERe1 enuring 2422 Envryrtse Drive(651)MI-1914 Mendota Heighta, MN 55120Fax: 681-9488 w—plonnear,mg.room CONIFEROUS TREEPLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL ]A KEY COMMON NAME Scentifc name ROOT QUANf7Y INSTRUCRONS ` ,aria To e^"rs Ava . r wnn..w mmtiAAm NOeTHW000 MAPLE/Acer rubmm 'Northwood' 2.5' BSB F ® KENTUCKY COFFEE TREE/G)mnocladm cloneus 2.5' BSB aa FATI To as COMMON HACKBERRY/Celt6 occidentalis no /�� ` ..nT AFT ITAFT To �—Aaa F- wva nFee. FA AT, �(®yy p(y aa a xa xar_ ?ted1ab e 1.on AT a .tee°° e•m TMa 2.5' BSB ��n a w . Toa FI FLAK na an Tn �� .ann 10-12' BSB �L �`.� ,wao-n m� ALAFF —1 IT a wrvi ,a' 1 l l' 1e °fP .aatlP,� A` - �µ — (aar 4. r AaAwao 6,�a a.waT. as J= \ 6' 889 nw. (IF uw�. Q ORWAY NSPRUCE/Picea ablea Gam,„. 20 FIT "er.°m.al _ II '; aF1 n xa Top a ��aa a- wvw w. wiod[ ut �n>k w..xxa •NO—MOW SPECIAL FESCUE BLEND SEED MIX. + + EQUAL MIX OF HARD FESCUE, SHEEPS FESCUE, + + CHEWING FESCUE, AND RED FESCUE LANDSCAPE REQUIREMENTS MINIMUM OF 2 TREES PER LOT OR ONE TREE PER 50' OF LOT FRONTAGE. WHICHEVER IS GREATER. D Ls�60 GRAPHIC SCALE w FEET TOTAL LOTS = 49 LOTS (49x2=98 TREES) REQUIRED TREES = 98 TREES PROPOSED TREES = 149 TREES TOTAL STREET FRONTAGE= 1,918 L.F. ONE TREE REQUIRED PER 50' FRONTAGE=38 TREES 31 31 PLANT SCHEDULE KEY COMMON NAME Scentifc name ROOT QUANf7Y INSTRUCRONS ovfx5 TRIES ® NOeTHW000 MAPLE/Acer rubmm 'Northwood' 2.5' BSB 10 ® KENTUCKY COFFEE TREE/G)mnocladm cloneus 2.5' BSB 10 ® COMMON HACKBERRY/Celt6 occidentalis 2.5' BSB 9 THORNLESS HONMCCUST/Glodilala tHacanthos vcr. inermis 2.5' BSB 12 �(®yy p(y NORTHERN PIN OAK/Outreua IdUntoldalis 2.5' BSB 9 AMERICAN UNDEN/ITia amercan. 2.5' B8B 9 ® BUR OAK/ Canenos on—acarpa 2.5' BSB 14 QRI`hR BIRCH/Betula nigra 10-12' BSB 14 EvfR(a3Ed 1fEFS 0 BLACK HILLS SPRUCE/Picea gleuca densala 6' BbB 19 WHILE PINE/Pinus strobus 6' 889 23 Q ORWAY NSPRUCE/Picea ablea 6' H>B 20 LANDSCAPE REQUIREMENTS MINIMUM OF 2 TREES PER LOT OR ONE TREE PER 50' OF LOT FRONTAGE. WHICHEVER IS GREATER. D Ls�60 GRAPHIC SCALE w FEET TOTAL LOTS = 49 LOTS (49x2=98 TREES) REQUIRED TREES = 98 TREES PROPOSED TREES = 149 TREES TOTAL STREET FRONTAGE= 1,918 L.F. ONE TREE REQUIRED PER 50' FRONTAGE=38 TREES 31 31 IL 31. I N0. 116 BUN - - _\ e_—... k� k�-k���-t 8 .--__-816-- —i ■ � i400. I 19-�ev]���.xs-_ _._—_�>p- �� � pie --72- —- -_ — —__—_.