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HomeMy WebLinkAboutCC - April 2, 2024FA LNDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, April 2, 2024 Call to Order — 7:00 p.m. Pledge of Allegiance Resident Forum Agenda Approval 1. Approval of Minutes (3/19/24 Regular) Consent Items 2. Approve Payment of Claims — Finance 3. Award City Contract for Ash Injections/24-25/EAB Management Program — Engineering 4. Approve Easement with CenterPoint Energy/24-19/7`h Ave. NW Frontage Road Trail Connection — Engineering 5. Approve Plans & Specs/Order Ad for Bids/23-12/Crosstown Blvd. NW Trail —Engineering 6. Award Bid/24\-3, 2024 Crack Sealing//24-5, 2024 Pavement Markings/ 24-7, 2024 Trail Maintenance/24-10, 2024 Parking Lot Maintenance — Engineering 7. Award Bid//24-16, 2024 Mill & Overlay/Bunker Lake Boulevard Service Road NW/Grouse St. NW & 24-17, 2024 Mill & Overlay/Bunker Lake Boulevard Service Road NW/Rose St. NW to Heather St. NW — Engineering 8. Award Bid/24-8, 2024 Curb, Sidewalk & Ped Ramp Repairs/24-11, 2024 Full Depth Reclamation/ 24-14, Hills of Bunker Lake West Park Parking Lot Reconstruction & 24-15, 2024 Mill & Overlay/Bunker Lake Village —Engineering 9. Authorize Fire Services Evaluation RFP —Administration 10. Accept Contribution/Andover Lions Club Inc./Andover Community Center - Community Center 11. Accept Contribution/Andover Youth Hockey Assoc. — Community Center Discussion Items 12. Consider Planned Unit Development —Andover Senior Campus — PID# 23-32-24-32-0006 and 23-32-24-33-0002 (Applicant — JA Wedum Foundation) — Planning 13. Consider Preliminary Plat —Andover Senior Campus — PID# 23-32-24-0006 and 23-32-24-0002 (Applicant — JA Wedum Foundation) - Planning Staff Items 14. Administrator's Report — Administration Mayor/Council Input Adjournment • k ..^,;�9k - NDOVE 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, City Clerk SUBJECT: Approval of Minutes DATE: April 2, 2024 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration, and submitted for City Council approval: March 19, 2024 Regular DISCUSSION The minutes are attached for your review. ACTION REQUIRED The City Council is requested to approve the above minutes. Respectfully submitted, Michelle Hartner City Clerk Attach: Minutes 1 2 3 4 5 6 REGULAR ANDOVER CITY COUNCIL MEETING —MARCH l9, 2024 7 MINUTES 8 9 10 The Regular Bi-Monthly Meeting of the Andover City Council was called to order by Mayor 11 Bukkila, March 19, 2024, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, 12 Andover, Minnesota. 13 14 Councilmembers present: Jamie Barthel, Ted Butler, Rick Engelhardt, and Randy Nelson 15 16 Councilmember absent: None 17 18 Also present: City Administrator, Jim Dickinson 19 Community Development Director, Joe Janish 20 City Attorney, Scott Baumgartner 21 Fire Chief, Dennis Jones 22 Others 23 24 PLEDGE OFALLEGIANCE 25 26 FIRE DEPARTMENT BADGE PINNING 27 28 Fire Chief Jones introduced and gave brief backgrounds on David Gibson, Jacob Knivsland, and 29 John Lucking. 30 31 Mayor Bukkila gave the Oath of Office to the three new firefighters. 32 33 The new firefighters were pinned by one of their family members. 34 35 RESIDENT FORUM 36 37 No one came forward to address the Council. 38 39 AGENDA APPROVAL 40 41 Mayor Bukkila noted the supplemental information received: 42 Item #10 — Hearing/Consider Classifying a Nuisance Dog/2258 137^ Lane NW 43 44 Motion by Butler, Seconded by Barthel, to approve the Agenda as amended. Motion carried 45 unanimously. 46 0 Regular Andover City Council Meeting Minutes—March 19, 2024 Page 2 APPROVAL OF MINUTES February 29, 2024, Workshop Meeting: Correct as written. March 4, 2024, Regular Meeting: Correct as written. 7 Motion by Nelson, Seconded by Engelhardt, to approve the February 29, 2024 Workshop meeting 8 minutes and the March 4, 2024, Regular meeting minutes as presented. Motion carried 9 unanimously. 10 11 CONSENT ITEMS 12 13 Item 2 Approve Payment of Claims 14 Item 3 Award Bid/24-2, 2024 Street Reconstruction & 24-19, 7U Avenue NW Frontage Road Trail 15 (See Resolution R035-24) 16 Item 4 Award Bid & Approve 2024 Code Enforcement Abatement/Mowing Contract 17 Item 5 Approve Park Dedication Study Amendment (See Resolution R036-24) 18 Item 6 Approve Application for Exempt Permit 19 Item 7 Approve Cannabinoid License/13650 Hanson Boulevard NW, Suite 104 20 Item 8 Receive February 2024 City Investment Reports 21 22 Motion by Nelson, Seconded by Barthel, to approve of the Consent Agenda as read. Motion 23 carried unanimously. 24 25 ANOKA COUNTYSHERIFF'S OFFICE MONTHLYREPORT 26 27 Commander Paul Lenzmeier provided a monthly report including 887 calls for service, two 28 reported burglaries, and 17 reported thefts. He shared they made three felony arrests, five gross 29 misdemeanor arrests, and 24 misdemeanor arrests for the month. He added there were three DWI's 30 for the month. He shared it was a very busy month with conducting active shooter training. He 31 shared the exciting news that the SROs are back in the schools. He explained the County offered 32 a program to the department for tactical wellness testing which has yielded positive results so far. 33 He shared in February they received a call that a 14 -year-old girl in the community was having an 34 inappropriate relationship with a 24 -year-old out of the state of Virginia. He stated when the girl's 35 parents found out about this, the male was already on a plane coming to Minnesota to meet the 36 girl. He explained the criminal investigation division is looking into this. He noted this is a difficult 37 conversation that parents need to have with their children. He said parents need to be extra vigilant 38 in their knowledge of what is going on with their children. 39 40 Councilmember Nelson asked if the cardiopulmonary test that was conducted as part of the tactical 41 wellness test was done on a treadmill or bicycle and if they were monitored on an EKG. 42 Commander Lenzmeier said it was done on a stationary bicycle and that they were monitored by 43 an EKG. 44 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 —March 19, 2024 Page 3 Councilmember Nelson shared he had a parent of a high school student and a middle school student who reached out to him about having the SROs back in the schools. He said this is wonderful news and hopes that the State legislators learn that they should communicate with law enforcement before they implement different things. Flow., 17/�7elL/C�h�6Y/t7�I1tNl11MVISWAITIeLAV.001.L The City Council was requested to receive a presentation, gather testimony and to consider adopting the resolution declaring a German Shepherd named Myha owned by Victor and Valentina Magu, 2258 137th Lane NW a nuisance dog and to determine appropriate disposition. City Administrator Dickinson reviewed the information with the Council concerning the nuisance dog consideration. Councilmember Nelson asked if this dog is a service animal. Mr. Dickinson said the letter submitted to the City states the owner is eligible for a service animal. City Attorney Baumgartner explained the letter references the belief that the pet owner would benefit from an emotional support animal, which is different from a service animal. He noted the Registered Service Animal Certification that was submitted to the City, which came from a website that sends pet owners this certificate by declaring they have a service animal. He said this website requires no verification of the animal as being a service animal. Motion by Butler, Seconded by Barthel, to open the public hearing at 7:29 p.m. Motion carried unanimously. Tom Lamon, 13766 Swallow Street NW, came forward and shared they have lived in the area for a few years and their neighborhood is very nice. He stated issues with this dog started about a year and a half ago with the dog barking quite a bit. He said he and his wife work from home quite a bit which made them notice that the dogs barked constantly throughout the day but would stop barking later in the day when the owner got home. He shared about a year and a half ago he put a note in the owner's mailbox asking them if they could do something about the dog; however, nothing changed so he had to call the Sheriffs Office every time the dog would bark for hours on end. He noted this got to the point where the Sheriff's Office was coming out every other day to respond to a complaint. He said he wants to get along with his neighbors, so he is reluctant to press this matter; however, it is a serious issue. He added the noise has improved over the last few weeks. He shared the dog also runs around, without a leash on, in the front yard. He noted he believes the nuisance classification is justified in this case, but he does not want to see the dog destroyed. He reiterated things have improved since the last time the Sheriff s Office was out at the property. He stated he would like to know if the owners have done anything to reduce the impact of the dogs barking recently. Mayor Bukkila shared there is a language barrier for the dog owner and they may need to continue this matter with an interpreter. Regular Andover City Council Meeting Minutes — March 19, 2024 Page 4 1 Victor Magu's daughter came forward to act as a translator for Mr. Magu. She shared they have 2 been trying several different collars on the dog to tame the barking and they think they found one 3 that will work well. 4 5 Mr. Dickinson shared the dog owners would like to avoid the destruction of the dog and they do 6 believe that they can effectively put the shock collar in place to keep the dog quiet. 7 8 Mayor Bukkila said the ultimate goal for this situation is to see that the dog owners are 9 acknowledging the behavior of the dog. She stated it is never her goal to destroy an animal; 10 however, she wants to make sure they have responsible pet owners. 11 12 Mr. Baumgartner shared they need to make sure that Mr. Magu is consenting to his daughter being 13 his interpreter and not just speaking on his behalf. 14 15 Mr. Magu came forward and joined his daughter. 16 17 Ms. Magu's daughter shared when they received the first complaints about the dog, they purchased 18 the bark collar and it worked for about a month then it stopped working. She said something 19 triggered the dog and the barking came back. She added when they received another complaint, 20 they ordered another collar and by the time the collar was delivered they received another 21 complaint. She said after having complaint after complaint, they have purchased another collar 22 that they hope will continue to work. She added the dog also stays indoors a lot of the time in the 23 garage. She said their dog is like a human and it is their form of communication in one way. She 24 said in the country that they used to live in, they had a large farm where the dog had a lot of space, 25 and it is very different here. 26 27 Mayor Bukkila said it is not customary to let animals be able to pass freely from indoors to 28 outdoors with an owner not present. She asked if the dog is free to go in and out during the day 29 when no one is home. Mr. Magu's daughter shared the yard is fenced so the dog cannot get off of 30 their property. She shared that German Shepherds are very reactive dogs to noise which makes 31 him bark at all of things. She said they will be doing the best that they can to make sure the barking 32 stays under control. She noted if anyone comes on the property that the dog is not familiar with, 33 usually the dog will bark as a matter of protection. 34 35 Councilmember Butler shared it seems like a lot of the problems occur during the day when no 36 one is home and stems from the dog having free access to go outside during the day. He asked if 37 it is possible to keep the dog inside when no one is home. Mr. Magu's daughter said this is what 38 they have been doing for a while now and the dog stays inside the garage or in the house during 39 the day. 40 41 Councilmember Butler shared he also has a large dog that barks frequently; however, the dog stays 42 inside most times. He said people understand that dogs will bark from time to time, but when it 43 goes on for hours it becomes disruptive. Mr. Magu's daughter shared they understand this, and 44 they are doing their best to get it under control. Regular Andover City Council Meeting Minutes — March 19, 2024 Page S Mayor Bukkila asked how many tickets have been issued up to this point. Mr. Dickinson said four citations have been issued. Mayor Bukkila asked if these citations have all been completed through the process and paid for. Mr. Baumgartner shared the two citations from November 2022 were paid and the two citations from March 2024 have not yet been paid. Mr. Magu's daughter shared they were waiting until today's hearing to address the most recent tickets. 9 Mr. Baumgartner explained these two citations are considered petty misdemeanors under Code, 10 which means they are payable offenses. He added the most recent fines need to be paid within 30 11 days of the issue date. 12 13 Councilmember Nelson said it sounds like the bark collar works. He noted Mr. Lamon stated that 14 the last three weeks have been pretty quiet. He asked if the collar seems to be effective when the 15 dog wears it. Mr. Magu's daughter said yes. She noted they have been using different collars for a 16 while and occasionally they will stop working. She said the collar that they have now seems to be 17 working better than any of the others they have used. 18 19 Councilmember Engelhardt asked if they have done any obedience training for the dog. Mr. 20 Magu's daughter said they did not take the dog to any training classes. She said they had four dogs 21 in their home country, and he trained them the way he knows how. 22 23 Councilmember Engelhardt asked if the dog is crate trained. Mr. Magu's daughter said no and that 24 the dog is free to roam in the house. 25 26 Councilmember Butler asked Mr. Lamon if he has noticed over the last few weeks that the dog is 27 not outside during the day as much. Mr. Lamon said he has just noticed a significant decrease in 28 the barking noise; however, he does not go across the street to see if the dog is out in the yard or 29 not. 30 31 Councilmember Butler asked if the dog were to be kept inside during the day if Mr. Lamon would 32 not be disturbed. Mr. Lamon said the dog does not bark at night and is fine when the owners return 33 home. He noted the dog gets very anxious during the day which causes the barking. He said he 34 does not want the Council to lose the momentum of what it took him to come in front of the 35 Council, which is multiple phone calls to the Sheriff's Office. He noted there has been an 36 improvement over the last three weeks; however, he has been living with this for two years. He 37 added he was asked by a Sheriff s Deputy to film the barking on a few occasions, which he did do. 38 He said he does not want to take Mr. Magu's dog away, he just wants them to take this enforcement 39 action in place until there has been three or four months of the quieted down behavior. He shared 40 his appreciation for the Council and Mr. Dickinson for their work and hearing this case. 41 42 Motion by Nelson, Seconded by Butler, to close the public hearing at 7:59 p.m. Motion carried 43 unanimously. 44 Regular Andover City Council Meeting Minutes—March 19, 2024 Page 6 1 Mr. Baumgartner agreed with Mr. Lamon that it took a lot to get to this point. He said this has 2 taken two years and four citations to get to this point and they are now at a level where the Council 3 has in front of them the opportunity to correct behavior and he would suggest that they not lose 4 this momentum. He suggested the Council declare the dog a nuisance and withhold determination 5 of any abatement process and stay this determination on certain conditions. He added if the barking 6 continues after this, and it comes back before the Council again then they would have to take a 7 different determination. He said he would hate to have the Council start this whole process again. 