--___ —� I x�� HWL-8]4.9-__ 1 rw ( �Il.,.a. I F —�• Rfi I dt _-----WETOND 1—�� r-=_ f 34 I I l e lP I r - 1 ji, I ('l'e'i= I 47 JI 41 45 46 (Y -�•• f , - I 3639 40 47 ( 41/ I _ Io J I e ji /1 I ••�'••• •. J .4. IIBE —� - P I 37 38 I - - - J - 3 I( - / ••� Z� u-zT J i A(£,FASk]IEMT -�� _ � � `l6'I l� l/ i/ i`•\ % < eMl '� , , , � � � r I I 17 16 15 .14 13 •,, I . o. u,L I .. M ��P i r L 21 20 19 18 ]e- 12 �1� 8 10fill 9 8 f 27 I 23 22 / I_ 25 24 f / I I (� I IGLTY, 26 I I -_ -- - I I I I (I __� -- - �>< ,. I -t' „ -,^ I ' I II - `--_ __ -- � N •� ' g_C"� s .,�NB ER M HNL-B]].8 J L-eB� _ • _• ,� a_. OVER MUNIGIPA -- MUNIgP{.y. - t . -- 8--- - a _ _ A _ ___ ___ ___ > -> _ __ ___ ____ >__...E,->___g>e' ACP NOKA , yK' _ __ ___ _ _ __ > --- a' YAP Tr N 0 ADDITION TREE PRESERVATION NOTES TREE PROTECTION DETAE. TREE IDENTIFICATION PROVIDED BY., FOF 10 sV'JB KEN ARNDT, SR. FOREST ECOLOGIEST, CWD BCCONSUISUR w SEEGTOOXEMEW AAi-'"acaTw<°flPR�URES MEETNTNROUTES. MIDWEST NATURAL RESOURCES, INC. STORAQ MEA; AND WEE PROTECTW MEAAINES. NO Ell SOULG BE PLACED AGNNST TRE TFUNN. ON I E ROOT CRONN. ON Mmin THE DRP ONE AREA of Mr mEEs THAT Ara TO sA•m.„.,° SEE LANDSCAPE PLAN FOR PROPOSED TREES NO GRAONG. TFENCNNG OR PUCEMENT OF EIXAPMENT Is A OMID IN THE TREE �' PROTEGTGN AREA BONN PEN F R M NTININ THE TKE PR MCn MEA WMW BE O Br HMO qx m,yA n MD UNDER THE S PERNSION OF THE CWSJLTNG ARSMST. � MINING OF OM TREES MUST NOT TME PLACE FROM APOL tU TO JULY IS TO�y,.V[ n w�q `p X 9248 =TREE TO BE SAVED 'EVENE THE SPREAD OF CM WE DISEASE. ' IF rmwuowc OF DAx TIEEs awR MrnME eETNE£N APRIL TO AUGUST. A N n 0 9248 =TREE TO BE REMOVED XON-rO1C WOUND ORESSNG MUST BE APPDEO MMEgATELY, (E%CAVATCNS MUST HME A NON -TONE nsE W 1413 DRESSNC WTH THEM ON DEMOPMENr SITES). Y.RWNS Y1O°` ed q gygg =TREE LOCATED OFF SITE �,ne (rAul _ ""”" ° • SAVE TREE AREAS 0 zD 50 100 PIONEERengineming D NCS IN 00.PLAN-1MR41SE W EF'1Rff.DWG -1 razz gRmPT:. Dri...m.•, � (uU68I'�via I -A ;: uia-aalw..,emc�. FcL;cn Vasa D.,. Dalnal ANDOVER.648-1 LAND LLC Dd nA, TREE PRESERVATION PLAN Tools sTm'FlSIIu10EBLl'DS5303 AOO ANDOVER VILLAGE Tl oP 2 W,xNN. Mdgmc Nm sslzn So:a'imlcy'um,...n "^'P &g°^' R.g.Nu hFl py. R+�Ib±ml p,m ilM RAMSET.NP'NESOTA 55303 ANDOVWL MINNPSOTA 31. life No. OBN Common Name SPIen<NNNeme Not Sur Ina 0 BwOak O.rmselt. 1699 ONSM 1625 Wall) BoxEller v A[re IX 7 Worse 1626 13 BVOak Que.se.ols, 8O10ak Remove 1627 12 BVOak Quews.s.ow Quarmaes opo Remove lug 4 But Qcermsma[ro[afW Remove Remove Ina 8 RMCedar Iinlpwmvk94Ma 1205 Remo. 1630 19 NonhtmPb Oak Que. Ntlleagel B 12 Remove ran 16 0.e Gas justra ova N!-0 so". Elm Remo - Ina 13 MaJors'Asper, pressfus bemuban tusbasms uVerow, Rema. Ina 11 Box Oder Anrn W Remove Rena. 104 16 Normem PFOak Quarmsehroushbab 1711 Miro. ins 12 ChuNwAsseen Footwear aemlWOles 7 Mmo. 106 ISIS Sbotan Um Umu amk Bur Oak Rena. 1632 20 Coamnwaa0 prolvoks, delMdes Quemeetl Dams Remove 1630 15 Cort -wood korkerver aiewhas Reraow Rema. Ins 20 Comb-wootl Po M&IMIXs 1717 Rmm. logo 5 eo mebod Po ewoelMIXs 10 Ek—, 1641 6 Cottmwmd gassulas Movies NWhom Ph Oak Remave, 1642 13,6 Ca maswed Po lm dNedIXs gramess.conceree, Save 1643 9 Conmwaad Hoaxer agmage, Relm. 1644 f0 Cottonwood epose,IXImIIXz I7M Remove 1645 12 Cottonwood gratakettooketatheas 5 Bemove 1646 13 Cottommes! Po IU IXIMdes ShnElm W Remo. 1647 14 Cabommad PoWker &1eNIXs Umm emalmo Rermse 1640 12 Cortomand ftl. Remove Remove 1649 17 Cottonwood PoWluhlyddzs 17B Remove 100 8 Mo. bot sp. 9 Remove 1651 7 Cottonwood Hopsaoseemorease tonr x51 Pone lee 16 Cottonwood pol movok, Oramesserfamoldoor Remove 103 11 Cott -wood gogave. seelnedes Remove Remo. lea 21 C.Umwood ftbul. CelsomAs 17M Remove 105 13 Graan4N .,emsteawmee hwwxffwkk11wg..9B P -r 106 16 Mlow Snlb s fath>n Pat Oak Save 1657 16 Mow bG i tot MO Saw IMO 17 Mhxw kld s Moa. Remove 109 21,14 Cahonwood ft". ealmhous Save 1660 10 e .... wood gobvio MM&s 11 Rerte. 101 15,12 Mrma So Rx so A ..m Elm Save 102 17 WOow bots Umq m's, Save IM3 35,13 Mrs. 9Wr s Mmow A.maw lYA 21 mi.. bdx s 1.7 a. IMS 10 Quakn ian ftpuha XemmWaes 6 Rew w 106 9 QuakisgKcen PoWlu bemubaes Sbehn Elm Remove 107 5 Quakb Aal PoWl.femarod" UmwWMle Re., 1668 10 Quakb Kren rev lu aemdpaes Remove Remove 1669 its 0be040 Aston Pool Oemubaes 1753 Remove 1670 30 Owidn Kpn Papmkaowaubax 9 Remo, 1671 7,5 Quakb Aen gogwasbemdakes Sbebn Elm ftem1. 102 23 Silbodan Elm Umu conk umm otmak, Remove 1673 9.8 Quokin,Asioun Pokat bemubarr %'uuAisdead Rerow 104 24 Wallow WNx so 1759 Remove 1675 14 Green Ash ftuef.-ovemshmal 30 Rema. ins 6 Quokka ASn Jsojewfus OemWan Inmi rdedhe Remove 1677 13 Quakkl K n Po ks bemubaes umu gumik, Remove too 129 Quakn K n geoweiveolukude, Mmsw Remove 1679 9 puak'a K n ft". meemeold. Remove 180 11 Red CeMr A.W.v bb- 15 Remove 181 8 BVOak Qmurmimmm Sbean Elm Remove 182 9 ..Oak r Oustestelessomexx UMM Mb Renov, 183 16 Slbeelan Om Umu wnk Remove Remove fee 15 a.. FIM, Axis reuners, 11. Re.. 185 11.8 Red Cedzr Jusiorr,sylkarse. Remove 106 12A RMGdar Iusesse vkBkbna Remove 187 21 