8 He noted this can be done is general terms that the decision can be stayed on the condition that 9 there are no further nuisance calls related to the barking. 10 11 Councilmember Butler asked if setting these conditions are abatements or if these conditions are 12 different than an abatement. Mr. Baumgartner explained by leaving these conditions open it gives 13 them the option to go to the other options of removal or destruction of the dog if the nuisance 14 continues. He explained this is similar to a probationary period as seen in the criminal system. He 15 said they can give the owner certain conditions, and if they do not abide by these conditions then 16 the penalty is attached. 17 18 Councilmember Butler asked if this would also allow the dog owner some control on how they 19 correct and control the dog's behavior. Mr. Baumgartner said yes. He noted the main issue in this 20 case is the barking, and however the barking is eliminated is what needs to be done, whether that 21 be keeping the dog inside or having a bark collar on the dog. He said this would leave the discretion 22 up to the dog owner with the understanding that if the barking continues then there will be a 23 penalty. He noted there is an incentive for the dog owner to alleviate the barking. 24 25 Councilmember Barthel said he likes Mr. Baumgartner's suggestion as it seems appropriate for 26 this matter. Councilmember Engelhardt agreed. 27 28 Councilmember Nelson shared he believes this is a great idea to have the dog classified as a 29 nuisance but give them a probationary period to stay in compliance. 30 31 Mr. Baumgartner shared this alternative gives the dog owner both a benefit and an incentive. 32 33 Councilmember Butler asked if they pass the resolution that finds the dog a nuisance and then 34 attach the conditions if they should set a defined period of time for this or if it can be indefinite. 35 Mr. Baumgartner said they can set a definition period of time; however, he does not know what 36 amount of time they could set it at. He added it depends on what happens. He said if the dog barks 37 once when a delivery truck goes by the house and someone in the area happens to call and 38 complain, they would have to use some discretion with this. 39 40 Councilmember Butler asked if they define a period of time, what happens after the time is up. 41 Mr. Baumgartner explained this would likely start the process over and after the set period of time, 42 anything beyond this would start the process over with this hindsight in mind. 43 44 Mayor Bukkila suggested a one-year probationary window. The Council agreed. Regular Andover City Council Meeting Minutes —March 19, 2024 Page 7 Councilmember Barthel asked if they are required to set a time limit for this. Mr. Baumgartner said no. He stated he would not recommend going beyond a year as that is what is typically associated with a misdemeanor offense. He shared he is hoping that any corrective measures would happen within the first year and this issue will not continue. 6 Mayor Bukkila said she is looking for a reasonable mediation to allow the dog owners the 7 opportunity to train the dog. She noted the neighbors who complained about the dog want to see 8 the dog owners to be responsive to this issue. She shared she needs to see a commitment on behalf 9 of the dog owner recognizing that this is a problem for them that they have to correct. 10 11 Mr. Dickinson shared he has discussed this with the dog owner and his daughter, and they are fine 12 with this. 13 14 Mr. Lamon thanked the Council for spending so much time on this. He said he would be acceptable 15 to Mr. Baumgartner's suggestion, and he likes that the discussion went in this direction. He added 16 he wants Mr. Maga to be able to have his dog. 17 18 Motion by Butler, Seconded by Nelson, to adopt Resolution No. R037-24, declaring the dog 19 owned by Victor and Valentina Magu at 2258 137th Lane NW a nuisance dog under City Code 20 with a stay of abatement decision for one year from today's date. 21 22 Further discussion: 23 24 Councilmember Nelson asked if they have to state what would happen if there is a violation during 25 this one year period. Mr. Baumgartner said this is implied that it would come back to the Council 26 for determination. He said if there are other calls for the dog, they will go to Mr. Dickinson for 27 screening to determine whether or not it needs to come back to the Council. 28 29 Councilmember Engelhardt thanked everyone involved in this case for working together to try to 30 solve this. 31 32 Motion carried unanimously. 33 34 Mr. Dickinson said they will be sending the dog owner documentation with the final conclusion 35 of this decision. 36 37 Mayor Bukkila thanked the dog owner and the neighbor for coming and speaking on this matter. 38 39 ADMINISTRATOR IS REPORT 40 41 City Staff updated the Council on the administration and city department activities, legislative 42 updates, updates on development/CIP projects, and meeting reminders/community events. 43 44 (Administrative Staff Report) Mr. Dickinson reviewed the Administrative Staff report. He shared Regular Andover City Council Meeting Minutes—March 19, 2024 Page 8 1 there are 24 new homes in the City so far this year. He noted that Legacy Christian Academy has 2 a partial CO and they are already utilizing the expansion of their building. He added the Anoka 3 911 Center is moving along, and they are working on the interior finishes. He stated there are also 4 many churches in the City that are in the remodeling process. He added the fanner's market at 5 Grace Lutheran Church will be relocated, and they have not determined a final location. He shared 6 the property across from City Hall will have PUD and plat hearings going before the Planning and 7 Zoning Commission next week. 9 (Public Works/Engineering Department Report) On behalf of Mr. Berkowitz, Mr. Dickinson 10 reviewed the Public Works and Engineering Department report. He shared they are getting started 11 on the construction for the Red Oaks Neighborhood on April 15`h. He stated they will be sending 12 out communication to outline the next steps of this project for all of those in the neighborhood. He 13 noted there have been conversations with the MPCA and one of their top priorities is to seek 14 funding for the monitoring area. He shared the legislature is introducing a number of bills in an 15 effort to provide affordable housing; however, he does not believe these bills will accomplish this 16 task but will make development very difficult. He added the City often pushes for local control 17 and this will not support that. He shared he will be meeting with many legislators tomorrow on 18 this matter. He encourages residents to reach out to legislators as well if they have opinions on 19 things being discussed. 20 21 Mayor Bukkila asked if there is anything that the Council can do to affirm what Mr. Dickinson is 22 saying so that the legislators know that it is coming from the Council. Mr. Dickinson stated the 23 League of Minnesota Cities has some available model resolutions that they are working on. He 24 suggested if the Council feels strongly about this that they would direct the Mayor to sign one of 25 these resolutions on behalf of the City. 26 27 Councilmember Engelhardt said he knows the affordable housing issue was a major topic when 28 he was campaigning for Council. 29 30 Councilmember Nelson shared he received his Andover property tax statement today. He asked if 31 there are any residents who believe their statement is incorrect or the wrong classification if they 32 should contact the local board equalization. Mr. Dickinson said they should first contact Anoka 33 County as they may be able to achieve this with the County Assessor and other outstanding 34 questions will go to the Board of Review. 35 36 MAYOR/COUNCIL INPUT 37 38 Councilmember Engelhardt thanked Commander Lenzmeier and the staff at the Sheriffs Office 39 for hanging in there during the SRO situation. He thanked City Staff for their work to make the 40 home show successful. 41 42 ADJOURNMENT 43 44 Motion by Barthel, Seconded by Nelson, to adjourn. Motion carried unanimously. The meeting Regular Andover City Council Meeting Minutes —March 19, 2024 Page 9 adjourned at 8:34 p.m. 2 Respectfully submitted, 0 Ava Major, Recording Secretary rl REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —MARCH l9, 2024 TABLE OF CONTENTS PLEDGEOF ALLEGIANCE..................................................................................................... 1 FIRE DEPARTMENT BADGE PINNING................................................................................ 1 RESIDENTFORUM.................................................................................................................. 1 AGENDAAPPROVAL.............................................................................................................. 1 APPROVALOF MINUTES....................................................................................................... 2 CONSENTITEMS..................................................................................................................... 2 Item 2 Approve Payment of Claims..................................................................................... 2 Item 3 Award Bid/24-2, 2024 Street Reconstruction & 24-19, 71h Avenue NW Frontage RoadTrail(R035-24)................................................................................................................. 2 Item 4 Award Bid & Approve 2024 Code Enforcement Abatement/Mowing Contract...... 2 Item 5 Approve Park Dedication Study Amendment(R036-24)......................................... 2 Item 6 Approve Application for Exempt Permit.................................................................. 2 Item 7 Approve Cannabinoid License/13650 Hanson Boulevard NW, Suite 104 ............... 2 Item 8 Receive February 2024 City Investment Reports ..................................................... 2 ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT ............................................ 2 HEARING/CONSIDER CLASSIFYING A NUISANCE DOG/2258 137TH LANE NW (R037-24) ............................................................................................................................ 3 ADMINISTRATOR'S REPORT................................................................................................ 7 MAYOR/COUNCIL INPUT...................................................................................................... 8 ADJOURNMENT....................................................................................................................... 8 A'obw^ (40 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City Administrator FROM: Lee Brezinka, Finance Manager SUBJECT: Payment of Claims DATE: April 2, 2024 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. Claims totaling $282,411.02 on disbursement edit list #1-2 from 03/22/2024 to 03/29/2024 have been issued and released. Claims totaling $186,130.37 on disbursement edit list #3 dated 04/02/2024 will be issued and released upon approval. BUDGET IMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REQUESTED The Andover City Council is requested to approve total claims in the amount of $468,541.39. Please note that Council Meeting minutes will be used as documented approval. Reye_lefspectilly submitted, Lee Brezinka Attachments: Check Proof Lists Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 03/22/2024- 1:43PM Batch: 00421.03.2024 Invoice No Description Vendor: 3M 3M 9427724523 3M ElectroCut Film 1178C, Black Check Total: Vendor: ABCSign ABC Sign & Graphic, Inc. 24852 Single Sided Signs Amount Payment Date Acct Number ?CNf)bWR*4 Reference Check Sequence: I ACH Enabled: False 657.00 03/22/2024 0101-43300-61030 657.00 Check Sequence: 2 ACH Enabled: False 240.00 03/22/2024 2130-44400-61020 240.00 Check Total: Vendor: AbleHose Able Hose And Rubber 233558-001 Misc. Supplies Check Total: Vendor: Allinal Allina Health System C100047909 2023 2nd Qtr ERT Training C100047910 2023 3rd Qtr ERT Training C100047911 2024 tat Qtr ERT Training Check Total: Vendor: AmazonBu Amazon Capital Services 13CF-CHKW-6QN3 Atunee Recoil Pull Starter for Honda IGPW-7JW6-73NI Heavy Duty Binder IHP6-4TT4-CHMD 2 Gallon Type II Safety Can 1HQT-XTC9-33F7 Milwaukee Electric Tool Drill Bit 1LGG-6MW4-7RJN Enclosed Bulletin Board Protective Case IXGV-F694-6MYH Killer Filter Amount Payment Date Acct Number ?CNf)bWR*4 Reference Check Sequence: I ACH Enabled: False 657.00 03/22/2024 0101-43300-61030 657.00 Check Sequence: 2 ACH Enabled: False 240.00 03/22/2024 2130-44400-61020 240.00 Check Sequence: 3 ACH Enabled: False 255.96 03/22/2024 0101-43100-61020 255.96 Check Sequence: 4 ACH Enabled: False 1,629.25 03/22/2024 0101-42200-63010 1,629.25 03/22/2024 0101-42200-63010 1,629.25 03/22/2024 0101-42200-63010 4,887.75 Check Sequence: 5 ACH Enabled: False 8.99 03/22/2024 6100-48800-61115 17.99 03/22/2024 0101-41600-61005 220.64 03/22/2024 0101-45000-61020 24.00 03/22/2024 6100-48800-61205 118.98 03/22/2024 2130-44000-61020 145.00 03/22/2024 5100-48100-61135 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 2 Check Total: 535.60 Vendor: AndS2016 Andover Station 2016, LLC Check Sequence: 6 036811 2023 OEA Reconciliation 3,261.82 03/22/2024 211046500-63010 Check Total: 3,261.82 Vendor: AnkCo02 Anoka Co Property Tax Div Check Sequence: 7 083224330036 Fire Station #2 69.14 03/22/2024 OI01-41920-62020 133224320007 Fire Station #3 155.54 03/22/2024 0101-41920-62020 223224340085 2014 150th Lane NW - Well House 53.24 03/22/2024 5100-48100-62020 223224410003 Community Center 545.16 03/22/2024 2130-44000-62020 223224410006 City Hall 545.16 03/22/2024 0101-41910-62020 223224420003 WTP 545.16 03/22/2024 510048100-62020 223224420008 Corner Lot 53.24 03/22/2024 0101-41930-62020 223224420014 City Hall Ice Rink 545.16 03/22/2024 0101-45000-62020 223224420015 Public Works 545.16 03/22/2024 0101-41930-62020 223224430002 Sunshine Park 172.86 03/22/2024 010145000-62020 253224220011 Prairie Knoll Park 53.24 03/22/2024 010145000-62020 293224420006 RLB Parcel 153.38 03/22/2024 450149300-62035 323224120072 Nonhglen Park 53.24 03/22/2024 0101-45000-62020 323224130044 Well House 53.24 03/22/2024 5100-48100-62020 323224440043 Terrace Park 53.24 03/22/2024 0101-45000-62020 333224130011 2607 Bunker Lake Blvd NW 4,774.20 03/22/2024 4520-49300-62035 333224130043 2621 Bunker Lake Blvd NW 815.94 03/22/2024 4520-49300-62035 333224140010 2503 138th Ave NW 3,906.62 03/22/2024 4520-49300-62035 333224140014 2557 Bunker Lake Blvd NW 878.42 03/22/2024 452049300-62035 333224140015 2543 Bunker Lake Blvd NW 815.94 03/22/2024 4520-49300-62035 333224140016 2527 Bunker Lake Blvd NW 6,537.74 03/22/2024 4520-49300-62035 333224140017 2513 Bunker Lake Blvd NW 3,536.16 03/22/2024 452049300-62035 333224140022 2526138th Ave NW 878.42 03/22/2024 4520-49300-62035 333224140023 2542138th Ave NW 6,501.40 03/22/2024 4520-49300-62035 333224140024 2556138th Ave NW 5,590.18 03/22/2024 452049300-62035 333224140038 Fire Station#1 545.16 03/22/2024 0101-41920-62020 343224120004 Andover Station North 53.24 03/22/2024 010145000-62020 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 353224130058 Well House 53.24 03/22/2024 5100-48100-62020 Check Total: 38,482.82 Vendor: AnkCc, 14 Anoka Co Recorder Check Sequence: 8 ACH Enabled: False #24-7528 Recording Fees 46.00 03/22/2024 0101-41500-63215 Check Total: 46.00 Vendor: AnkCol6 Anoka Co Sheriff- Andover Check Sequence: 9 ACH Enabled: False Feb 2024 Zero Drug After School Program 1,133.05 03/22/2024 4180-49300-63005 Check Total: 1,133.05 Vendor: AnkCo01 Anoka Cc Treasurer Check Sequence: 10 ACH Enabled: False EC030724A 2024 Economic Dev Cost Share 1,871.00 03/22/2024 2110-46500-63010 Check Total: 1,871.00 Vendor: AnkHenn Anoka -Henn. Ind. Dist. #11 Check Sequence: I I ACI I Enabled: False 2023 -2024 2023 - 2024 High School Hockey Ticket Sales 3,973.50 03/22/2024 2130-44300-55530 Check Total: 3,973.50 Vendor: AspenMil Aspen Mills Check Sequence: 12 ACH Enabled: False 329571 Uniform for Kurt DeRung 110.65 03/22/2024 0101-42200-61305 Check Total: 110.65 Vendor: AssurSec Assured Security Check Sequence: 13 ACH Enabled: False P231759 Repair - Girls Team Room Door 1,367.00 03/22/2024 2130-44300-63105 Check Tom]: 1,367.00 Vendor: BerryCat Catherine Berry Check Sequence: 14 ACH Enabled: False 00041009 Overpayment on Dog License 12.00 03/22/2024 0101-00000-10301 Check Total: 12.00 Vendor: BlainBro Blaine Brothers Inc. Check Sequence: 15 ACH Enabled: False 010004397512 Spring Brake 30/30 Complete for Stock 137.66 03/22/2024 6100-48800-61115 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Check Total: Vendor: CaliCont Callibration and Controls, Inc 42139 Annual Verification of 7 Water Plant Flow Meter 137.66 Check Total: Vendor: CDW CDW Government, Inc. QB96768 Store & Go USB Drive for Stock 0101-41910-62200 Check Total: Vendor: Centerpt CenterPoint Energy 2001737-2 2527 Bunker Lk Blvd - Unit #2 (4-Plex) 6402418664-1 2527 Bunker Lk Blvd - Unit #1 (4-Plex) 6403279835-3 2511 Bunker Lk Blvd - Residential (Duplex) 59.07 Check Total: Vendor: CintasGK Cintas Corp 4185854675 Floor Mat Rental 4185854723 Floor Mat Rental 4186580811 Uniform Cleaning & Shop Towels 4186580968 Uniform Cleaning 4186580968 Uniform Cleaning 4186580968 Uniform Cleaning 4186580968 Uniform Cleaning 4186580968 Uniform Cleaning 774.14 Check Total: Vendor: CompintT Computer Integration Technologies Inc 371683 Phase 1 Internal Kickoff Meeting 4520-49300-62015 Check Total: Vendor: CoonRapi City of Coon Rapids 14269 Plastic Bag Recycling 137.66 Check Sequence: 19 ACH Enabled: False 56.66 03/22/2024 0101-41910-62200 Check Sequence: 16 ACH Enabled: False 2,375.00 03/22/2024 5100-48100-63120 03/22/2024 6100-48800-61020 2,375.00 59.07 03/22/2024 5200-48200-61020 29.56 03/22/2024 Check Sequence: 17 ACH Enabled: False 39.58 03/22/2024 0101-41420-61225 206.79 03/22/2024 39.58 29.55 03/22/2024 5100-48100-61020 774.14 Check Sequence: 18 ACH Enabled: False 13.45 03/22/2024 4520-49300-62015 ACH Enabled: False 247.50 13.45 03/22/2024 4520-49300-62015 247.50 11.71 03/22/2024 4520-49300-62015 Check Sequence: 21 38.61 300.00 03/22/2024 0101-46000-63010 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 4 Check Sequence: 19 ACH Enabled: False 56.66 03/22/2024 0101-41910-62200 75.84 03/22/2024 0101-41930-62200 198.54 03/22/2024 6100-48800-61020 59.07 03/22/2024 5200-48200-61020 29.56 03/22/2024 0101-43300-61020 118.13 03/22/2024 0101-45000-61020 206.79 03/22/2024 0101-43100-61020 29.55 03/22/2024 5100-48100-61020 774.14 Check Sequence: 20 ACH Enabled: False 247.50 03/22/2024 010141420-63005 247.50 Check Sequence: 21 ACH Enabled: False 300.00 03/22/2024 0101-46000-63010 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 300.00 Vendor: CoreMain Core & Main LP Check Sequence: 22 ACH Enabled: False U524313 Rubber Meter Washers 305.19 03/22/2024 5100-48100-61150 Check Total: 305.19 Vendor: CrowRive Crow River Farm Equipment Check Sequence: 23 ACH Enabled: False 208076 Supplies for Pickleball Nets 468.66 03/22/2024 2130-44400-61020 208169 Supplies for Pickleball Nets 139.82 03/22/2024 2130-44400-61020 208260 Spray Nomle 39.75 03/22/2024 0101-43100-61020 208345 Pickleball Nets 1,164.24 03/22/2024 2130-44400-61020 Check Total: 1,812.47 Vendor: Cummins Cummins Sales & Service Check Sequence: 24 ACH Enabled: False E4-35884 Labor to Repair Unit #4821 7,139.93 03/22/2024 6100-48800-63135 Check Total: 7,139.93 Vendor: DavisEqu Davis Equipment Corporation Check Sequence: 25 ACH Enabled: False EI18817 Wheel, Rear for Unit #129 50.86 03/22/2024 6100-48800-61115 Check Total: 50.86 Vendor: DehnOil Dehn Oil Company Check Sequence: 26 ACH Enabled: False 25225415 Diesel Fuel 3,074.40 03/22/2024 610048800-61050 25225415 Unleaded Fuel 5,421.60 03/22/2024 610048800-61045 Check Total: 8,496.00 Vendor: ECM ECM Publishers, Inc. Check Sequence: 27 ACH Enabled: False 989297 Monthly Recycling Program 265.00 03/22/2024 0101-46000-63025 989955 March 26 PH PUD/Orelim Plat 102.85 03/22/2024 0101-41500-63025 Check Total: 367.85 Vendor: Ehlers Ehlers & Associates, Inc. Check Sequence: 28 ACH Enabled: False 97167 GO Equipment Certificates, Series 2020A 4,000.00 03/22/2024 3214-47000-63005 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 6 Check Total: 4,000.00 Vendor: Grainger Grainger Check Sequence: 29 ACH Enabled: False 9035683490 CO2 & Gas Alarm 79.45 03/22/2024 2130-44300-61020 9038877172 Drain Pan 20.85 03/22/2024 510048100-61005 9040658032 Mobil SHC 630, Circulating, ISO 220, 5GA 441.98 03/22/2024 5100-48100-61135 9046334281 Misc. Supplies 11.01 03/22/2024 5200-48200-61005 Check Total: 553.29 Vendor: HachCo Hach Company Check Sequence: 30 ACH Enabled: False 13957536 Chemicals for Water Treatment Plant 179.60 03/22/2024 510048100-61040 Check Total: 179.60 Vendor: Hawkins2 Hawkins Inc Check Sequence: 31 ACH Enabled: False 6711857 Chemical for Water Treatment Plant 6,427.45 03/22/2024 5100-48100-61040 Check Total: 6,427.45 Vendor: HolmerBr Brenda Hehner Check Sequence: 32 ACH Enabled: False 2024 2024 Medical Reimbursement 354.27 03/22/2024 7100-00000-21218 Check Total: 354.27 Vendor: HowiesHo Howies Hockey Tape Check Sequence: 33 ACH Enabled: False INV000200576 Resale Items for Pro Shop 260.92 03/22/2024 2130-44200-61245 Check Total: 260.92 Vendor: InnovOff Innovative Office Solutions, LLC Check Sequence: 34 ACH Enabled: False IN4478603 Paper Towel 1,002.98 03/22/2024 2130-44000-61020 IN4488496 Dispenser 44.95 03/22/2024 0101-41920-61025 Check Total: 1,047.93 Vendor: KinectEG Kinect Energy Group Check Sequence: 35 ACH Enabled: False 374320/11171502 Community Center 17,325.45 03/22/2024 2130-44000-62015 374320/11171508 Public Works 2,650.60 03/22/2024 0101-41930-62015 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 19,976.05 Vendor: LanoEqui Lane Equipment, Inc. Check Sequence: 36 ACH Enabled: False 02-1060496 KPA- Assy Hook for Unit #18-120 70.53 03/22/2024 6100-48800-61115 Check Total: 70.53 Vendor: Lawson Lawson Products, Inc. Check Sequence: 37 ACH Enabled: False 9311377817 Misc. Supplies 77.06 03/22/2024 6100-48800-61020 Check Total: 77.06 Vendor: MacgEmer Macqueen Emergency Group Check Sequence: 38 ACH Enabled: False P27359 MSA 34L Cal Gas &Cylinder 412.69 03/22/2024 0101-42200-61020 Check Total: 412.69 Vendor: MacQueen MacQueen Equipment Inc. Check Sequence: 39 ACH Enabled: False P56049 Battery Shut off for Unit #16-169 236.40 03/22/2024 6100-48800-61115 Check Total: 236.40 Vendor: MadNaIIL Madison National Life Ins Co, Inc Check Sequence: 40 ACH Enabled: False 1613847/026986 April 2024 LTD Premium 977.80 03/22/2024 0101-00000-21216 Check Total: 977.80 Vendor: MaileEnt Mails Enterprises, Inc. Check Sequence: 41 ACH Enabled: False 4' Red Hydrant Markers 980.92 03/22/2024 5100-48100-61110 Check Total: 980.92 Vendor: McNeffDe Denise McNeff Check Sequence: 42 ACH Enabled: False 00040974 Refund Burning Permit 30.00 03/22/2024 0101-42200-52165 Check Total: 30.00 Vendor: Medica Medica Check Sequence: 43 ACH Enabled: False 384786509005 April 2024 Premium 2,072.06 03/22/2024 7100-00000-21218 384786509005 April 2024 Premium 62,091.10 03/22/2024 0101-00000-21206 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Check Total AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) 64,163.16 Check Total: Vendor: Medline Medline Industries, LP 2311813897 Toumiquiet, Combat Application 03/22/2024 Check Total: Vendor: Menards Menards Inc 14183 Mise. Supplies 14408 Misc. Supplies 14636 Adjustable Knee Kicker& Cable Ties 14682 Washer 14713 Returned Washer 14714 Washer 14794 SR Turbo Spray Paint 33.63 Check Total: Vendor: MNEquiptr Minnesota Equipment P55367 Tools P55514 Toggle/Rocker Switch for Stock P55516 Rotary Switch P55522 Returned Rotary Switch -528.00 Check Total Vendor: MNLifeln Minnesota Life Insurance Company 0034706/8188535 April 2024 Premium 0034706/8188535 April 2024 Premium 0034706/8188535 April 2024 Premium 0034706/8188535 April 2024 Premium 778.41 Check Total: Vendor: NatFireP National Fire Protection 3492757 2024 Membership Dues Check Total AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) 64,163.16 03/22/2024 0101-00000-21205 2,071.15 03/22/2024 Check Sequence: 44 1,496.70 03/22/2024 0101-42200-61020 1,496.70 03/22/2024 0101-42200-60330 Check Sequence: 45 61.86 03/22/2024 2130-44400-61020 33.63 03/22/2024 0101-41930-61120 106.98 03/22/2024 2130-44300-61020 528.00 03/22/2024 0101-41930-61120 -528.00 03/22/2024 0101-41930-61120 528.00 03/22/2024 0101-41930-61120 47.94 03/22/2024 0101-45000-61020 778.41 Check Sequence: 46 269.90 03/22/2024 0101-43100-61205 94.39 03/22/2024 6100-48800-61115 81.25 03/22/2024 6100-48800-61115 -54.67 03/22/2024 6100-48800-61115 Check Sequence: 47 46.36 03/22/2024 0101-00000-21205 2,071.15 03/22/2024 0101-00000-21205 259.32 03/22/2024 7100-00000-21218 17.50 03/22/2024 0101-42200-60330 Check Sequence: 48 1,552.50 03/22/2024 0101-42200-61320 1,552.50 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: NCPERS NCPERS Group Life Ins Check Sequence: 49 ACH Enabled: False 312000042024 April 2024 Premium 16.00 03/22/2024 7100-00000-21218 312000042024 April 2024 Premium 160.00 03/22/2024 0101-00000-21205 Check Total: 176.00 Vendor: NFPA NFPA Check Sequence: 50 ACH Enabled: False 3492757 2024 Membership Renewal for Tom Porwoll 175.00 03/22/2024 0101-42200-61320 Check Total: 175.00 Vendor: ODP Bus ODP Business Solutions, LLC Check Sequence: 51 ACH Enabled: False 353821128001 Office Supplies 39.51 03/22/2024 610048800-61005 353822947001 Office Supplies 37.49 03/22/2024 6100-48800-61005 355079973001 Paper 145.68 03/22/2024 0101-41600-61005 355460732001 Office Supplies 68.86 03/22/2024 0101-42200-61005 357024839001 PW Office Depot Supplies 2.21 03/22/2024 0101-46000-61005 357024839001 PW Office Depot Supplies 3.15 03/22/2024 0101-43200-61005 357024839001 PW Office Depot Supplies 4.73 03/22/2024 0101-43100-61005 357024839001 PW Office Depot Supplies 11.05 03/22/2024 0101-45000-61005 357024839001 PW Office Depot Supplies 15.15 03/22/2024 5200-48200-61005 357024839001 PW Office Depot Supplies 7.88 03/22/2024 5100-48100-61005 357024839001 Office Supplies 10.63 03/22/2024 6100-48800-61005 Check Total: 346.34 Vendor: OReiAuto O'Reilly Auto Parts Chock Sequence: 52 ACH Enabled: False 3253-393873 Battery 64.08 03/22/2024 6100-48800-61115 3253-393972 Oil Filter 7.92 03/22/2024 6100-48800-61115 3253-393998 Radiator Cap for Unit #4893 7.67 03/22/2024 610048800-61115 3253-394000 Core Credit -10.00 0322/2024 610048800-61115 3253-394083 Copper Plug 15.96 03/22/2024 6100-48800-61115 3253-394179 HVAC Knob 11.13 03/22/2024 610048800-61115 3253-394199 Oil Filter 5.29 03/22/2024 6100-48800-61115 3253-394218 Oil Filter 5.29 03/22/2024 6100-48800-61115 3253-394277 Oil Filter for Unit 44884 & Stock 79.32 03/22/2024 6100-48800-61115 3253-394854 Hydro -Boost for Unit #08-408 208.00 03/22/2024 6100-48800-61115 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 9 Invoice No Description 3253-395083 Capsule for Unit #4827 & Stock 3253-395117 Core Return 3253-395485 Battery for Unit#92 3253-395505 Returned HVAC Knob 3253-395684 Brake Cleaner 3253-396216 Oil & Fuel Filters for Stock 3253-396575 Auto Slack for Unit #206 -11.13 Check Total: Vendor: OxySvcCo Oxygen Service Company 0003578578 Misc. Supplies 0008712218 Misc. Supplies 53.40 Check Total: Vendor: PionSecu Pioneer SecureShred 51748 CH, FS, PW & WTP Shredding Service 6100-48800-61115 Check Total: Vendor: Plunkett Plunkett's Pest Control, Inc. 8458465 Pest Control @ Fire Station #1 8459232 Pest Control @ City Hall 8459777 Pest Control @ Fire Station #2 8459781 Pest Control @ Fire Station #3 610048800-61020 Check Total: Vendor: PollWat Pollard Water 0256712 4 DI Duty Rest Zip Flg 0256714 3X1/2 FLG Space 2/4 Bolt Para Check Total: Vendor: RegPlaza Regent Plaza Inc. Escrow Clocktower Commons Lot 4 Escrow Clocktower Commons Lot 4 Interest Clocktower Commons Lot 4 Amount Payment Date Acct Number Reference 9.58 03/22/2024 6100-48800-61115 03/22/2024 -49.00 03/22/2024 610048800-61115 30.48 03/22/2024 610048800-61115 293.82 -11.13 03/22/2024 6100-48800-61115 03/22/2024 83.76 03/22/2024 6100-48800-61020 7200-41400-56910 53.40 03/22/2024 6100-48800-61115 70.54 03/22/2024 6100-48800-61115 582.29 Check Sequence: 53 ACH Enabled: False 79.17 03/22/2024 610048800-61020 244.23 03/22/2024 6100-48800-61020 323.40 Check Sequence: 54 ACH Enabled: False 410.00 03/22/2024 0101-46000-63010 410.00 Check Sequence: 55 ACH Enabled: False 136.28 03/22/2024 0101-41920-63010 136.28 03/22/2024 OI01-41910-63010 136.28 03/22/2024 010141920-63010 136.28 03/22/2024 0101-41920-63010 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PK Page 10 Check Sequence: 56 ACH Enabled: False 119.94 03/22/2024 0101-45000-61105 82.41 03/22/2024 0101-45000-61105 202.35 Check Sequence: 57 ACH Enabled: False 293.82 03/22/2024 7200-00000-24207 984.22 03/22/2024 7200-00000-24215 0.68 03/22/2024 7200-41400-56910 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PK Page 10 Invoice No Description Interest Reference Clocktower Commons Lot 4 1.80 03/22/2024 Check Total: Vendor: RivardCo Rivard Companies, Inc. 504769 Tree Waste Disposal Check Total: Vendor: SaltCo SaltCo 128411 03/22/2024 Solar Salt Premium Crystals Check Total: Vendor: StarTri2 Star Tribune 2029003 Weekly Newspaper - 03/26/24 - 03/25/25 Check Sequence: 59 ACH Enabled: Check Total: Vendor: SterlTro Sterling Trophy 33052 Shadow Gifts & Box Assembly Check Total: Vendor: SuperVis Superior Vision Insurance 0000810104 April 2024 Premium False 254.70 Check Total: Vendor: TahoSpl Taho Sportswear, Inc. 24TS0630 Performance Tees for Soccer Check Total: Vendor: TollGas Toll Gas & Welding Supply 10556854 150.50 MC Acetylene 0101-42200-61020 Check Total: Vendor: TotMechS Total Mechanical Services, Inc 89762 Repair C3 Tripped the Starter Amount Payment Date Acct Number Reference 1.80 03/22/2024 7200-41400-56910 1,280.52 Check Sequence: 58 ACH Enabled: False 250.00 03/22/2024 010143100-63010 250.00 Check Sequence: 59 ACH Enabled: False 450.00 03/22/2024 2130-44000-61020 450.00 Check Sequence: 60 ACH Enabled: False 254.70 03/22/2024 0101-41910-61020 254.70 Check Sequence: 61 ACH Enabled: False 150.50 03/22/2024 0101-42200-61020 150.50 Check Sequence: 62 ACH Enabled: False 124.68 03/22/2024 0101-00000-21222 124.68 Check Sequence: 63 ACH Enabled: False 1,023.00 03/22/2024 2130-44400-61055 1,023.00 Check Sequence: 64 ACH Enabled: False 77.56 03/22/2024 6100-48800-61020 77.56 Check Sequence: 65 ACH Enabled: False 360.00 03/22/2024 2130-44300-63105 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page I I Invoice No Description Amount Payment Date Acct Number Reference Check Total: 360.00 Vendor: UhlCompa Uhl Company Check Sequence: 66 ACH Enabled: False 60952A Repair Broken Fan Blade @ WTP 1,686.14 03/22/2024 5100-48100-63105 61270A Repair MUA 4 Not Working 309.00 03/22/2024 6100-48800-63105 61322A Repair Tube Heater @ Fire Station #2 804.63 03/22/2024 0101-41920-63105 Check Total: 2,799.77 Vendor: WalterRR Walters Recycling & Refuse Inc Check Sequence: 67 ACH Enabled: False 7760628/210084 March 2024 Rental Properties Garbage Service 392.73 03/22/2024 4520-49300-62020 Check Total: 392.73 Vendor: WruckSew Wrack Sewer and Portable Rental - Check Sequence: 68 ACH Enabled: False 120944 Feb 2024 Portable Toilet Rental 467.00 03/22/2024 0101-45000-62200 Check Total: 467.00 Total for Check Run: 195,670.78 Total of Number of Checks: 68 AP -Computer Check Proof List by Vendor (03/22/2024 - 1:43 PM) Page 12 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 03/29/2024 - 9:20AM Batch: 00428.03.2024 Invoice No Description Amount Payment Date Acct Number WNL6 R Reference Vendor: ABCSign ABC Sign & Graphic, Inc. Check Sequence: 1 ACH Enabled: False 24918 Room Rental/Concessions Area Signs 60.00 03/29/2024 2130-44000-61020 Check Total: 60.00 Vendor: AbleHose Able Hose And Rubber Check Sequence: 2 ACH Enabled: False 233630-001 Misc. Supplies 354.06 03/29/2024 0101-43100-61020 Check Total: 354.06 Vendor: AcrStPro Across the Street Productions Check Sequence: 3 ACH Enabled: False 25156 Blue Card Instructor Training 6,375.00 03/29/2024 0101-42200-61315 Check Total: 6,375.00 Vendor: AEDUSA AEDUSA Check Sequence: 4 ACH