N.NYm Pn Oak GwwiNkpsdddk Re.. 188 20,19 SbMNEIm umupumW Remo. 189 23 Cottemwood PoWM IXmorki ONiRe 180 2S NOmMmPasOak QuemmiN sddYkMMI�.Ib.x. Save 181 9 OVOek QuewsmammVfzkB Remove 182 12 BVOak Ove.,mummWorks Remove 103 14 BVOak O.tmselONske Remove 184 16 Bwoek Qw.exomorpVote Remove 185 16 BVOak O.rusmaewvOffSM Remove 106 22 awake QremmsmarmoONSM Remoe 1697 20 NONampk Oak QuwsN id�'d POO, PMNEER�,eneeHng 2422 Ent,mse Ome ei)01-1914 Mendola Heights, W55120 w Fax:681-Was pa ww.-ameng.00m IN NO. DBN Comm -Name uwd&Name Notes SO= 16% 12 BoackMear,, pusussemtMo Off 1699 20 NMbampFOak Overtelfl oadls WIN, 17M 7 B.Oak plemnmovua Remove 1701 20 8O10ak Qcercusmovo , Remove 1202 9 Bur Oak Quarmaes opo Remove 1703 5 Bm Oak p./e.m0oaewoo Remove 170 18 NMh.100ak O.rtu.hrou as aw ave 1205 6 Bw Oak 0....P. Rema. 17M 12 Stral Flm Umm Mb Remove 1702 12 so". Elm Umm Mb ONSRe 1708 24 Red CeSr tusbasms uVerow, Mlrove 1709 16 Neethem PFOak Quarculeffyosoldoess Remove 1710 6 NMhen PFOak QwmneN aWt Mmaw 1711 6 NMhem PFOlk puemaed oaWs Rema. 1112 7 NxthbnpFOak Ose.111somallseffs Remove 1713 23 Bur Oak oulmeei macromeroor Rema. 1724 21 NWhem PFOalk Quemeetl Dams Mnnw 17M n NMMnPFOek plreate.N camas Reraow 1718 9 Northam PFOalk Werdxell aadlt Mmow 1717 8 Northam PF Oak Q.rt. etllmoadls Remove 1718 10 tattoo PFOek pueraaeNlpsdOdls Mm7. 1729 8 NWhom Ph Oak pgmaetlya0ao3s Remove 17M 9 BoOak gramess.conceree, Remove VIA 6 Bur Oak Qwrcusmo Remove 1722 19 Ne Nm PF Oak Oue/naeN aMt "move I7M 20 Wx Eltler &I'solemd. Remove 1724 5 Bur Oak Quenu rechromoss Remove V. 70 ShnElm W Ubu Mnk Remove 1726 10 4merao,i Elm Umm emalmo a... 1727 Mae Bek Elder ase'eviord. Remove 172. 12 Box Fiser skerseausaft, Mmaw 17B 4 Bestseller Kerre Mo Remrove 17M 9 Box Oder Asxwrcgsmwm Remove 1731 15 Amesewn Elm Umu ane/Im- Remove 1732 6 Northam PF Oak Oramesserfamoldoor Remove 1733 14 NOrthem Ph Oak Quenuedpwao9t Remove 17M 38 Norman PF Oak Qw/Melrieci s Mmrow 17M 16 NaM1hm PF Oak Ouenmetl Dodos Remove 1736 It North" PM Oak Qwma eB' Oadls Rol 1737 28 fath>n Pat Oak Obarcubellbookfars Mmaw 1738 as So. Eater tot MO Remove 1739 8 Green Al Flm'Nu nm bel Moa. 1740 12 Bok Hear Ako,rcWrade Remove 1.1 7 Box She, Acareseces. Remove 1742 11 stuther, M. sp. Re.. 1743 IS A ..m Elm u1smonMmm Ful 17" 11 SbWnElm Umq m's, gems, 1745 14 amerecan Elm Umu anEd.. Mmow 170 31 fea Elder re Mo Remove 1.7 13 Sbear Umut sweek, Mmaw 1748 6 Anerkan Elm UmuanMmo Reasw 1749 . Sbehn Elm UmuWmlb