Enabled: False AED-40672 3 - Zoll AED Plus Batteries 114.00 03/29/2024 0101-42200-61020 Check Total: 114.00 Vendor: AFLAC AFLAC Check Sequence: 5 ACH Enabled: False 521801 March 2023 Premium 728.82 03/29/2024 0101-00000-21209 Check Total: 728.82 Vendor: AmazonBu Amazon Capital Services Check Sequence: 6 ACH Enabled: False 113V-G67Y-WGML Dewalt Wire Brush 43.65 03/29/2024 6100-48800-61205 Check Total: 43.65 Vendor: AndS2016 Andover Station 2016, LLC Check Sequence: 7 ACH Enabled: False 037067 2024 2nd Qtr OEA Estimate 5,174.27 03/29/2024 211046500-63010 AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 1,352.20 AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) Page 2 Check Total: 5,174.27 Vendor: AnkCol6 Anoka Co Sheriff- Andover Check Sequence: 8 ACH Enabled: False Dec 23 - Feb 24 Andover Hockey Games 3,930.00 03/29/2024 2130-00000-24212 Check Total: 3,930.00 Vendor: ArchkeyT Archkey Technologies Check Sequence: 9 ACH Enabled: False 50005047538 Replacement of Amps 4,381.00 03/29/2024 2130-44400-63105 Check Total: 4,381.00 Vendor: CintasGK Cintas Corp Check Sequence: 10 ACH Enabled: False 4187293271 Floor Mat Rental 75.84 03/29/2024 0101-41930-62200 4187293309 Floor Mat Rental 194.06 03/29/2024 5100-48100-62200 4187293414 Uniform Cleaning & Shop Towels 138.35 03/29/2024 6100-48800-61020 4187293500 Uniform Cleaning 201.12 03/29/2024 0101-43100-61020 4187293500 Uniform Cleaning 114.89 03/29/2024 0101-45000-61020 4187293500 Uniform Cleaning 57.44 03/29/2024 5200-48200-61020 4187293500 Uniform Cleaning 28.75 03/29/2024 510048100-61020 4187293500 Uniform Cleaning 28.74 03/29/2024 010143300-61020 9263564476 Uniform Cleaning -4.31 03/29/2024 5100-48100-61020 9263564476 Uniform Cleaning -30.12 03/29/2024 0101-43100-61020 9263564476 Uniform Cleaning -8.60 03/29/2024 520048200-61020 9263564476 Uniform Cleaning 4.31 03/29/2024 010143300-61020 9263564476 Uniform Cleaning -17.20 03/29/2024 010145000-61020 Check Total: 774.65 Vendor: CivicPlu CivicPlus LLC Check Sequence: 11 ACH Enabled: False 296206 Annual Fee Renewal for Hosting & Support 8,387.59 03/29/2024 0101-41420-62305 Check Total: 8,387.59 Vendor: CoreMain Core & Main LP Check Sequence: 12 ACH Enabled: False U565855 4IPS DRI I HDPE Pipe Blk 1,352.20 03/29/2024 2130-44400-61020 Check Total: 1,352.20 AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Divisil6 Division 16 Electric, LLC Check Sequence: 13 ACH Enabled: False 8449 Labor to Install Wall Pack Q Comm Ctr 635.63 03/29/2024 2130-44000-63105 Check Total: 635.63 Vendor: ECM ECM Publishers, Inc. Check Sequence: 14 ACH Enabled: False 990942 2024 M&O-BLB SR/Rose-Heather 326.70 03/29/2024 414049300-63025 990942 2024 M&O-BLB Sry Rd/Grouse 326.70 03/29/2024 4140-49300-63025 990943 Hills Bunker Lk W Pk Lot Recon 176.97 03/29/2024 4150-49300-63025 990943 2024 M&O - Bunker Lk Village 176.96 03/29/2024 4140-49300-63025 990943 2024 Full Depth Reclamation 176.96 03/29/2024 4140-49300-63025 990943 2024 Curb/Sidewalk/Ped Ramps 176.96 03/29/2024 4140-49300-63025 Check Total: 1,361.25 Vendor: EganSery Egan Service Check Sequence: 15 ACH Enabled: False MNT0000024017 Andover Blvd & Crosstown RR Maint 568.67 03/29/2024 0101-43400-62300 Check Total: 568.67 Vendor: ElectDes Electronic Design Company Check Sequence: 16 ACH Enabled: False M127043 New Sound System 4,496.41 03/29/2024 2130-44300-63105 Check Total: 4,496.41 Vendor: InnovOff Innovative Office Solutions, LLC Check Sequence: 17 ACH Enabled: False CIN121577 Conference Room Chairs 4,269.50 03/29/2024 4180-49300-61020 Check Total: 4,269.50 Vendor: Insight Insight Public Sector Check Sequence: 18 ACH Enabled: False 1101120489 Address Labels 169.00 03/29/2024 0101-41420-61225 Check Total: 169.00 Vendor: InterBat Interstate All Battery Center Check Sequence: 19 ACH Enabled: False 1901201011286 Alk Batteries 150.06 03/29/2024 0101-42200-61005 1901202010062 Restock 12V Trailer Batteries 63.60 03/29/2024 6100-48800-61115 Check Total: 213.66 AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) - Page 3 Invoice No Description Amount Payment Date Acct Number Reference Vendor: KraabeBr Brian Kmabel Check Sequence: 20 ACH Enabled: False 2024 2024 February Medical Reimbursement 174.70 03/29/2024 7100-00000-21218 Check Total: 174.70 Vendor: LegShiel Legal Shield Check Sequence: 21 ACH Enabled: False 31833 March 2024 Premium 116.65 03/29/2024 0101-00000-21219 Check Total: 116.65 Vendor: MacgEmer Macqueen Emergency Group Check Sequence: 22 ACH Enabled: False P27439 Gear Repair 595.00 03/29/2024 0101-42200-61305 P27731 Leather Structural Fire Boot 601.25 03/29/2024 0101-42200-61305 Check Total: 1,196.25 Vendor: Menards Menards Inc Check Sequence: 23 ACH Enabled: False 15150 Green Treated Wood & Easy Cap 112.22 03/29/2024 0101-45000-61105 15153 Flashlight & 7" Wire 6.49 03/29/2024 5200-48200-61005 15287 Tide, Dawn & Spring Water 110.97 03/29/2024 0101-42200-61020 15351 Misc. Supplies 42.54 03/29/2024 2130-44000-61020 Check Total: 272.22 Vendor: MetLife MetLife Check Sequence: 24 ACH Enabled: False TS05388399 April 2024 Premium 3,877.77 03/29/2024 0101-00000-21206 TS05388399 April 2024 Premium 366.35 03/29/2024 7100-00000-21218 Check Total: 4,244.12 Vendor: MT1Den MTI Distributing Inc Check Sequence: 25 ACH Enabled: False 1421851-00 Door Glass Kit for Unit #14-562 1,494.92 03/29/2024 6100-48800-61115 Check Total: 1,494.92 Vendor: ODP Bus ODP Business Solutions, LLC Check Sequence: 26 ACH Enabled: False 355694629001 CC Office Depot Supplies 146.01 03/29/2024 2130-44300-61005 355694629001 CC Office Depot Supplies 146.02 03/29/2024 2130-44000-61005 355739633001 CC Office Depot Supplies 48.55 03/29/2024 2130-44000-61005 355739633001 CC Office Depot Supplies 48.55 03/29/2024 2130-44300-61005 AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 355739638001 CC Office Depot Supplies 29.55 03/29/2024 2130-44000-61005 355739638001 CC Office Depot Supplies 29.54 03/29/2024 2130-44300-61005 Check Total: 448.22 Vendor: OneNetOl OneNet Global Check Sequence: 27 D-502892 April Phone Service @ WTP 71.00 03/29/2024 5100-48100-62030 D-502892 April Phone Service @ Public Works 351.00 03/29/2024 0101-41930-62030 D-502892 April Phone Service @ Fire Stations 171.00 03/29/2024 010141920-62030 D-502892 April Phone Service @ City Hall 1,094.53 03/29/2024 010141910-62030 D-502892 April Phone Service @ Comm Ctr 166.00 03/29/2024 2130-44000-62030 Check Total: 1,853.53 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 28 3253-396943 Hub Assembly for Unit #101 294.33 03/29/2024 6100-48800-61115 3253-397404 Blower Motor& Bulb Socket for Unit#13-94 100.45 03/29/2024 6100-48800-61115 3253-397430 Hub Assembly for Unit #101 142.34 03/29/2024 6100-48800-61115 3253-397433 Tie Rod End for Unit #101 25.57 03/29/2024 6100-48800-61115 Check Total: 562.69 Vendor: PreCise PreCisc MRM LLC Check Sequence: 29 IN200-1048028 5MB Flat Data Plan US with NAF 124.00 03/29/2024 5200-48200-61320 IN200-1048028 5MB Flat Data Plan US with NAF 124.00 03/29/2024 5100-48100-61320 IN200-1048028 5MB Flat Data Plan US with NAF 279.00 03/29/2024 0101-43200-61320 IN200-1048028 5MB Flat Data Plan US with NAF 93.00 03/29/2024 0101-43100-61320 Check Total: 620.00 Vendor: Proforma Proforma Marketing Incentives Check Sequence: 30 BB29004100A Snapback Trucker Caps 270.00 03/29/2024 510048100-61005 BB29004100A Snapback Trucker Caps 270.00 03/29/2024 010145000-61020 BB29004100A Snapback Trucker Caps 270.00 03/29/2024 0101-43100-61020 BB29004110A Pocket T -Shirts 359.33 03/29/2024 510048100-61005 131329004110A Pocket T-Sbirts 359.33 03/29/2024 0101-45000-61020 BB29004110A Pocket T -Shirts 359.34 03/29/2024 0101-43100-61020 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 1,888.00 Vendor RivardCo Rivard Companies, Inc. Check Sequence: 31 ACH Enabled: False 504824 Tree Waste Disposal - Wood Chips 40.00 03/29/2024 010143100-63010 504862 Tree Waste Disposal - Wood Chips 60.00 03/29/2024 0101-43100-63010 Check Total 100.00 Vendor Sa1tCo Sa1tCo Check Sequence: 32 ACH Enabled: False 129157 Solar Salt Premium Crystals 1,000.00 03/29/2024 2130-44000-61020 Check Total: 1,000.00 Vendor: Shoplet Shoplet Check Sequence: 33 ACH Enabled: False 1709653025 Vanguard 45 -Gallon In/Outdoor Receptacle 2,303.49 03/29/2024 0101-45000-61020 Check Total: 2,303.49 Vendor: SterlTro Sterling Trophy Check Sequence: 34 ACI I Enabled: False 33079 Soccer Trophies 870.00 03/29/2024 2130-44400-61055 Check Total: 870.00 Vendor: Timesave Timesaver Check Sequence: 35 ACH Enabled: False M28987 Park & Rec Commission Meeting 175.75 03/29/2024 010145000-63005 M28987 City Council Meeting 413.00 03/29/2024 0101-41100-63005 M28987 Planning Commission Meeting 206.50 03/29/2024 0101-41500-63005 Check Total: 795.25 Vendor: USStanda US Standard Sign Co Check Sequence: 36 ACH Enabled: False 38034 Alo Blank for Signs 8,234.85 03/29/2024 010143300-61030 Check Total: 8,234.85 Vendor: Verizon Verizon Wireless Check Sequence: 37 ACH Enabled: False 9959019817 Monthly Cell Phone Service 204.45 03/29/2024 2130-44000-62030 9959019817 Monthly Cell Phone Service 282.70 03/29/2024 OI01-41600-62030 9959019817 Monthly Cell Phone Service 204.97 03/29/2024 5200-48200-62030 9959019817 Monthly Cell Phone Service 374.39 03/29/2024 0101-43100-62030 AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 9959019817 Monthly Cell Phone Service 43.49 Vendor: WellsFar Wells Fargo Bank 03/29/2024 0101-41400-62030 9959019817 Monthly Cell Phone Service 162.50 03/29/2024 03/29/2024 0101-42300-62030 9959019817 Monthly Cell Phone Service 121.97 75.00 03/29/2024 6100-48800-62030 9959019817 Monthly Cell Phone Service 42.29 2130-44000-61020 03/29/2024 0101-41200-62030 9959019817 Monthly Cell Phone Service 46.24 03/29/2024 0101-41910-62030 9959019817 Monthly Cell Phone Service 832.78 Pop 03/29/2024 0101-42200-62030 9959019817 Monthly Cell Phone Service 491.73 03/29/2024 03/29/2024 0101-45000-62030 9959019817 Monthly Cell Phone Service 38.49 21.61 03/29/2024 0101-41500-62030 9959019817 Monthly Cell Phone Service 81.25 0101-41400-61320 03/29/2024 0101-43300-62030 9959019817 Monthly Cell Phone Service 311.30 03/29/2024 5100-48100-62030 9959019817 Monthly Cell Phone Service 594.02 Budget Review Fee 03/29/2024 0101-41420-62030 Check Total: 3,832.57 Vendor: WellsFar Wells Fargo Bank Check Sequence: 38 Repair on Chiefs Vehicle 189.99 03/29/2024 0101-42200-63010 Budget Review Fee 100.00 03/29/2024 5100-48100-63005 2024 M&O-BLB Sry Rd/Grouse St 75.00 03/29/2024 4140-49300-63005 8' Tables 1,852.07 03/29/2024 2130-44000-61020 Misc. Supplies 962.42 03/29/2024 2130-44000-61020 Wcathencch Mats for Unit #4801 & #4802 545.82 03/29/2024 6100-48800-61115 Misc. Supplies 996.32 03/29/2024 0101-45000-61105 Pop 15.12 03/29/2024 7100-00000-24208 Meeting 17.43 03/29/2024 0101-42200-61310 Tools 119.95 03/29/2024 0101-43100-61205 Laptop Software 21.61 03/29/2024 0101-41200-61320 MGFOA Dues for Melissa 70.00 03/29/2024 0101-41400-61320 Misc. Supplies 43.24 03/29/2024 2130-44000-61020 2024 M&O-BLB SR/Rose-Heather 75.00 03/29/2024 4140-49300-63005 MGFOA Dues for Lee 70.00 03/29/2024 0101-41400-61320 Budget Review Fee 195.00 03/29/2024 0101-41400-63005 Tools 284.05 03/29/2024 0101-45000-61205 WHENIWORK Software 70.00 03/29/2024 2130-44000-61320 Misc. Supplies 491.20 03/29/2024 2130-44300-61020 Registration for Conference 770.00 03/29/2024 0101-42300-61315 ACH Enabled: False AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Misc. Supplies 497.38 03/29/2024 2130-44400-61020 Laptop Software 21.61 03/29/2024 OI01-41200-61320 Budget Review Fee 100.00 03/29/2024 5200-48200-63005 Development Meeting 21.38 03/29/2024 0101-41200-61310 Unleaded Fuel 8.66 03/29/2024 6100-48800-61045 HSEM Tier Reporting 102.15 03/29/2024 2130-44000-61320 GFOA Annual Dues 250.00 03/29/2024 0101-41400-61320 2024 Street Reconstruction 75.00 03/29/2024 4140-49300-63005 Leadership Meeting 50.79 03/29/2024 0101-42200-61310 Fuel 16.05 03/29/2024 0101-42200-61045 ENR Auto Renewal 99.99 03/29/2024 010141600-61020 Misc. Supplies 872.85 03/29/2024 2130-44400-61020 7th Ave Front Rd Trail Connect 75.00 03/29/2024 4170-49300-63005 Upgrades 82.98 03/29/2024 0101-41420-61225 Misc. Supplies 409.79 03/29/2024 0101-43300-61105 Budget Review Fee 50.00 03/29/2024 5300-48300-63005 Membership Dues 240.00 03/29/2024 0101-41600-61320 Mouse Wrist Pad 25.77 03/29/2024 0101-41200-61005 Registration for Conference 1,290.00 03/29/2024 0101-45000-61315 State Meeting 55.96 03/29/2024 010141200-61310 CALL -EM -ALL Software 39.00 03/29/2024 010143200-61325 Parts to Repair Unit #4812 & #G-31 369.14 03/29/2024 6100-48800-61115 Tools 979.90 03/29/2024 0101-41600-61205 Misc. Supplies 16.01 03/29/2024 0101-42200-61020 Training Supplies 444.40 03/29/2024 0101-42200-61015 General Supplies 3.98 03/29/2024 0101-41420-61005 Tabs for Vehicles 152.97 03/29/2024 6100-48800-61415 Council Meeting 28.44 03/29/2024 0101-41100-61310 Check Total: AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) 13,343.42 Page 8 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 86,740.24 Total of Number of Checks: 38 AP -Computer Check Proof List by Vendor (03/29/2024 - 9:20 AM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 03/29/2024 - 10:14AM Batch: 00402.04.2024 Invoice No Description Vendor: AnkCo08 Anoka Cc Fire Protect. Council 307 PSES Annual Software Maint Contract �s Amount Payment Date Acct Number Check Sequence: 1 27,805.00 04/02/2024 0101-42200-62305 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/29/2024 - 10:14 AM) Page 1 Check Total: 27,805.00 Vendor: AnkCoOl Anoka Co Treasurer Check Sequence: 2 HWYSQ42023 Traffic Signal - Round Lake & 140th 1,103.20 04/02/2024 0101-43400-63100 HWYSQ42023 Traffic Signal -161st&Hanson Blvd 183.58 04/02/2024 010143400-63100 HWYSQ42023 Traffic Signal - Round Lake & Bunker 77.40 04/02/2024 0101-00000-13201 HWYSQ42023 Traffic Signal - Bunker&Quinn 686.49 04/02/2024 0101-00000-11310 HWYSQ42023 Traffic Signal - 15390 Hanson Blvd 786.34 04/02/2024 0101-43400-63100 HWYSQ42023 Traffic Signal - Bunker & Crosstown 4,376.02 04/02/2024 0101-43400-63100 HWYSQ42023 Traffic Signal - Andover&Crosstown 4,376.02 04/02/2024 0101-43400-63100 HWYSQ42023 Traffic Signal- 1601 Crosstown 300.85 04/02/2024 0101-43400-63100 HWYSQ42023 Traffic Signal - Round Lake & Bunker 232.18 04/02/2024 0101-43400-63100 Check Total: 12,122.08 Vendor: AssurSec Assured Security Check Sequence:3 P232457 Install Electronics - Access Control Head End N. 19,115.85 04/02/2024 5100-48100-65300 Check Total: 19,115.85 Vendor: Azteca Aztecs Systems, Inc. Check Sequence: 4 INV8269 Cityworks Online AMS Standard Workgroup Sta 5,850.00 04/02/2024 5200-48200-62305 INV8269 Cityworks Online AMS Standard Workgroup Sta 5,850.00 04/02/2024 5100-48100-62305 INV8269 Cityworks Online AMS Standard Workgroup Sta 5,800.00 04/02/2024 5300-48300-62305 Check Total: 17,500.00 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/29/2024 - 10:14 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: HachCo Hach Company 13972593 Assy, Probe, LDO Model & Flow Cell 13972679 KTO: CL17sc, Free Chlorine W/Press Check Total: Vendor: LeicaGeo Leica Geosystems Inc. 903494308 CS20 LTE Field Control Equipment 903494310 T16 P 5" R50,0 Total Station Equipment 903498966 Set of 2 Display Protection Foils including Micr< Check Total: Vendor: SkylSalt Skyline Salt Solutions 103660 Bulk Treated Salt Check Total: Vendor: TotalCon Total Control Systems, Inc 11105 Remainder of WTP PLC Upgrade Check Total Total for Check Run: Total of Number of Checks: Check Sequence: 5 10,147.05 04/02/2024 5100-48100-63100 4,066.60 04/02/2024 5100-48100-63100 6,857.01 23,641.15 44.90 30,543.06 34.909.73 29,921.00 29,921.00 186,130.37 Check Sequence: 6 04/02/2024 4180-49300-65600 04/02/2024 4180-49300-65600 04/02/2024 4180-49300-65600 Check Sequence: 7 04/02/2024 0101-43200-61125 Check Sequence: 8 04/02/2024 5100-48100-63100 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/29/2024 - 10:14 AM) Page 2 AN66W 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (7E FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrator David Berkowitz, Director of Public Wo ks/City Engineer7DU!> FROM: Kameron Kytonen, Natural Resources Technician SUBJECT: Award City Contract for Ash Injections/24-25-EAB Management Program — Engineering DATE: April 2, 2024 3 INTRODUCTION The City Council is requested to accept quotes and award the City Contract for chemical injections to combat Emerald Ash Borer (EAB) in ash trees on public and private properties in the City. DISCUSSION Average quotes per diameter inch have been received. This was determined by taking the average of "low rate" vs. "high rate" treatments and the results are as follows: Contractor Bid Amount Carr's Tree Service $6.25/inch The Davey Tree Expert Company $7.00/inch Birch Tree Care $7.45/inch Premium Tree Protection $9.75/inch Shadywood Tree Experts $10.50/inch BUDGETIMPACT In the past, the City has contributed a maximum of 20% of the total cost of treatments for eligible trees per private property with a maximum contribution of $75 per property. The City contribution is through the Natural Resource Preservation portion of the General Fund. In addition, the City will be treating some trees in its park system. ACTION REQUIRED The City Council is requested to accept quotes and award the City Contract to Carr's Tree Service. Respectfully submitted, fL4* Kameron Kytonen Natural Resources Technician 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV q 6 TO: Mayor and Council Members CC: Jim Dickinson, City Administrator\ FROM: David Berkowitz, Director of Public rks/City Engineer SUBJECT: Approve Easement with CenterPoint Energy/24-19/7t" Ave. NW Frontage Road Trail Connection — Engineering DATE: April 2, 2024 INTRODUCTION The City Council is requested to approve the attached easement with CenterPoint Energy for Project 24-19, lin Avenue NW Frontage Road Trail Connection. DISCUSSION To construct the trail along the east side of 7`h Avenue NW north of 143`d Avenue NW to the 7th Avenue Frontage Road an easement is needed from CenterPoint Energy to construct the trail. Although the trail itself is in the right-of-way of 7th Avenue NW, outside slopes are required to meet structural support for the trail and to meet design guidelines. Such slopes extend outside the right-of-way. See attached trail plan sheets for details. CenterPoint energy has been very accommodating and understands the importance of the trail, therefore has approved granting an easement for trail maintenance and drainage and utility purposes. BUDGETIMPACT There is no cost to acquire the easement therefore there is no budget impact to the project. ACTION REQUIRED The City Council is requested to approve the attached easement with CenterPoint Energy for Project 24-19, 7th Avenue NW Frontage Road Trail Connection. Respectfully submitted, CD David D. Berowitz, P. . Attachments: 7th Avenue NW Trail Plan Sheets & Easement Document ' r - - C S - uLlro— GAS MATCH EX. PED RAMP g � SY'J I Stl0 x II M M I x i� 1 � ADJUST 2EA. GAS G/V Box (BY OTHERS) ADJUST 2Ek GAS G/V BOX (BY OTHERS) NORTHERN NATURAL GAS 14371 r PROPOSED B' BIT. NOTE: 3+10 TO 3+76 \TRAIL CROSS SLOPE DIRECTION CHANGES (-2x TO 2%) NOTE CENTERLINE TRAIL RADII ARE 100' NP. NOTE: RESTORE II L DISTURBED AREAS WITH 4" TOPSOIL, FERTILIZER, SEED (MNDOT 25-131), EROSION CONTROL BLANKET (CAT 20) SAWCUT–R&R R. \\\ % -PER INSET A (SHf. 13) R&R24 C&G CSAR 7 (7TH AVEM) Ter i �REMV.1& DISPOSE BOSF CONC. FLUME. F&1 1OLF CHECK n 0 C 0 —3m 3W F, C 110LF 1 j SILT FNC. )0 � P y WOODS `�\��✓ cl PROPOSED CENTERPOINT ENERGY–MINNEGASCO 14303 \GAS m , CONST. 6' CONC. / PED. RAMP _I I I —I CONC. ' I � z4• I ` FBLDG. 0 O W Z V cD 0 F Z LIICK Z OZH Z L` 0 w QUO Z¢a >F Q U S F- n I7TH AVE. N.W. FRONTAGE ROAD TRAIL CONNECTION PLAN PROFILE I SHEET NO. 21 OF 6O SHEETS IAVE. N.W. FRONTAGE ROAD TRAIL CONNECTION PLAN PROFILE I SHEET NO. 21 OF 60 SHEETS STA 2+25 4- iI 7 JiJ 1... lii 4_ J!1 L �4- t m . T "T L T it 880- TC1 IIII -'--'--'--I--!-. —11 F"T 4 -f - .IEi! _4 I T A... ... .. A- J J ili H i it 4� !I it I+ J-1-1 1w j 4 870 4- -1, 4.1 t Mill j 880 -880 870 01n PAR STA 3+00 ! r iI 7 JiJ 1... 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STA 4+25 0 w 4 0 Z 0900 LI C14 (D P: - 00 4 LLI z Z 0 Z w 0 LLI 0 LL L) -) -j uj w (L SHEET NO. 44 OF 60 SHEETS PERMANENT TRAIL MAINTENANCE, DRAINAGE AND UTILITY EASEMENT KNOW ALL MEN BY THESE PRESENT, for valuable consideration, CenterPoint Energy Resources Corp., a Delaware corporation, doing business in Minnesota as CenterPoint Energy Minnesota Gas, its successors, and assigns ("Grantor"), hereby grants, sells, and conveys to the CITY OF ANDOVER, a Minnesota municipal corporation ("Grantee" or "City"), a permanent easement for trail maintenance, drainage and utility purposes, including, without limitation, the construction, maintenance, repair and replacement thereof, and uses incident thereto, in, under and upon the real property, in Anoka County, Minnesota described as follows (the `Basement Area"): See Exhibit A attached hereto and made a part hereof. Said Easement Area is further described and identified on the Easement Exhibit B attached hereto and made a part hereof. Further, the right is hereby granted to the Grantee to remove or otherwise dispose of all earth or other material excavated from said Easement Area, as the Grantee may find necessary, and to remove trees, brush, undergrowth and other obstructions interfering with the location, construction and maintenance of the Easement Area. Grantee acknowledges and agrees that Grantee is forever subject to all the provisions stated herein: Grantor expressly reserves and retains unto itself any and all interest in and to its property for its own purposes as long as such use does not interfere with the rights and privileges to the Easement Area as set forth herein. Nothing herein shall prevent Grantor from transferring or encumbering any interest in its property or any portion thereof subject to the terms and conditions set forth herein. GRANTEE ACKNOWLEDGES THAT GRANTOR HAS NOT MADE AND DOES NOT MAKE ANY REPRESENTATIONS AS TO THE PHYSICAL CONDITION, OR ANY OTHER MATTER AFFECTING OR RELATED TO GRANTOR'S PROPERTY. GRANTEE EXPRESSLY AGREES THAT TO THE MAXIMUM EXTENT PERMITTED BY LAW, THE EASEMENT IS CONVEYED "AS IS" AND "WITH ALL FAULTS", AND GRANTOR EXPRESSLY DISCLAIMS, AND GRANTEE ACKNOWLEDGES AND ACCEPTS THAT GRANTOR HAS DISCLAIMED, ANY AND ALL REPRESENTATIONS, WARRANTIES OR GUARANTIES OF ANY KIND, ORAL OR WRITTEN, EXPRESS OR IMPLIED, CONCERNING GRANTOR'S PROPERTY, INCLUDING WITHOUT LIMITATION, THE VALUE, ENVIRONMENTAL AND PHYSICAL CONDITION, MERCHANTABILITY, HABITABILITY, MARKETABILITY, PROFITABILITY, SUITABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE, OF GRANTOR'S PROPERTY AND THAT THE GRANTEE HAS RELIED EXCLUSIVELY ON ITS OWN INSPECTION AND INVESTIGATION OF GRANTOR'S PROPERTY IN DECIDING TO ACQUIRE THE RIGHTS GRANTED HEREUNDER. The Easement herein granted is personal to Grantee and may not be sold, transferred, or assigned, except to a municipal corporation, and only with the prior written consent of Grantor, which shall not be unreasonably withheld. The natural drainage pattern of Grantor's property shall be maintained and all previously existing ditches, culverts, fences, roads and driveways, if damaged by Grantee, shall be re-established to the condition existing prior to Grantee's work. Grantee shall maintain at all times while it uses the Easement, including during construction and operations on the Easement Area, commercial liability insurance, issued by an insurer authorized to issue liability insurance in this State, or self-insurance, insuring the Grantor against liability for personal injuries and property damage sustained by any person to the extent caused by the negligence of the Grantee or Grantee's agents or contractors. Grantor covenants that it is the owner of the easement area and has the right, title, and capacity to grant the easement described above. TO HAVE AND TO HOLD THE SAME, together with all the hereditaments and appurtenances thereunto belonging or in anyway appertaining to the said Grantee, forever, for said drainage and utility purposes. A411 - IN WITNESS WHEREOF, the parties have hereunto set their hands this day of �_ 2024. [Signature Pages to Follow] GRANTOR: CenterPoint Energy Resources Corp., d/b/a C i t Energy Minnesota Gas By: Crystal R. Shrader, Manager, Its: Surveying & Right of Way Regional Support, Agent & Attorney -in -Fact STATE OF TEXAS ) ) ss. COUNTY OF HARRIS ) The foregoing instrument was acknowledged before me this jWday of , 2024, by Crystal R. Shrader, Manager of Surveying & Right of Way Regional Support and Agent & Attomey-in-Fact for CenterPoint Energy Resources Corp. d/b/a CenterPoint Energy Minnesota Gas. a.*.,!•:!ro SANDRA ALLEN p"• ''� NOTARY ID 1 1 300 7294 8 • a�' My Commission Expires n•y January 08, 2027 Total Consideration: State Deed Tax Due: None S�jld" CiLuw Notary Public NOTICE IS HEREBY GIVEN that the City of Andover, County of Anoka, State of Minnesota, has accepted on , 2024, the above-described easement in this document. Dated: 2024. CITY OF ANDOVER am THIS INSTRUMENT WAS DRAFTED BY: Berglund, Baumgartner & Glaser, LLC 2140 Fourth Avenue North Anoka, Minnesota 55303 Telephone: (763) 427-8877 EXHIBIT A DESCRIPTION OF PROPOSED TRAIL MAINTENANCE DRAINAGE & UTILITY EASEMENT A perpetual trail maintenance, drainage and utility easement over, under and across that part of the Northwest Quarter of the Southeast Quarter of Section 30, Township 32, Range 24, Anoka County, Minnesota, lying east of the east line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 82, according to the recorded plat thereof, Anoka County, Minnesota, lying south of the south line of DEHN'S 2ND ADDITION, according to the recorded plat thereof, said Anoka County, and lying northwesterly of a line 50.00 feet northwesterly of and parallel with the southwesterly extension of the east line of Lot 2, Block 1, said DEHN'S 2ND ADDITION. L/ _/ 11 Y ♦/ l /h-hY/\/ / SOUTH LINE Of / DEHN'S 2ND ADDITION - x / z /L' 0 Z, Li p= - w0 -T� y I , WPQ / W3 zW ti= 50.00 .y � I e-, •L/ / / IL/L/I I /\// Y •/ L- ./ .i µ, /, . / EAST LINE OF LOT 2, BLOCK 1, -� DEHN'S 2ND ADDITION 0 40 SCALE IN FEET r_---- PROPOSED PERPETUAL L_ --_-J EASEMENT CONTAINING APPROXIMATELY 3,318 SQ. FT. PROPOSED DESCRIPTION: A perpetual trail maintenance, drainage and utility easement over, under and across that part of the Northwest Quarter of the Southeast Quarter of Section 30, Township 32, Range 24, Anoka County, Minnesota, lying east of the east line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 82, according to the recorded plat thereof, Anoka County, Minnesota, lying south of the south line of DEHN'S 2ND ADDITION, according to the recorded plat thereof, said Anoka County, and lying northwesterly of a line 50.00 feet northwesterly of and parallel with the southwesterly extension of the east line of Lot 2, Block 1, said DEHN'S 2ND ADDITION. SURVEYOR'S NOTES: 1. This survey was performed, and the survey map prepared, without benefit of either a title insurance commitment or an attorney's title opinion. The record boundary and easement information (if any) shown hereon is based on information provided by the client. Research of documents affecting title to the property surveyed or adjoining properties has been limited to a cursory review of record information and it is recommended that all title matters affecting this property and survey be reviewed by an attorney or other title professional. 2. Distances are in feet. SURVEYOR'S CERTIFICATION I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. A� 03/06/2024 Andrew Hill Date License Number 57632 ©Bolton & Mark, Inc. 2024, All Rights Reserved N m EASEMENT EXHIBIT NORTHWEST QUARTER OF THE SOUTHEAST QUARTER �14303INCA STREET NORTHWEST, ANDOVER, MINNESOTA 55304 OF SECTION 30, TOWNSHIP 32, RANGE 24, o®BOLTON 7533 SUNWOOD DR NW ANOKA COUNTY, MINNESOTA Z SUITE 206 & M E N K RAMSEY, MN 55303 FOR: CITY OF ANDOVER s (763) 433-2851 JUt$ NUMBLK: UK1.133529 FIELD BOOK: DRAWN BY: FRD ANDOVE .� 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrator FROM: David D. Berkowitz, Director of Public Works/City Engineer SUBJECT: Approve Plans & Specs/Order Ad for Bids/23-12/Crosstown Blvd. NW Trail - Engineering DATE: April 2, 2024 INTRODUCTION The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 23-12, Crosstown Boulevard NW Trail. DISCUSSION Construction of a trail segment along the south side of Crosstown Boulevard NW from Bluebird Street NW to Xeon Street NW is identified in the City's 2024-2028 Capital Improvement for construction in 2024. The starting location of the trail has been changed from Hanson Boulevard NW to Bluebird Street NW due to the proposed J.A. Wedurn/Silvercrest Development which will construct the trail segment from Hanson Boulevard NW to Bluebird Street NW. The planning for this project began in 2022 as staff worked toward securing easements. The subject trail section will be the first section constructed with the subsequent section from Xeon Street NW to Prairie Road to be constructed in the future. The subsequent section is currently in the design phase as this section would cross the BNSF Railroad right-of-way in which approval and a permit is required from BNSF which can take up to several months. Plans and specifications are available in the City Engineer's office for review. BUDGETIMPACT The project is estimated in the 2024-2028 Capital Improvement Plan to be $500,000 which will be funded by the City's Trail Fund and American Rescue Plan Funds. ACTION REQUIRED The City Council is requested to approve final plans and specifications and order advertisement for bids for Project 23-12, Crosstown Boulevard NW Trail. Re%.(:). lly submitted, David D. Berkowitz Attachment: Resolution & Location Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 23-12, CROSSTOWN BOULEVARD NW TRAIL. WHEREAS, pursuant to Resolution No. 008-24. adopted by the City Council on the 16th day of January , 2024, the City Engineer has prepared final plans and specifications for Project No. 23-12.. WHEREAS such final plans and specifications were presented to the City Council for their review on the 2nd day of April , 2024. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the Final Plans and Specifications. BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby direct the City Clerk to seek public bids as required by law, with such bids to be opened electronically and virtually at 11:00am , April 25 2024. MOTION seconded by Council member and adopted by the City Council at a regular meeting this 2nd day of April , 2024 with Council members voting in favor of the resolution, and Council members voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner —City Clerk ' ` A 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 •0 (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrator David Berkowitz, Director of Public or / City EngineerD� FROM: Jason Law, Assistant City Engineer SUBJECT: Award Bid / 24-03, 2024 Crack Sealing / 24-05, 2024 Pavement Markings / 24-07, 2024 Trail Maintenance / 24-10, 2024 Parking Lot Maintenance — Engineering DATE: April 2, 2024 INTRODUCTION The City Council is requested to award the bid for Projects 24-03: 2024 Crack Sealing, 24-05: 2024 Pavement Markings, 24-07: 2024 Trail Maintenance, and 24-10: 2024 Parking Lot Maintenance. The City of Coon Rapids will enter into a contract through the Joint Powers Agreement (JPA) for the North Metro Street Maintenance Consortium. DISCUSSION The projects identified above are important maintenance projects to prolong the life of the pavement infrastructure throughout the City which includes roads, parking lots and trails. The City of Coon Rapids prepared the final plans and specifications and administered the bid opening through the previously approved JPA. Through the JPA the City has the right to accept or reject all or portions of the bid. The contractors listed below submitted the lowest responsible bids (Andover's portion of the project identified). For a complete bid tabulation of all contractor's bids, refer to the attachments. Contractor Andover's Portion Allied Blacktop Co. (Crack Sealing C.P. 24-03 / 24-10) $138,480.00* Si Lines A Lot (Pavement Markings C.P. 24-05) $92,325.00 Allied Blacktop Co. (Fog Sealing C.P. 24-07 / 24-10) $59,554.50** Total $290,359.50 * Includes $135,195.00 for Project 24-03 & $3,285.00 for Project 24-10 ** Includes $42,434.00 for Project 24-07 & $17,120.50 for Project 24-10 BUDGETIMPACT These projects have been identified in the City's 2024-2028 Capital Improvement Plan (CIP) with the Crack Seal funded from the Road & Bridge Fund and Crack Seal and Pavement Seal Fund, Pavement Markings and Trail Maintenance funded from the Road & Bridge Fund, and Parking Lot Maintenance funded from the Building Fund. ACTION REQUIRED The City Council is requested to award the bid for Projects 24-03: 2024 Crack Sealing, 24-05: 2024 Pavement Markings, 24-07: 2024 Trail Maintenance, and 24-10: 2024 Parking Lot Maintenance. The City of Coon Rapids will enter into a contract based upon the JPA for the North Metro Street Maintenance Consortium. pect idly submitted, on aw, P.E. � / Attachments: Resolution`& Bid Tabulations/ CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION ACKNOWLEDGING AND ACCEPTING BIDS FOR THE IMPROVEMENT OF PROJECT NOS. 24-03, 2024 CRACK SEALING / 24-05. 