Remove I7M 5 Station Elm UmwWMle Mmm. 1751 8 Sbcan Elm Umm Mb Remove Ina 9 Sbmhn Om umu Mb Mmow 1753 8 Box Elder seersegymcho Remove 17M 9 Box their Abareepsco, Re.. 1755 16 Sbebn Elm Umu mob Remove 1756 9 Sbehn Elm umm otmak, Mmaw 1757 12 Saean Elm Um" "No Remove 1758 MAU Sbehn Elm umu Mb Remove 1759 7 Station Elm Umm ximak, Mme. 178 30 Sb.nElm Ulmer pumake Remove MI le Sbehn Elm uhmuseemak, Remove 1762 4 Sbehn Elm umu gumik, Remove 2763 14 Sbcan Elm Umm ml r Mmsw 170 6 Steens. uknuWrwho Remove 1766 it Sbehn Elm umu WMb Mmow 17H 15 Sbehn Elm Umu Mk A."" 1767 2 Sbean Elm umu Mlo Mmaw 178 6 Sbaam Elm UMM Mb Bereave 1769 9 Shchn Elm um" mob Remove 17M 2S Sberhn Elm Umu MIO Remove 11. 4 Sbehn Elm ussewouxalks Mmow Te No. DBR Common Wme Rkntlh Wme Notes SbNt Ina 4 SAximm Elm UliwJ Mb IPA7 Remora 1773 2 SibeRan EW ulmis Mb 6 Remove 1774 15 asterisk, Acwher,urad. heavatbase Poor ins leas But Ebn Amin Mo Vmut u is, Remm2 Ins 18,18 BoxEder Atownstowl den alo oretvlk Poor IM 9 SbeRan Flm Ulmos powls, 1653 Remove 1728 5 Seeds. But UlmasWrdb 7 Remove Ins 5 LbWnfm VlmusWMb il Remove 12BD 15 SbManEm Vmo3WMb UmmpunW flemo. Ina 8 American Elm Ulmms tmMmW Saw Remove Ina 7 Sousam Em UlrtusW/db 1659 Remove 1783 14 Sberil UlmssWMb 10 A.. 1784 IS Slaral n ulaw'Seversor SbfunElm Remove ins 11 Saotan Ebn VIau3 mile Umu uMb Remove ins 12 W.Eker 4.in No ONshe Remo. in, 6 SLnYn Flm uslowspumsiv, 1665 Remove Ina 8 SAW. Em Ulmas Mb 9 Remo. ins 12 erosional alesu'pumake Sigerul Remo. 1790 20 SbWnEm Ulmus Mb Umu u/db A—. 1791 5 Mettler.. Jujams nom, Rens. Remo. 1792 26 met. Fin ulmospowers 1821 Remove Ins 17 SlpeunFm Ulmlt Mb 13RS�MnE� Remove Ina IAB4 Red CNvrvnm 5tm Em Remo . IAS 1319 Slbwen Em VlmusMk ukrus unM Romero IA6 15 Sberhna. Ukms Mhe Sava Remove in? MJ7 SbebnFm ulowspushas 1877 Remo. 1798 19 Sbarb Fm Uu os Mln 'si poor ins 13 Slbedarem Ulmus Mb Remoss, Iwo 0 SkttYn Um Ulawspureasks Umu conk Remove last 18]7 Sibert. Fm Ukewspursars, R.. Remove 1412 23 SkManEm umess Mlo 183 Sne IM3 13 Servos. Em Ulestopmeek, 17nEm Remove 1934 12 SibMan Fm UImuWMk Siberians. R.. less 19 SLManum UlmusWrdb Ulmm ams, Re x. Iwo 10 SWPNnum UlnutWMb Save Remme 187 5 Sibedan ft UXIesWMlO 189 Remo. Iwo 5 Sibkhmims UlnusWMb 15 Remove I89 16 SbeMn Elm UlmuWMk Save 1810 2214,10 SibeMn Um ulmossums, Remove Ina 9 STwi Elm Ulaoi Mla Sat. 1812 5 SbeMn Um UImN "ho SNB 1813 4 Sbea lm u1muspumah, Remove 1814 6 SbeMnElm Ulmarressmak, Vote 1815 5 SbeMn Elm Ulass'pussis a.. 1816 336 Sabots. 