2024 PAVEMENT MARKINGS / 24- 07,2024 TRAIL MAINTENANCE / 24-10,2024 PARKING LOT MAINTENANCE. WHEREAS, pursuant to the Joint Powers Agreement with Coon Rapids, bids were received, opened and tabulated according to law on March 15. 2024 at Coon Rapids City Hall with the low bidder results as follows: Contractor Andover's Portion Allied Blacktop Co. (Crack Sealing C.P. 24-03 / 24-10) $138,480.00* Si Lines A Lot (Pavement Markings C.P. 24-05) $92,325.00 Allied Blacktop Co. (Fog Sealing C.P. 24-07 / 24-10) $59,554.50** Total $290,359.50 * Includes $135,195.00 for Project 24-03 & $3,285.00 for Project 24-10 ** Includes $42,434.00 for Project 24-07 & $17,120.50 for Project 24-10 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby acknowledge and accept the bids as shown to indicate Allied Blacktop Co., Sir Lines A Lot and Allied Blacktop Co. as being the apparent low bidders for their respected projects. BE IT FURTHER RESOLVED TO HEREBY direct the City of Coon Rapids to enter into a contract with Allied Blacktop Co. in the amount of $138,480.00 and Sir Lines A Lot in the amount of $ 92,325.00; and Allied Blacktop Co. in the amount of $ 59.554.50; for construction of the improvements; and direct the City of Coon Rapids to proceed with the project as specified in the project specifications. MOTION seconded by Council member and adopted by the City Council at a regular meeting this 2nd day of April , 2024, with Council members Council members passed. ATTEST: Michelle Hartner — City Clerk voting in favor of the resolution, and voting against, whereupon said resolution was declared CITY OF ANDOVER Sheri Bukkila - Mayor 2024 Street Maintenance Program (#8970743) _ Owner: Coon Rapids MN, City of Solicitor: Coon Rapids MN. City of 03/15/2024 10:00 AM CDT Sir Lines -A -Lot Fahrner Asphalt Sealers, LLC Allied Blacktop Company Asphalt Surface Technologies Corp. Northwest Asphalt& Maintenance Line Item Item Description UofM quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price 'Extension Unit Price 'Extension BID SCHEDULE NO. 1 -SEAL COATING __ Dresser Trap Rock (Base Bid) - Furnish and 1 Install FA -2 Aggregate SY 127 _ _ _ $2._50 $317._50 $1.50 _ $190_.50_ Dresser Trap Rock (Base Bid) - Furnish and 2 Install FA -11/8? SY 88766 $1.54 $136,699.64 $1.50 $133,149.00 3 Furnish and Install CRS -2 Seal Coat Oil GAL _ 16800 _ _ $2.20 $36,960.00 _$3.00 $50,400.00 4 Furnish and Install CRS -2P (Polymer Mod) GAL 10229 $2.25 $23,015.25 $3.30 $33,755.70 Total: - $0.00 $0.00 $196,992.39 $217,495.20 $0.00 BID SCHEDULE NO. SA - SEAL COAT ALTERNATE Granite Alternate - Furnish and Install FA -2 5 Aggregate SY 127 $2.40 $304.80 $1.50 $190-50 Granite Alternate - Furnish and Install FA -1 6 (Modified 1/8?) SY 88766 $1.54 $136,699.64 $1.50 $133,149.00 7 Furnish and Install CRS -2 Seal Coat Oil GAL 16800 $2.20 $36,960.00 $3.00 $50,400.00 8 Furnish and Install CRS -2P (Polymer Mod) GAL 10229 $2.25 $23,015.25 $3.30 $33,755.70 Total: $0.00 $0.00 $196,979.69 $217,495.50 $0.00 BID SCHEDULE NO. 2 - PAVEMENT MARKINGS $37.50 $150,075.00 _ $0.00 $0.00 9 Furnish and Install Street Markings GAL 4002 _ 10 Furnish and Install Parking Lot Markings GAL S6 $160.00 $8,960.00 $0.00 $0.00 11 Furnish and Install Symbol Markings GAL 721 $180.00 $129,780.00 $0.00 $0.00 Total: $288,815.00 $0.00 $OAO $0.00 $0.00 BID SCHEDULE NO. 3 - CRACK SEALING Furnish and Install Street Rout & Seal Crack 12 Sealing LF 383600 $1.45 $556,220.00 $0.55 $210,980.00 $1.55 $594,580.00 $0.58 $222,488.00 Furnish and Install Street Blow & Go Crack 13 Sealing LF 565817 $1.39 $7861 $0.50 $282,908.50 $1.45 $820,434.65 $0.58 $328,173.86 Furnish and Install Trail Rout & Seal Crack 14 Sealing LF 0.00E+00 $1.45 $0.00 $0.00 $0.00 $3.50 $0.00 $0.58 $0.00 Furnish and Install Trail Blow & Go Crack 15 Sealing LF 8600 $1.39 $11,954.00 $0.55 $4,730.00 $2.50 $21,500.00 $0.58 $4,988.00 Total: $0.00 $1,354,659.63 $498,618.50 $1,436,514.65 $555,649.86 $9.79 $109,001.86 $8.00 $89,072.00 BID SCHEDULE NO. 4 - FOG SEALING - STREETS 16 Furnish & Install Street Fog Sealing GAL 11134 Total: $0.00 $0.00 $109,001.86 $89,072.00 $0.00 BID SCHEDULE NO.S - FOG SEALING - TRAILS & PARKING LOTS $4.90 $65,155.30 $9.00 $119,673.00 17 Furnish& Install Trail Fog Sealing GAL 13297 18 Furnish & Install Parking Lot Fog Sealing GAL 5887 $4.85 $28,551.95 $9.00 $52,983.00 1 $0.001 $0.001 $93,707.25 1 $172,656.00 $0.00 Total: 2024 CRACK SEAL (C.P. 24.03) & 2024 PARKING LOT MAINTEANCE (C.P. 24-10) - BID TABULATION Bids opened March 15, 2024 at 10:00 am at City of Coon Rapids 2024 Crack Sealing - COMBINED C.P. 24-03 & 24-10 Pay Item Est. Qua. Units Engineer's Estimate Allied Blacktop Northwest Asphalt & Maintenance Fahrner Asphalt Sealers ASTECH F&I Street Route & Seal Crack Sealing 134,600 LF $ 0.65 $ 87,490.00 $0.55 $ 74,030.00 $0.58 $ 78,068.00 $ 1.45 $ 195,170.00 $1.55 $ 208,630.00 F&I Street Blow & Go Crack Sealing 128,900 LF $ 0.55 $ 70,895.00 $0.50 $ 64,450.00 $0.581 $ 74,762.00 $ 1.39 1 $ 179,171.00 $1.45 $ 186,905.00 Total $ 135,195.00 1 $ 158,385.00 $ 138,480.00 $ 152,830.00 $ 374,341.00 $ 395,535.00 2024 Crack Sealing (C.P. 24-03) Pay Item Est. Quan Units Engineer's Estimate Allied Blacktop Northwest Asphalt & Maintenance Fahrner Asphalt Sealers ASTECH F&I Street Route & Seal Crack Sealing 131,900 LF $ 0.55 $ 72,545.00 $0.55 $ 72,545.00 $0.58 $ 76,502.00 $1.45 $ 191,255.00 $1.55 $ 204,445.00 F&I Street Blow & Go Crack Sealing 125,300 LF $ 0.50 $ 62,650.00 $0.50 $ 62,650.00 $0.58 $ 72,674.00 $1.39 $ 174,167.00 $1.45 $ 181,685.00 Total $1.45 $ 5,220.00 $ 135,195.00 1 $ 135,195.00 1 $ 149,176.00 1 $ 365,422.00 $ 386,130.00 2024 Crack Sealing (C.P. 24-10) (Parking Lot Maintenance) Pay Item Est Quan Units Engineer's Estimate Allied Blacktop Northwest Asphalt & Maintenance Fahrner Asphalt Sealers ASTECH F&I Street Route & Seal Crack Sealing2,700 LF $ 0.55 $ 1,465.00 $0.55 $ 1,485.00 $0.58 $ 1,566.00 $1.45 $ 3,915.00 $1.55 $ 4,185.00 F&I Street Blow & Go Crack Sealing 3,600 LF $ 0.50 $ 1,800.00 $0.50 $ 1,800.00 $0.58 $ 2,088.00 $1.39 $ 5,004.00 $1.45 $ 5,220.00 Total $ 3,285.00 $ 3,285.00 $ 3,654.00 $ 8,919.00 $ 9,405.00 Bid Tabulation 2024 Pavement Markings (City Project 24-05) Bids opened March 15, 2024 at 10:00 am at City of Coon Rapids Item Units Quantity Engineer's Estimate Sir Lines A Lot JUnit Price Cost Unit Price Cost F&I Street Markings Gallons 1,11211 $ 45,850.00 $ 37.50 $ 49,125.00 F&I Street Symbols Gallons 240 $ 150.00 $ 36,000.00 $ 180.00 $ 43,200.00 Totals 1 $ 81,850.00 $ 92,325.00 Bid Tabulation 2024 Trail Maintenance (City Project 23-07) & 2024 Parking Lot Maintenance (City Project 23-10) Bids opened March 15, 2024 10:00 am at City of Coon Rapids BOTH PROJECTS COMBINED Project 24-07 Trail Maintenance ENGINEER'S ESTIMATE Allied Blacktop Co. ENGINEER'S ESTIMATE Allied Blacktop Co. ASTECH ITEM NO. DESCRIPTION UNIT EST. QUAN. Unit Price AMOUNT Unit Price AMOUNT Unit .10 Price AMOUNT 1 F&I Trail Fog Sealing Gal 8,660 $5.95 $51,527.00 $4.90 $42,434.00 $9.00 $77,940.0 2 F&I Parking Lot Fog Sealing Gal 3,530 $6.25 $22,062.50 $4.85 $17,120-50 $9.00 $31,770.0 Total 12,190 $73,589.50,$59,554.50,$109,710.0 Project 24-07 Trail Maintenance Project 24-10 Parking Lot Maintenance ENGINEER'S ESTIMATE Allied Blacktop Co. ASTECH ITEM DESCRIPTION UNIT NO. EST. Unit QUAN. Price AMOUNT Unit Price AMOUNT Unit Price AMOUNT 1 F&I Trail Fog Sealing I Gal 8,6601 $5.951 $51,527.00 $4.90 $42,434.0 $9001 $77,940.0 Total 8,660 $51,527.00 $42,434.00 $77,940.0 Project 24-10 Parking Lot Maintenance ENGINEER'S ESTIMATE Allied Blacktop Co. ASTECH ITEM DESCRIPTION UNIT NO. I EST. Unit QUAN. I Price AMOUNT Unit Price AMOUNT Unit Price AMOUNT 2 IF&I Parking Lot Fog Sealing I Gal 3,5301 $6.251 $22,062.50 $4.851 $17,120.50 $9.001 $31,770.0 Total 3,530 $22,062.50 $17,120.5 $31,770.0 •t^, A C I T Y '1 �a. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrato 3 David Berkowitz, Director of Publi ks/City Engineer FROM: Jason Law, Assistant City Engineer SUBJECT: Award Bid / 24-16, 2024 Mill & Overlay: Bunker Lake Boulevard Service Road NW f Grouse St. NW & 24-17,2024 Mill & Overlay: Bunker Lake Boulevard Service Road NW (Rose St. NW to Heather St. NW) - Engineering DATE: April 2, 2024 INTRODUCTION The City Council is requested to accept bids and award the contract for Projects 24-16, 2024 Mill & Overlay: Bunker Lake Boulevard Service Road NW / Grouse St. NW & 24-17, 2024 Mill & Overlay: Bunker Lake Boulevard Service Road NW (Rose St. NW to Heather St. NW). DISCUSSION Planned for 2024 is a mill and overlay of Bunker Lake Boulevard Service Road NW / Grouse Street NW between Jay Street NW and Station Parkway NW and Bunker Lake Boulevard Service Road NW between Rose Street NW and Heather Street NW (see attached location maps). The bid opening was held on March 27, 2024. The project is to be awarded based upon the lowest responsible total bid. Please refer to the attached bid tabulation for a breakdown of all bids received. The three lowest bids received are as follows: Contractor C.P. 24-16 C.P. 24-17 Total Bid North Valley, Inc. $143,710.52 $212,121.37 $355,831.89 ASTECH Corp. $146,785.70 $227,683.14 $374,468.84 GMH Asphalt Corporation $144,457.82 $232,293.65 $376,751.47 Engineer's Estimate $154,261.00 $233,416.00 $387,677.00 Feasibility ReportEstimate $169,700.00 $259,800.00 1 $429,500.00 BUDGETIMPACT Project 24-16 - The project will be funded from the City's Road & Bridge Fund with twenty-five percent (25%) of the standard street section total project costs assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy and feasibility report for the project. Project 24-17 - The project will be funded from the City's Road & Bridge Fund with twenty-five percent (25%) of the standard street section total project costs assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy and feasibility report for the project. This is a Municipal State Aid Street (MSAS) and MSA funding will be utilized for the City's proportionate share of the project costs. Mayor and Council Members April 2, 2024 Page 2 of 2 ACTION REQUIRED The City Council is requested to accept bids and award the contract to North Valley, Inc _in the total amount of $355,831.89 for Projects 24-16, 2024 Mill & Overlay: Bunker Lake Boulevard Service Road NW / Grouse St. NW & 24-17, 2024 Mill & Overlay: Bunker Lake Boulevard Service Road NW (Rose St. NW to Heather St. NW). R spectfully ubmitted, Jason ./ Attachments: Resolution, ocation Maps & Bid Tabulation CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE IMPROVEMENT OF PROJECT NOS. 24-16,2024 MILL & OVERLAY: BUNKER LAKE BOULEVARD SERVICE ROAD NW/ GROUSE STREET NW & 24-17,2024 MILL & OVERLAY: BUNKER LAKE BOULEVARD SERVICE ROAD NW (ROSE STREET NW TO HEATHER STREET NW) . WHEREAS, pursuant to advertisement for bids as set out in Council Resolution No. 030-24 dated March 4, 2024, bids were received, opened, and tabulated according to lawwith results of the three lowest bidders as follows: Contractor C.P. 24-16 C.P. 24-17 Total Bid North Valley, Inc. $143,710.52 $212,121.37 $355,831.89 ASTECH Corp. $146,785.70 $227,683.14 $374,468.84 GMH Asphalt Corporation $144,457.82 $232,293.65 $376,751.47 Engineer's Estimate $154,261.00 $233,416.00 $387,677.00 Feasibility Report Estimate 1 $169,700.00 $259,800.00 $429,500.00 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby accept the bids as shown to indicate North Valley. Inc. as being the apparent low bidder. BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter into a contract with North Valley, Inc. in the amount of $355,831.89 for construction of the improvements; and direct the City Clerk to return to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next two lowest bidders shall be retained until the contract has been executed and bond requirements met. MOTION seconded by Council member and adopted by the City Council at a regular meeting this 2nd day of April , 2024 , with Council members of the resolution, and Council members against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — City Clerk voting in favor voting CAPITAL IMPROVEMENT PLAN I PROJECT NAME: MILL & OVERLAY LOCATION: BLB SERVICE RD/GROUSE ST FROM JAY ST TO STATION PARKWAY i38TFl-AVE-� � Q � BUNKER LAKE BLVD 2116 (2024) [t �.�_ 134TLN H-- AVE 0 210 420 Feat I t I iiio mm a axmal kr �aaam namoa vM wm nwNn9m�a�+wa me ears. me cM daiavcaoa ra max rlam tlet Ue kaN2c e� rtpcW Oue 1xa1n��:: mncrox ux cMam.rcc ro iawYq b>ry eros a xamo� Haan. n:latslwwi�plo� Iw�lero�m�mlovna� 134TH LN Q Project Location 0 Parcel Boundary Project Limits Q City Limits Assessed Parcels (Proposed) 4a KDDb 0 Incor orated 1974 EXHIBIT I CAPITAL IMPROVEMENT PLAN PROJECT NAME: MUNICIPAL STATE AID ROUTES / MILL & OVERLAY LOCATION: BUNKER LAKE BLVD SERVICE RD FROM HEATHER ST TO ROSE ST -1 p- -_. 139TH LN — ✓ _I J Iy - 1 I T; Ther -i T� 1- TI i CT N IF al 1134801r 39501 3922 Io\I 0 255 510 F,0 11YsnW klnbgMbrtleai¢ p.w$a+r wn �wwn u+a•W,.� a me aan. >'re ay a wawv me rot � aam mime nm.sagmee rtpewtme bMlm; meaae mc4 e,.�s ro �Yba/H bmswaasb¢IVM. BUNKER LAKE BLVD 3160 3193 3136 3129 311. � IOEi F19 Q Project Location 0 Parcel Boundary Project Limits Q City Limits Assessed Parcels (Proposed) 24-17 (2024) r.- "N I T Y O WF ND Incor orated 1974 EXHIBIT l I98 3038 30 r.- "N I T Y O WF ND Incor orated 1974 EXHIBIT l 8888888888.oe 8, 8,&888888888 «,ems mx�88$9 �8A8»88Sx r8 5888888888&8888888&8R3" :n S�AS��NroN88�a:,H $„ o8888S88'880oo888S8888888,88.e8$ = �ams,8"sssssaasaas8,ss$8sss x �g 888888$88888$0:88'"88888R,�o R,o� �.6 B,,N e$S�s8888888�888s88s888m5e«" m� _ 'o'o 1axnx 1Y, I 14 1 L q= BS,�$,$cm'oco oo oo $8$88,8 $8a8'w oa �$ou B, S,mBm e 8mmaog8n588887 hm agaN aSFi'nnme Vw $mnnsn$m8$m$88$$888on�$8mm�ba" <v »x nanssnnx'xem�«tt�««5«»« �� SR $seas,ss,$$asonrve,_s$$$$$$aamse.mn n$ePmnn�mu.o 666 $gin«$mm wg `888 5888$88' 88888588888��" fr RS88�888858��mx�R:,��m8«�8558mn AA A— Y _ �nxx�;«nN!gh naP�a<'n r'»»apex "�nx g 8,8,8888888888888888$88888888888 y8 8Qr»�eeBN.oa»m8eon"_»R"« 88$88R6N6 .8_8x Es" " kd '888888888'88888888888888 88 �€ 8M - -$5» ee8 o.--1, » 885 we ITTITd v N28E.v'c .gip HN eeF eI ¢'a ". Ew p`E -S i r_Sa¢' ^a d'" fim QE[w"ei3�du`au rea= Ua@eE:�Yi�9wbOi -`uZCu.rc¢yiy'ymy r -n -'o �6 U�'Ef cv $SUVFN�uKiw u�ia $NSgg8r8rrvn»»»»N vp e �b =F 9R�pN C I T,,bly ANLbD , A 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWWANOVERMN.GOV TO: Mayor and Council Members � CC: Jim Dickinson, City Administrator David Berkowitz, Director of Public FROM: Jason Law, Assistant City Engineer SUBJECT: Award Bid / 24-08, 2024 Curb, Sidwalk & Ped Ramp Repairs / 24-11, 2024 Full Depth Reclamation / 24-14, Hills of Bunker Lake West Park Parking Lot Reconstruction & 24-15, 2024 Mill & Overlay (Bunker Lake Village) - Engineering DATE: April 2, 2024 INTRODUCTION The City Council is requested to accept bids and award the contract for Projects 24-08, 2024 Curb, Sidwalk & Ped Ramp Repairs / 24-11, 2024 Full Depth Reclamation / 24-14, Hills of Bunker Lake West Park Parking Lot Reconstruction & 24-15, 2024 Mill & Overlay (Bunker Lake Village). DISCUSSION ' Identified in the City's 2024-2028 Capital Improvement Plan is a full depth reclamation for streets in the Hills of Bunker Lake 1" — 4`h Additions, as well as four cul-de-sacs in The Meadows of Round Lake (see attached location maps). City Project 24-14 includes installing concrete curb and gutter, storm sewer, and paving the existing gravel parking lot in the Hills of Bunker Lake West park. The bid opening was held on March 27, 2024. The project is to be awarded based upon the lowest responsible total bid. Please refer to the attached bid tabulation for a breakdown of all bids received. The three lowest bids received are as follows: Contractor C.P. 24-08 C.P. 24-11 C.P. 24-14 C.P. 24-15 Total Bid North Valley, Inc. $92,157.14 $2,035,404.10 $75,368.17 $103,299.08 $2,306,228.49 Northwest $86,674.16 $2,219,543.65 $111,235.06 $121,376.05 $2,538,828.92 ASTECH, Corp. $99,126.90 $2,357,270.05 $99,801.25 $118,459.50 $2,674,657.70 Engineer's Estimate $92,567.00 $2,265,864.50 $102,630.00 $115,718.50 $2,576,780.00 Feas. Report Estimate 1 $2,598,000.00 $131,000.00 BUDGETIMPACT City Projects 24-11 and 24-15 will be funded from the Road & Bridge Fund with twenty-five percent (25%) of the total project costs for the roadway improvements assessed to the benefiting properties as identified in the feasibility report for each project and as identified in the City's Roadway Reconstruction Assessment Policy. City Project 24-08 will be funded from the Road and Bridge Fund. City Project 24-14 will be funded from Park Dedication funds. Mayor and Council Members April 2, 2024 Page 2 of 2 ACTION REQUIRED The City Council is requested to accept bids and award the contract to North Valley, Inc. in the total amount of $2,306,228.49 for Projects 24-08, 2024 Curb, Sidwalk & Ped Ramp Repairs / 24-11, 2024 Full Depth Reclamation / 24-14, Hills of Bunker Lake West Park Parking Lot Reconstruction & 24-15, 2024 Mill & Overlay (Bunker Lake Village). Respectfully submitted, Jason J. Law, P.E. Attachments: Resolution, ocation Map &s Bid Tabulation CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE IMPROVEMENT OF PROJECT NOS. 24-08,2024 CURB,SIDWALK & PED RAMP REPAIRS /24-11, 2024 FULL DEPTH RECLAMATION /24-14. HILLS OF BUNKER WHEREAS, pursuant to advertisement for bids as set out in Council Resolution No. 029-24 dated March 4, 2024, bids were received, opened, and tabulated according to law with results of the three lowest bidders as follows: Contractor C.P. 24-08 C.P. 24-11 C.P. 24-14 C.P. 24-15 Total Bid North Valley, Inc. $92,157.14 $2,035,404.10 $75,368.17 $103,299.08 $2,306,228.49 Northwest $86,674.16 $2,219,543.65 $111,235.06 $121,376.05 $2,538,828.92 ASTECH, Corp. $99,126.90 $2,357,270.05 $99,801.25 $118,459.50 $2,674,657.70 Engineer's Estimate $92,567.00 $2,265,864.50 $102,630.00 $115,718.50 $2,576,780.00 Feas. Report Estimate - $Z598,000.00 $131,000.00 1 - NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby accept the bids as shown to indicate North Valley. Inc. as being the apparent low bidder. BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter into a contract with North Valley. Inc. in the amount of $2,306,228.49 for construction of the improvements; and direct the City Clerk to return to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next two lowest bidders shall be retained until the contract has been executed and bond requirements met. MOTION seconded by Council member and adopted by the City Council at a regular meeting this 2"d day of April , 2024 , with Council members of the resolution, and Council members against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — City Clerk voting in favor voting CAPITAL IMPROVEMENT PLAN PROJECT NAME: STREET FULL DEPTH RECLAMATION LOCATION: HILLS OF BUNKER LAKE, 2ND, 3RD, AND 4TH ADDITION 7 - '� n 1492 _ Z50 S2 13838 1: O1382 1458 99 Z 13819 13814 43 03 145 13802 1W 43 9. O 19)0 - 1460 9 4 42 14 1425 1430 -� y 1426 _ u i k: Anokq County G 0 315 650 Feet T,5 my k Flamm b:efw,[e WmosS �cM a mWew�>� aW: i,wed ,, ux. a or Wo Vn es U,: N:Iws Wa'k4g1%ot41�NV:�N:N1UINlap 13963 11949 13935 139)7 13919 13907 13893 LAKE BLVD Y1 y orAndct & Q Project Location 0 Parcel Boundary Project Limits Q city Limits Assessed Parcels (Proposed) o.x e.A=.rm: 1v+nov 11:w.w po'I- 1os1 II 13939 i171,ih�� 1399s Y.7 1377) T 3 U 4 NDOVER Incor orated 1974 EXHIBIT 1 CAPITAL IMPROVEMENT PLAN PROJECT NAME: STREET FULL DEPTH RECLAMATION LOCATION: MEADOWS OF ROUND LAKE a (2024) 144TT6 SN a u: --147THA\ 1, 0 185 370 Feel I I I \\irs Veln¢MN brtham[e I 146TH LN I i i„aam. me cay d wwwo- aaa mtmva I ,N.n Na\ tla Ma\ura trne\ee reR�me wu\x.n: Caebe \M crtY.K...m m I ILY\AMybanY o-msaanlulas Fn W. PoM: M:\GIS\WaiFingl4m�t[ts\EplmesYgIGIMIs{a\3033\G1✓ �1J.Ip+f x lv a II 145TH LN 145T5TH I . _ CAPITAL IMPROVEMENT PLAN PROJECT NAME: STREET FULL DEPTH RECLAMATION LOCATION: MEADOWS OF ROUND LAKE a (2024) 5 Q Project Location Parcel Boundary` I�O� Project Limits Q City Limits Incor orated 1974 Assessed Parcels (Proposed) EXHIBIT 21 wa eyneea: +w�4�ov ii:xa av 144TT6 SN a 0 185 370 Feel I I I \\irs Veln¢MN brtham[e i+�mo.� wM wm\ ndw�re oaaamxv a i„aam. me cay d wwwo- aaa mtmva ,N.n Na\ tla Ma\ura trne\ee reR�me wu\x.n: Caebe \M crtY.K...m m ILY\AMybanY o-msaanlulas Fn W. PoM: M:\GIS\WaiFingl4m�t[ts\EplmesYgIGIMIs{a\3033\G1✓ �1J.Ip+f 5 Q Project Location Parcel Boundary` I�O� Project Limits Q City Limits Incor orated 1974 Assessed Parcels (Proposed) EXHIBIT 21 wa eyneea: +w�4�ov ii:xa av 0 115 230 Feet l�ls mxp k FIaWE lasUeai¢ wmefe+uM' MMrtWpnq ��•aY a u a esa. me ar a xmw aoa � mae [NT euttic RZIV6Eryklel RpCbRbue kulbk; tlleGae ee Qy �nrs ro IWYq'N arymvz vmWbs Melfi. CAPITAL IMPROVEMENT PLAN PROJECT NAME: PARKING LOT PAVING LOCATION: HILLS OF BUNKER LAKE WEST PARK Q Project Location Parcel Boundary Q City Omits 13M H W (2024) 0 .N IV F Incorporated 1974 ne Andover GIS N CAPITAL IMPROVEMENT PLAN (2024) PROJECT NAME: MILL & OVERLAY LOCATION: BUNKER LAKE VILLAGE Coon -- Geek I y ' r 19031 1902 � 1401] 1402] 19019 J 14016 M i 14013 • � 9019 19011 _ i In 19010 } Zr. 1900] p Q 9008 �T 2 U 14005 04 L E . _ 190 19003 C II { T 19002 � . 13998 13996 \ �� 14001 13992 9; 13990 / Q, -139 ., 3AY ST LN — 13978 l .. 13974 13911 13964 /3 13960 396 .. _ 13956 1 ! � ✓ . - R " 13952 U ♦ 19b / / 'U 13999- 13992 13910 13991 V 1�, /\ 13932 13933 3925 _ 13930 13915 I - s [W co n r, Gry ot(InGovrx a 0 162.5 325 Feat I 1 I Q Project Location Parcel Boundary c t r If o f Project Limits Q City Limits Incorporated 1974 mMtln`tlr fuOre ErylUM rtpe;a96ue ® Assessed Parcels (Proposed) EXHIBIT 1 �maeaaa� M:ILf5lNbklgl �K+glneerrvg\QiW�RVa131Qf_Z01J. K/r WttEWv4N: 10/IN301311:19 M1 S 'a S u b V og V 2�Zjr U - C�F� Oe�^ =�'S�u rv6Nm 2024 Full Depth Reclaim 12024 Mill & Overlay/ 2024 Curb Repaint/ HOBL West Parking Lot Recon (ri9005018) Owner: Andover MN, City of Solicitor: Andover MN, City of Bid Opening: 03/27/2024 11:00 AM CDT BID TABULATION C.P. 24.11: 2024 Full De th Reclamation Engines Estimate North Valley. Inc. Northwest ASTECH Corp. GMH Asphalt Corporation Park Construction Company Knife River orporation Bituminous Roadwa s Inc. Line Item Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unh Price Extension 1 2021.501 Mobilization LS 1 $95000.00 $95000.00 $58197.72 $59197.72 $96715.65 $96715.65 $58000.00 $58000.00 $117750.00 $117,750.00 $139700.00 $139700.00 $100000.00 $100,000.00 $65000.00 $65000.00 2 2104.502 Salvage CastinStorm EA 36 $175.00 $6,300.00 $161.97 $5,830.92 $120.00 $4320.00 $253.00 $9108.00 $307.00 $11052.00 $235.00 $8,460.00 $400.00 $14400.00 $285.00 $10260.00 3 2104.503 Remove Curb & Gutter LF 2720 $9.00 $24.480.00 $8.09 $22,004.80 $14.05 $38,216.00 $8.69 $23,636.80 $6.30 $22,576.00 $10.30 $28,016.00 $8.43 $22,929.60 $11.00 $28,920.00 4 2104.503 Sawing Concrete Pavement Full Depth) LF 450 $5.00 $2250.00 $4.86 $2,187.00 $6.00 $2,700.00 $4.00 $7800.00 $6.35 $2857.50 $5.60 $2,520.00 $5.50 $2475.00 $4.50 $2,025.00 5 2104.503 Sawing Bit Pavement Full Depth) LF 3450 $2.50 $8625.00 $0.01 $34.50 $3.50 $12,075.00 $3.00 $10,350.00 $2.13 $7,348.50 $1.90 $6555.00 $1.85 $6382.50 $2.25 $7762.50 8 2104.518 Remove Concrete Pavement SF 4400 $2.50 $11,000.00 $1.35 $5,940.00 $2.90 $12,760.00 $1.87$8,228.00 $2457.00 $1.25 $5,500.00 $1.35 $5,940.00 $1.34 $5,896.00 $2.75 $12,100.00 7 2104.518 Remove Bituminous Pavement SF 10550 $1.00 $10,550.00 $0.01 $105.50 $1.10 $11605.00 $1.21 $12765.50 $0.70 $7385.00 $1.15 $12,132.50 $0.91 $9600.50 $2.25 $23,737.50 8 2104.602 Salvage and Reinstall Mailbox EA 435 $215.00 $93,525.00 $0.01 $4.35 $215.00 $93,525.00 $225.50 $98,092.50 $216.00 $93,960.00 $209.00 $90,915.00 $205.00 $89,175.00 $210.00 $91,350.00 9 2104.618 Salvage Brick Driveway Pavers SF 60 $5.00 $300.00 $16.20 $972.00 $14.50 $870.00 $16.50 $990.00 $9.50 $570.00 $48.50 $2,910.00 $20.00 $1,200.00 1 $9.20 $552.00 10 2105.607 Common Excavation E CY 30 $40.00 $1,200.00 $32.39 $971.70 $58.50 $1.755.00 $51.70 $1,551.00 $65.00 $1,950.00 $58.90 $1,767.00 $178.60 $5,358.00 $73.00 $2190.00 11 2105.607 Su rade Excavation E CY 1 120 1 $25.00 $3,000.00 $32.39 $3886.80 $58.50 $7020.00 $51.70 $6204.00 $39.40 $4728.00 $38.00 1 $4,560.00 $58.60 $7032.00 $73.00 $8,760.00 12 2105.607 Salvage Reclaim Material L CY 8560 1 $10.50 $89860.00 $12.27 $105031.20 $13.88 $118812.80 $15.40 $131,824.00 $0.01 $65.80 $18.00 $162640.00 $19.00 $162640.00 $32.00 $273,820.00 13 2105.607 Select Granular BorrowL CV 180 $18.00 $2880.00 $0.01 $1.60 $42.10 $6736.00 $22.00 $3,520.00 $0.01 $1.60 $27.00 $4,320.00 $44.70 $7,152.00 $40.00 $6400.00 14 2112.519 Su rade Preparation RDST 225 $235.00 $52,875.00 $176.35 $39,678.75 $295.00 $66375.00 $385.00 $86625.00 $180.00 $40500.00 $192.00 $43,200.00 $275.00 $61,875.00 $450.00 $101250.00 15 2130.523 Water MGAL 200 $50.00 $10000.00 $45.35 $8070.00 $40.00 $8,000.00 $49.50 $9900.00 $69.40 $13880.00 $54.70 $10940.00 $29.79 $5958.00 $58.00 $11600.00 16 2211.508 Aggregate Base Class 5 TN 50 $22.00 $1 100.00 $0.01 $0.50 $26.92 $1,346.00 $44.00 $2,200.00 $0.01 $0.50 $15.60 $780.00 $60.00 $3,000.00 $30.00 $1,500.00 17 2215.504 Full Depth Reclamation SV 74690 $1.10 $82159.00 $0.86 $64233.40 $0.72 $53776.80 $1.06 $79,171.40 $2.40 $179,256.00 $0.75 $56017.50 $1.35 $100831.50 $2.00 $149380.00 18 2232.504 Mill Bituminous Surface 1.5" SY 390 $15.00 $5,850.00 $10.80 $4212.00 $1.43 $557.70 $8.80 $3432.00 $6.50 $2535.00 $6.15 $2398.50 $13.00 $5,070.00 $31.00 $12090.00 19 2357.506 Bituminous Material For Tack Coat Gal 4490 $3.00 $13,470.00 $0.01 $44.90 $4.25 $19.082.50 $2.80 $12.572.00 $4.00 $17 960.00 $0.01 $44.90 $2.50 1 $11,225.00 $0.01 $44.90 20 2360.509 Type SP 9.5 Weaning Course Mix 2,C TN 7400 $87.00 $643,800.00 $87.27 $645.798.00 $85.96 $636.104.00 $90.95 $673,030.00 $92.05 $681.170.00 $87.80 $649,720.00 $90.00 1 $666.000.00 $85.00 1 $629,000.00 21 2360.509 Type SP 9.5 Wearing Course Mix 26-Drivewas TN 110 $200.00 $22,000.00 $153.44 $16,878.40M'8 25 $17407.50 $159.50 $17545.00 $179.00 $19690.00 $219.00 $24,090.00 $145.00 $15,950.00 $150.00 $16500.00 22 2360.509 T SP 12.5 WearingCourse Mixture 2,C TN 7400 $82.00 $606,800.00 $82.45 $610130.0030 $609,020.00 $86.13 $637362.00 $88.25 $653050.00 $82.40 $609760.00 $91.00 $673400.00 $85.00 $629,000.00 23 2360.509 Type SP 12.5 Bit Mixture for Patching2,C TN 60 $225.00 $13.500.00 $188.97 $11,338.2030 $9,738.00 $172.70 $10,362.00 $0.01 $0.60 $166.00 $9,960.00 $200.00 $12,000.00 $180.00 $10,600.00 24 2504.602 Adjust Valve Boz EA 51 $500.00 $25500.00 $502.36 $25620.3600 $21,012.00 $440.00 $22,440.00 $963.00 $49113.00 $464.00 $23664.00 $300.00 $15300.00 $375.00 $19,125.00 25 2504.602 Adjust Valve Box - F&I New Valve Box To EA 12 $750.00 $9,000.00 $715.32 $8,583.8400 $6 180.00 $680.00 $7,920.00 $1,142.00 $13,704.00 $555.00 $6,680.00 $600.00 $7,200.00 $550.00 $6,600.00 26 2504.602 IrrigationS tem Modifications FA 80 $185.00 $13200.00 $134.98 $10798.4000 $10240.00 $247.50 $19800.00 $153.00 $12240.00 $131.00 $10,480.00 $160.00 $12,800.00 $150.00 $12,000.00 27 2506.502 Adjust Freme&Rin Castro EA 98 $1,100.00 $107800.00 $1,023.29 $100282.4200 $63210.00 $1067.00 $104,586.00 $1449.00 $142002.00 $1,130.00 $110740.00 $975.92 $95640.18 $950.00 $93100.00 28 2506.502 Castro Assembly -Sanity EA 4 $1400.00 $5,800.00 $1572.62 $6290.4800 $4384.00 $1,320.00 $5280.00 $502.00 $2,008.00 $1420.00 $5,680.00 $1110.00 $4,440.00 $1500.00 $6000.00 29 2506.502 Castro Assembly -Storm EA 5 $1,000.00 $5,000.00 $876.06 $4,380.30.00 $3,680.00 $1,540.00 $7700.00 $729.00 $3645.00 $1,420.00 $7100.00 $990.00 $4950.00 $1,400.00 $7,000.00 30 2506.502 Install Castin -Storm EA 36 $180.00 $6840.00 $161.97 $5830.92.00 $15696.00 $660.00 $23760.00 $238.00 $6568.00 $651.00 $30636.00 $150.00 $5400.00 $950.00 $34,200.0031 2506.602 Mud Existin Castro Rin s EA 37 $225.00E$43875 5.00 $217.33 $8041.21.00 $3,774.00 $149.60 $5535.20 $285.00 $10545.00 $177.00 $6549.00 $319.46 $11820.02 $200.00 $7400.00 32 2506.602 Mud Doghouse EA 10 $400.000.00 $311.25 $3112.50 $86.00 $860.00 $220.00 $2,200.00 $401.00 $4,010.00 $186.00 $1,860.00 $480.00 $4,800.00 $320.42 $3204.20 33 2506.807 Fill Catch Basin Sum CY 50 $475.000.00 $573.35 $28,667.50 $418.00 $20900.00 $508.20 $25410.00 $475.00 $23750.00 $589.00 $29450.00 $528.00 $26,400.00 $920.00 $46,000.00 34 2521.618 6" Concrete Walk - Special SF 160 $17.000.00 $15.82 $2,531.20 $23.05 $3,688.00 $20.57 $3291.20 $16.45 $2632.00 $14.90 $2384.00 $18.64 $2982.40 $18.00 $2,880.00 35 2531.503 Concrete Curb and Gutter Surmountable LF 2720 $35.000.00 $34.82 $94710.40 $33.92 $82,262.40 $33.00 $89,760.00 $34.95 $95,064.00 $36.80 $100096.00 $30.06 $81,763.20 $34.00 $92480.00 36 2531.504 6" Concrete DrivewayPavement BY 300 $80.000.00 $88.01 $26.403.00 $90.41 $27,123.00 $84.15 $25,245.00 $86.00 $25,800.00 $85.20 $25 560.00 $76.45 $22,935.00 $90.00 $27,000.00 37 2531.602 Clean and Patch Concrete Curb & Gutter Joint EA 675 $65.00.00 $37.79 $25508.25 $52.00 $35100.00 $54.01 $36 456.75 $36.95 $24,941.25 $35.70 $24,087.50 $49.07 $33,122.25 $37.00 $24 975.00 38 2531.602 Saw and Seal Concrete Curb & Gutter EA 85 $30.00.00 $43.19 $3671.15 $27.00 $2 295.00 $27.50 $2 337.50 $42.20 $3 587.00 $40.80 $3,466.00 $24.70 $2,099.50 $42.00 $3,570.00 39 2531.604 8" Concrete Valle Gutter SY 80 $100.00.00 $132.76 $10,62080 $129.32 $10,345.60 $144.10 $11528.00 $130.00 $10400.00 $125.00 $10 000.00 $130.66 $10 45280 $129.00 $10 320.00 40 2531.618 Truncated Domes SF 20 $60.000.00 $75.59 $1,511.80 $55.00 $1,100400 $44.00 $880.00 $73.85 $1,477.00 $71.40 $1,428.00 $39.69 $793.80 $74.00 $1 480.00 41 2540.818 Install Blick Pavers SF 60 $25.00 $1,500.00 $16.20 $972.00 $26.00 $1 560.00 $27.50 $1 650.00 $19.00 $1 140.00 $60.70 $3,642.00 $20.00 $1,200.00 $19.00 $1,140.00 42 2563.601 Traffic Control LS 1 $6,500.00 $6500.00 $3239.45 $3239.45 $5850.00 $5,850.00 $3300.00 $3,300.00 $3165.00 $3165.00 $6,070.00 $6070.00 $8,500.00 $8500.00 $7,000.00 $7000.00 43 2573.502 Stone Drain Inlet Protection EA 85 $170.00 $14.450.00 $134.98 $11 473.30 $165.00 $14 025.00 $198.00 $16,830.00 $183.00 $15,555.00 $196.00 $16,660.00 $145.00 $12,325.00 $0.01 $0.85 44 2573.503 Sediment Control Lon Type Wood Chip LF 75 $5.50 $412.50 $3.78 $283.50 $4.00 $300.00 $3.30 $247.50 $5.05 $378.75 $3.65 $273.75 $5.00 $375.00 $4.10 $307.50 45 2573.607 Rock Ditch Check CY 20 $75.00 $1,500.00 $43.19 $863.80 $62.13 $1242.60 $44.00 $880.00 $65.00 $1,300.00 $549.00 $10880.00 $259.20 $5,184.00 $105.00 $2,100.00 46 2574.507 Loam Topsoil Borrow L CY 284 $62.00 $17608.00 $41.03 $11,652.52 $52.00 $14,768.00 $50.05 $14,214.20 $58.00 $16472.00 $52.30 $14853.20 $44.40 $12609.60 $48.00 $13632.00 47 2575.504 Sodding Type Lawn SV 1430 $22.00 $31,460.00 $19.44 $27799.20 $19.00 $27170.00 $13.75 $19,662.50 $18.90 $27,027.00 $18.80 $26884.00 $25.00 $35,750.00 $16.00 $22680.00 48 2575.504 Rolled Erosion Prevention Category 20 SY 50 $8.00 $400.00 $10.80 $540.00 $10.50 $525.00 $11.00 $550.00 $5.05 $252.50 $10.50 $525.00 $3.10 $155.00 $4.10 $205.00 49 2575.505 Seeding ACRE 0.05 $8,000.00 $400.00 $5,226.40 $261.32 $5082.00 $254.10 $18,700.00 $935.00 $37,817.00 $1890.85 $5060.00 $253.00 $5,000.00 $250.00 $30,500.00 $1,525.00 50 2575.505 WeedSpraying ACRE 