0. Ulmmms Mb Remove 1817 S Sibotan Elm Ulmos Mlo Reno. Isla 12A.SA sib". um Ulewspureaks Remo. 1819 5 Sibeill UImUs MIe Sm ins 9 SbattnE. u1swe Mk Rom.. 1821 5 unr Flm Ulm" Mk Remo. Ina 13 Sibeie. Um Ithou'purrall. Remove 1823 6 uxurtm Em Ulmms Mle Save Ina 14 SNaehnum Ujowspossom Remove larn 5 Sbelanum Ulmss Mb Rem. Ins 6 Russian Elm theou'pewho Reno. 1827 5 Sbwkn Flm Uleaui male Remove I&8 9 Siberian Um Ujusesputersis Save Ins 11 94edan Flm Ubsuspurrala ONSM 1830 5 SbestniW UlmisWMb Save 1831 12 Member Elm aleu3Wm'lu Remove 182 12 SLotan Om UmusWMs, Save 383 4 Skeen Elm VlausWrnb Remove IBM 9 Rawl Ulaos{Vmim Remove 185 4 SibManFm UlmmsWMb Remove 186 9 SiOerion Elm ulowsoomilks Remo. 187M69salmEt. SbMan Elm Ulmmi Mb Remove 188Sbeian EM halls Ms, Remo. InsSTMan Flm u1sou Mb Remove twoSbetn Elm Ulaut Mk Remove 1841SSedanFm Ulmus Mb Remove 1342SiberanE. telows Mb Remove 10.43 Ulmus m's, Remove 1864Sather, Elm ulna Mb Remoe INSSabel Elm Ulms m's, 5a. i No. MHF�&�Cw —Wme Seknllh Name Notes Sur., likes 13,11.10m Elm Umw unM Remove IPA7 13,7 nElm Umu vols, Save 1096 6 nElm Umus O'rl3a R.. 1849 10 e hNsofaeeo6 Remove 1650 1211nEm Vmut u is, Rema. 1851 19 nE. Um"pcodb Rema. 1852 4 ns" UmuP—W Remove 1653 19 ukmss W ft.. Mi 7 mE. UmupuMb ONshe 1.5 8 il Uke.,vank Save 1856 10 nEm UmmpunW ONsfte am, MA Cm Umm Saw 1658 20 Silorma m umu anW Save 1659 li9A SLMan Ew Umus uMb Remo. 1850 10 VismanEm u4rM u7b Sm IMI 10 SbfunElm Umia uMb Remo. SM3 15A ShhnEm Umu uMb "she 1853 l0 exto Em Uwas uNb ONshe son 18 SNehnEm Ubnu mmdo Save 1665 17 ShNnEW Umot unW Remove 1666 9 nofte Em Umus srndo Romolo lee 4 Sigerul Umu wnW Rwnme 1968 10 astral Umu u/db R. Men 11,10 9lxmFanlm Umu Rens. 1870 f0 SbelarmM Umu conk Remove 1821 12 9hmbnEm cormassel Sive IBR 13RS�MnE� m E. Umu gob Remove 1873 5tm Em Umu unk Save 1874 30nEm ukrus unM R.. 1875 9nEm Umu wnW Sava 1876 5ianEm umupunW Rem. 1877 Immunt umupunk RaabeIV$ 15tm V. Umupuome R q.1879 7bnE. Ulnepamb Remove too 6l Umu conk Rive. 1891 6nEm ubne u oo R.. 182 11anEm Umu unk R.. 183 9tnEm Ua.awaft Off'". 186¢ 17nEm uirshessugroar Ramo. less 14.13 Siberians. Ill.. Ina 4 SMbi Ulmm ams, Ramo. 187 9 SibeMnEm U.0 unb Save 1886 1210 Sloadin Ebm Umu conk Save 189 12 SbaKng. uLnu unW Wrote 180 15 SMNnFm Uratuapoemob dame ab u -k ONite 3s � Mi! , Mi7 J I L 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: May 4, 2021 The 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.