0.05 $1500.00 $75.00 $2,613.20 $130.66 $2,500.00 $125.00 $18700.00 1 $935.00 1 $37817.00 $1,890.85 $2530.00 $126.50 $3000.00 $150.00 $30500.00 $1525.00 51 2575.508 Seed Mixture 25-151 LB 10 $7.50 $75.00 $8.64 $86.40 $9.00 $90.00 $7.70 $77.00 $15.15 $151.50 $8.35 $83.50 $10.00 $100.00 $12.50 $125.00 52 2581.601 Protect Po Prefoml Pavement Markin s LS 1 $1500.00 $1500.00 $107.98 $107.98 $1,400.00 $1400.00 $2,640.00 $2,640.00 $0.01 $0.01 $2550.00 $2,550.00 $5500.00 $5,500.00 $2500.00 $2500.00 53 2582.503 18" Solid Line Paint - White LF 60 $8.00 $480.00 $7.18 $430.80 $5.50 $330.00 $5.50 $330.00 $7.00 $420.00 $5.10 $306.00 $5.00 $300.00 $5.10 $306.00 54 2582.518 Pavement Message Paint SF 480 $5.00 $2,400.00 $7.18 $3,446.40 $3.20 $1,536.00 $5.50 $2,640.00 $7.00 $3,360.00 $5.10 $2,446.00 $5.00 $2,400.00 $5.10 $2,448.00 C.P. 24-11: Total 1 $2,265,864.50 $2,035,404.101 1 $2,219,543.66 $2,357,270.Ob $2,390,296.01 $2,362,653.85 $2,417,247.83 $2.548.170.45 C.P. 2415: 2024 Mill and Overly Bunker Lake Village) Engines Estimate North Valley. Inc. Northwest ASTECH Corp. GMH Asphalt Corporation Park Construction Company Knife River orporation Bituminous Roadwa s Inc. Line Item Item Code hem Description UofM Quantity Unit Price I Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price I Extension Unit Price I Extension Unit PriceE$24 n Unit Price Extension 101 2021.501 Mobilization LS 1 $7,500.00 $7.500.00 $11,985.96 $11.985.96 $7.300.00 $7.300.00 $3,850.00 $3,850.00 $250000 $2,500.00 $23,900.00 $23,900.00 $28,000.00.00 $28,000.00 $28,000.00 102 2104.502 Salvage Castro EA 1 $200.00 $200.00 $161.97 $161.97 $120.00 $120.00 $253.00 $253.00 $474.00 $474.00 $235.00 $235.00 $240.00.00 $300.00 $300.00 103 2104.503 Remove Curb & Gutter LF 95 $9.00 $855.00 $9.10 $864.50 $20.46 $1,943.70 $8.69 $825.55 $11.60 $1,102.00 $19.70 $1871.50 $12.63.85 $12.00 $1,140.00 104 2104.503 SawingConcrete Pavement Full Depth)LF 40 $5.00 $200.00 $4.86 $194.40 $6.00 $240.00 $4.00 $160.00 $6.35 $254.00 $5.60 $224.00 $5.50.00 $4.50 $180.00 105 2104.503 Sewin Bit Pavement Full Depth) LF 95 $2.50 $237.50 $3.78 $359.10 $4.00 $380.00 $3.00 $285.00 $2.13 $202.35 $1.90 $160.50 $1.85.75 $2.20 $208.00 106 2104.518 Remove Concrete Pavement SF $30 $2.50 $1575.00 $1.18 $749.70 $3.90 $2457.00 $1.87 $1,178.10 $1.25 $787.50 $1.35 $850.50 $3.81.30 $2.50 $1575.00 107 2104.518 Remove Bituminous Pavement SF 170 $1.00 $170.00 $1.08 $183.60 $6.55 $1,113.50 $1.21 $205.70 $2.00 $340.00 54.95 $841.50 $7.06.20 $2.50 $425.00 108 2105.607 Common Excavation E CY 5 $40.00 $200.00 $53.99 $268.95 $136.00 $680.00 $51.70 $258.50 $100.00 $500.00 $106.00 $530.00 $240.00.00 $70.00 $350.00 109 2211.509 A reate Base Class 5 TN 6 540.00 $240.00 $53.99 $323.94 $85.50 $513.00 $44.00 $264.00 $60.00 $360.00 $56.80 $340.80 $60.000.00 $30.00 $180.00 110 2232.504 Mill Bituminous Surface 1" SY 5760 $1.35 $7,776.00 $1.02 $5875.20 $1.36 $7833.60 $2.09 $12,038.40 $1.50 $8640.00 $1.60 $9,216.00 $3.00 $17,280.00 $2.00 $11520.00 57.506 Bituminous Material For Tack Coat Gal 350 $3.00 $1,050.00 $3.24 $1,134.00 $5.00 $1,750.00 $2.80 $980.00 $5.05 $1,767.50 $0.01 $3.50 $2.50 $875.00 $0.01 $3.50 60.509 Type SP 8.5 WearingCourse Mix 28 TN 570 $87.00 $49590.00 $76.98 $43,867.20 $82.00 $46740.00 $85.58 $48780.60 $84.70 $48279.00 $79.50 $45,315.00 $85.00 $48450.00 $70.00 $39,900.00 80.509 T SP 12.5 Bit Mixture for PatchingTN 10 $225.00 $2.250.00 $188.97 $1,889.70 $268.70 $2,687.00 $159.50 $1.595.00 $0.01 $0.10 $159.00 $1 590.00 $200.00 $2:000 00 $165.00 $1 650.00 Adjust Valve Box EA 2 $350.00 $700.00 $377.94 $755.88 $465.00 $930.00 $440.00 $880.00 $63.65 $127.30 $554.00 $1 108.00 $300.00 $600.00 $450.00 $900.00 04.602 Gate Valve Castin Adjustment EA 3 $500.00 $1,500.00 $161.97 $485.91 $512.00 $1 536.00 $660.00 $1 980.00 $29.75 $89.25 $391.00 $1,173.00 $400.00 $1,200.00 $650.00 $1,950.00 [lE142504.60204.602 04.602 Irriation S stem Motlifications EA 5 $185.00 $825.00 $215.96 $1,079.80 $220.00 $1,100.00 $247.50 $1 237.50 $15300 $765.00 $209.00 $1 045.00 $158.46 $792.30 $150.00 $750.00 06.502 Manhole Castin Adjustment EA 9 $500.00 $4500.00 $269.95 $2429.55 $635.00 $5,715.00 $1056.00 $9,504.00 $232.00 $2088.00 $1,170.00 $10,530.00 $400.00 $3,600.00 $1,700.00 $15300.00 06.502 Castin Assembl -Storm EA 1 $1,000.00 $1000.00 $903.05 $903.05 $526.00 $526.00 $1540.00 $1,540.00 $729.00 $729.00 $1,340.00 $1340.00 $180.00 $180.00 $1,400.00 $1400.00 06.502 Install Castin -Stone EA 1 $250.00 $250.00 $188.97 $188.97 $312.00 $312.00 $860.00 $660.00 $238.00 $238.00 $932.00 $932.00 $150.00 $150.00 $1000.00 $100000 506.602 Mud Ezistin Castin Rin s EA 9 $225.00 $2025.00 $217.33 $1,955.97 $106.00 $954.00 $148.60 $1346.40 $285.00 $2,565.00 $177.00 $159300 $326.87 $2940.03 $200.00$1,800.00 506.602 Mutl Doghouse EA 1 $400.00 $400.00 $313.42 $313.42 $92.00 $92.00 $220.00 $220.00 $401.00 $401.00 $186.00 $186.00 $300.00 $300.00 $320.42 $320.42 122 2506.607 Sidewalk Ped Ramp Re airs Item Description Fill Catch Basin Sump CY 7 $475.00 $3,325.00 $627.95 $4,395.65 $418.00 $2,926.00 $508.20 $3 557.40 $475.00 $3 325.00 $705.00 $4,935.00 $411.43 $2 880.01 $920.00 $8,440.00 123 2521.618 $2,051.66 6" Concrete Walk -S Special SF 450 $17.00 $7,650.00 $15.82 $7,119.00 $21.80 $9810.00 $20.57$9,256.50 $25,000.00 $16.45 $7,402.50 $14.90 $6705.00 $18.64 $8,386.00 $18.00 $8,100.00 124 2531.503 $115.00 Concrete Curb Gutter Surmountable LF 95 $35.00 $3,325.00 $34.82 $3,307.90 $34.97 $3322.15 $35.75 $3,396.25 $35.95 $3,415.25 $37.00 $3,515.00 $32.43 $3,080.85 $8760.00 $15.12 125 2531.504 $6314.50 Drive 6" Concrete DrivePavement SY 20 $80.00 $1,600.00 $88.01 $1,760.20 $94.63 $1,892.60 $84.15 $1,683.00 $86.00 $1,720.00 $83.10 $1.662.00 $76.45 $1,529.00 $34.00 $88.00 $3230.00 $1,760.00 126 2531.602 $4.00 Clean and Patch Concrete Curb & Gutter Joint EA 10 $65.00 $650.00 $37.79 $377.90 $52.00 $520.00 $54.01 $540.10 $36.95 $369.50 $35.70 $357.00 $49.07 $490.70 $37.00 $370.00 127 2531.618 $2,190.00 Truncated Domes SF 48 $60.00 $2,880.00 $75.59 $3,628.32 $55.00 $2640.00 $44.00 $2112.00 $73.85 $3,544.80 $71.40 $3427.20 $39.69 $1,905.12 $74.00 $3,552.00 128 2563.601 $8.00 Traffic Control LS 1 $2,000.00 $2,000.00 $1079.82 $1,079.82 $4,800.00 $4800.00 $1100.00 $1,100.00 $1055.00 $1,055.00 $1,170.00 $1170.00 $3000.00 $3000.00 $2000.00 $2000.00 129 2565.602 $1,600.00 Replace NMC Loop Detector 6'x 6' EA 4 $1,300.00 $5.200.00 $1.08 $4.32 $1,115.00 $4,460.00 $1,028.50 $4,114.00 $2,595.00 $10,380.00 $2,010.00 $8,040.00 $935.00 $3,740.00 $950.00 $3,800.00 130 2573.502 $25.90 Storm Drain Inlet Protection EA 10 $170.00 $1,700.00 $134.98 $1,349.80 $165.00 $1,650.00 $165.00 $1 650.00 $183.00 $1 830.00 $196.00 $1 960.00 $145.00 $1,450.00 $0.01 $0.01 131 2574.507 $4,770.00 Loam Topsoil Bartow L CY 10 $62.00 $620.00 $48.93 $489.30 $69.00 $690.00 $50.05 $500.50 $58.00 $580.00 $68.00 $680.00 $115.20 $1,152.00 $48.00 $0.10 132 2575.504 $1742.70 Soddino Type Lam SY 60 $35.00 $2100.00 $27.00 $1,620.00 $27.00 $1620.00 $13.75 $825.00 $18.90 $1,134.00 $26.20 $1572.00 $25.00 $1,500.00 $16.00 $460.00 $960.00 133 2582.503 $4950.00 4" Solid Line Paint LF 70 $0.50 $35.00 $1.43 $100.10 $1.60 $112.00 $1.10 $77.00 $1.40 $98.00 $1.00 $70.00 $1.00 $70.00 $1.05 $73.50 134 2582.503 $1000.00 $1,400.00 18" Solid Line Paint LF 30 $8.00 $240.00 $7.18 $215.40 $8.40 $252.00 $5.50 $165.00 $7.00 $210.00 $5.10 $153.00 $5.00 $150.00 $5.10 $153.00 135 2582.503 $100.00 24" Solid Line Paint LF 10 $10.00 $100.00 $8.61 $86.10 $13.10 $131.00 $6.60 $66.00 $8.40 $84.00 $6.10 $61.00 $6.00 $60.00 $6.10 $61.00 136 2582.503 215 4" Double Solid Line Paint LF 250 $1.00 $250.00 $1.43 $357.50 $3.15 $787.50 $1.10 1 $275.00 1 $1.40 $350.00 $1.00 $250.00 $7.00 $250.00 $1.05 $262.50 137 2582.516 2563.601 Pavement Message Paint SF 200 $5.00 $1,000.00 $7.18 1 $1,436.00 $4.20 $840.00$5.50 $2750.00 $1,100.00 $7.00 $1,400.00 $5.10 $1,020.00 $5.00 $1,000.00 $5.10 $1,020.00 C.P.2415: Total Storm Drain Inlet Protection EA 26 $185.00 $4.810.00 $115,718.50 $3,509.48 $103,299.08 $4,290.00 5121,376.06 $3,900.00 $118,459.50 $4,758.00 5109,107.05 $5,096.00 5138,882.50 $3,770.00 $144,009.11 $0.26 $141,115.02 C.P. 24-08: Line Item I 2024 Curb Item Code Sidewalk Ped Ramp Re airs Item Description UofM I Quantity Engineer Estimate Unit Price I Extension North Valley, Unit Price Inc. Extension Northwest Unit Price Extension ASTECH Unit Price Corp. Extension GMH Asphalt Corporation Unit Price Extension Park Construction Company Unit Price Extension Knife River Corporation Unit Price I Extension Bituminous Roadways Inc. Unit Price Extension 201 2021.501 Mobilization LS 1 $4.000.00 1 $4,000.00 $2 051.66 $2,051.66 $5,650.00 $5,650.00 $2,000.00 $2,000.00 $2,700.00 $2,700.00 $17,800.00 $17,800.00 $10,000.00 $10,000.00 $25,000.00 $25,000.00 202 2104.502 Salvage Castin EA 26 $250.00 1 $8500.00 $269.95$7,018.70 $1619.73 $115.00 $2990.00 $253.00 $6578.00 $474.00 $12,324.00 $235.00 $6110.00 $369.23 $9599.88 $300.00 $7,800.00 203 2104.503 Remove Curb &Gutter LF 730 $12.00 $8760.00 $15.12 $11,037.60 $8.65 $6314.50 $8.69 $6343.70 $10.50 $7665.00 $11.90 $6687.00 $10.26 $7489.80 $12.00 $8,760.00 204 2104.503 Sawing Concrete Pavement Full Depth) LF 10 $3.00 $30.00 $10.80 $108.00 $6.00 $60.00 $4.00 $40.00 $6.35 $63.50 $5.60 $56.00 $5.50 $5.50 $27.50 $5.00 205 2104.503 Sawing Bit Pavement Full Depth) LF 730 $2.50 $1825.00 $4.86 $3547.80 $4.00 $2920.00 $&00 $2,190.00 $2.13 $1554.90 $1.90 $1,387.00 $1.85 $55.00 $5.00 $50.00 206 2104.518 Remove Concrete Pavement SF 100 $5.00 $500.00 $5.40 $540.00 $7.20 $720.00 $1.87 $187.00 $8.00 $800.00 $4.25 $7.40 $444.00 $1350.50 $2.20 $1606.00 207 2104.518 Remove Bituminous Pavement SF 1280 $2.50 $3,200.00 $1.62 $2,073.60 $3.10 $3968.00 $1.21 $1548.80 $1.25 $1,600.00 $1.15 $425.00 $1472.00 $3.00 $0.94 $300.00 $1,203.20 $5.00 $2.10 $500.00 208 2211.509 Aamer,ahe Base Class 5 TN 30 $30.00 $900.00 $16.20 $486.00 $45.60 $1,368.00 $44.00 $1,320.00 $45.00 $1,350.00 $25.90 $777.00 $60.00 $1,600.00 $3329.95 $2688.00 209 2360.509 Type SP 9.5 Bit Mixture for Patching 2,0 TN 30 $225.00 $6.750.00 $269.95 $8.098.50 $232.55 $6,976.50 $159.50 $4 785.00 $0.01 $0.30 $159.00 $4,770.00 $250.00 $7,500.00 $30.00 $900.00 210 2504.602 Irrigation tem Modifications EA 30 $150.00 $4500.00 $134.98 $4049.40 $131.00 $3,930.00 $247.50 $7425.00 $153.00 $4590.00 $131.00 $3,930.00 $1742.70 $3.87 $165.00 $4 950.00 211 2506.502 Install Casting -Storm EA 26 $250.00 $6,500.00 $188.97 $4,913.22 $312.00 $8,112.00 $660.00 $17160.00 $238.00 $6,186.00 $932.00 $13.00 $165.00 $4950.00 $150.00 $4,500.00 212 2506.502 CastingAssembly-Storm EA 4 $850.00 $3,400.00 $903.06 $3612.24 $526.00 $2104.00 $1540.00 $6,160.00 $729.00 $2916.00 $1,340.00 $24232.00 $5,360.00 $180.00 $1290.00 $4,680.00 $5,160.00 $1000.00 $1,400.00 $28,000.00 $5600.00 213 2521.618 6" Concrete Walk - S Special SF 120 $20.00 $2400.00 $15.82 $1898.40 $23.48 $2,817.60 $20.57 $2468.40 $16.45 $1974.00 $14.90 $1,788.00 $18.64 $2236.80 $18.00 $100.00 214 2531.503 Concrete Curb and Gutter B618 LF 730 $38.00 $27,740.00 $36.93 $26,958.90 $33.98 $24805.40 $38.06$27,783.80 $148.50 $37.05 $27,046.50 $37.10 $27083.00 $34.59 $25,250.70 $36.00 $2,160.00 215 2531.618 Truncated Domes SF 20 $65.00 $1,300.00 $75.59 $1 511.80 $55.00 $1100.00 $44.00 $880.00 $73.85 $1477.00 $71.40 $1,428.00 $39.69 $248.00 $2,976.00 $28,280.00 216 2563.601 Traffifficc Control LS 1 $2000.00 $2,000.00 $2699.54 $2699.54 $1,650.00 $1650.00 $2750.00 $2750.00 $2638.00 $2,638.00 $2040.00 $2040.00 $4,500.00 $793.80 $4,500.00 $74.00 $2,500.00 $1460.00 $2,500.00 217 2573.502 Storm Drain Inlet Protection EA 26 $185.00 $4.810.00 $134.98 $3,509.48 $165.00 $4,290.00 $150.00 $3,900.00 $183.00 $4,758.00 $196.00 $5,096.00 $145.00 $3,770.00 $0.01 $0.26 218 2574.507 Loam Topsoil Borrow L CY 60 $70.00 $420000 $70.19 $4,211.40 $53.00 $3,180.00 $50.05 $3,003.00 $58.00 $3,460.00 $52.30 $3138.00 $56.60 $3,396.00 $48.00 $2,880.00 219 2574.508 Fertilizer Type 3 LB 18 $10.00 $160.00 $2.16 $34.56 $2.10 $33.60 $10.00 $160.00 $2.52 $40.32 $2.10 $33.60 $2.50 $40.00 $2.10 $33.60 220 2575.504 Rolled Erosion Prevention Category 20 BY 250 $10.00 $2500.00 $12.96 $3240.00 $12.60 $3,150.00 $3.30 $825.00 $5.05 $1262.50 $12.60 $3,150.00 $3.10 $775.00 $4.10 $1025.00 221 2575.505 Seedin ACRE - 0.08 $5,000.00 $400.00 $5,226.25 $418.10 $5 082.00 $406.56 $18,700.00 $1 496.00 $37,817.00 $3,025.36 $5 060.00 $404.80 $5,000.00 $400.00 $31 000.00 $2,480.00 222 2575.508 Seed Mixture 25-151 LB 16 $12.00 $192.00 $8.64 $138.24 $8.00 $128.00 $7.70 $123.20 $15.15 $242.40 $8.35 $133.80 $10.00 $160.00 $12.20 $195.20 C.P. 24-08: Total 2531.618 Truncated Domes SF 26 $92,567.00 $1,690.00 $92,157.14 $1.965.34 $86,674.16 $1,430.00 $99,126.90 $1,144.00 $87,695.78 $1 920.10 Il"ll 01.00 $1 856.40 $95,4110.7111$127,366.06 $1,037.94 $74.00 C.P. 2414: Hills of Bunker Lake Parking Lot Reconstruction Engines Estimate North Valley, Inc. Northwest ASTECH Corp. GMH Asphalt Corporation Park Construction Company Knife River Corporation Bhminous Roadways Inc. Line Item item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension 301 2021.501 Mobilization LS 1 $7500.00 $7500.00 $1619.73 $1,619.73 $18866.25 $18866.25 $6,550.00 $6550.00 $4,650.00 $4,650.00 $12300.00 $12300.00 $19,000.00 $19,000.00 $20000.00 $20000.00 302 2104.503 Remove Curb &Gutter LF 50 $9.00 $450.00 $9.10 $455.00 $27.75 $1,387.50 $8.69 $434.50 $16.50 $825.00 $19.00 $950.00 $12.00 $600.00 $12.00 $600.00 303 2104.503 SawingConcrete Pavement Full Depth) LF 5 $5.00 $25.00 $4.86 $24.30 $6.00 $30.00 $4.00 $20.00 $6.35 $31.75 $5.60 $28.00 $5.50 $27.50 $5.00 $25.00 304 2104.503 Sawin Bit Pavement Full Depth) LF 60 $2.50 $150.00 $3.78 $226.80 $4.00 $240.00 $3.00 $180.00 $2.13 $127.80 $1.90 $114.00 $1.85 $111.00 $2.25 $135.00 305 2104.518 Remove Concrete Pavement SF 60 $2.50 $150.00 $2.16 $129.60 $6.20 $372.00 $1.87 $112.20 - $8.00 $480.00 $7.40 $444.00 $4.00 $240.00 $5.00 $300.00 306 2104.518 Remove Bituminous Pavement SF 370 $1.50 $555.00 $1.08 $399.60 $4.90 $1,813.00 $1.21 $447.70 $1.00 $370.00 $1.45 $536.50 $3.24 $1,198.80 $2.00 $740.00 307 2105.607 Common Excavation E CY 65 $40.00 $2600.00 $27.00 $1755.00 $36.00 $2,340.00 $51.70 $3,360.50 $75.00 $4875.00 $36.30 $2,359.50 $51.23 $3329.95 $73.00 $4745.00 308 2105.607 Su rade Excavation E CY 120 $25.00 $3000.00 $36.18 $4,341.60 $32.10 $3,852.00 $51.70 $6204.00 $45.00 $5,400.00 $29.90 $3588.00 $32.40 $3888.00 $43.00 $5,160.00 309 2112.518 Su ratle Preparation BY 942 $15.00 $14130.00 $4.31 $4060.02 $6.30 $5,934.60 $4.95 $4662.90 $3.00 $2826.00 $1.85 $1742.70 $3.87 $3645.54 1 $2.00 $1,884.00 310 2211.607 Place Salvaged Reclaim Material C CY 180 1 $20.00 $3,600.00 1 $5.40 $972.00 1 $14.62 $2631.60 $29.81 $5365.80 $13.50 $2,430.00 $13.00 $2340.00 $33.00 $5,940.00 $23.00 $4140.00 311 2357.506 Bituminous Material For Tack Coat GAL 40 1 $3.00 $120.00 1 $4.32 $172.80 1 $6.00 $240.00 $4.00 $160.00 $12.50 1 $500.00 $3.05 $122.00 $2.50 $100.00 $0.01 $0.40 312 2360.509 Type SP 9.5 Wearing Course Mix 3,C TN 80 $120.00 $9600.00 $98.14 $7,851.201 $159.67 $12,773.60 $150.48 $12038.40 $145.00 $11600.00 $114.00 $9,120.00 $125.00 $10000.00 $100.00 $8,000.00 313 2360.509 T SP 12.5 Wearin Course Mixture 3,C TN 80 $110.00 $8,800.00 $95.58 $7,646.40 $156.92 $12,553.60 $148.50 $11,880.00 $133.35 $10,668.00 $112.00 $8,960.00 $125.00 $10,000.00 $100.00 $8,000.00 314 2503.503 15" RC Pipe Sewer Des 3006 Class V LF 12 $75.00 $900.00 $139.48 $1,673.76 $84.36 $1,012.32 $68.20 $818.40 $102.00 $1,224.00 $137.00 $1,644.00 $248.00 $2,976.00 $81.00 $972.00 315 2503.602 Connect to Existing Pipe Sewer EA 2 $1,200.00 $2400.00 $1143.19 $2286.38 $950.00 $1,900.00 $616.00 $1232.00 $2,300.00 $4600.00 $763.00 $1526.00 $600.00 $1200.00 $1,290.00 $2580.00 316 2506.502 Casting Assembly -Storm EA 2 $850.00 $1700.00 $903.06 $1806.12 $526.00 $1052.00 $1540.00 $3080.00 $729.00 $1458.00 $7340.00 $2680.00 $1,290.00 $2580.00 $1400.00 $2,800.00 317 2506.602 Construct Drainage Structure T 405-08" Dia EA 1 $5 500.00 $5,500.00 $5,328.80 $5,328.80 $4,805.96 $4,805.96 $4,900.50 $4,900.50 $4,674.00 $4,674.00 $4,220.00 $4,220.00 $5,400.00 $5,400.00 $5,660.00 $5,660.00 318 2506.602 Construct Drainage Structure Type 40948" dia EA 1 $4,750.00 $4,750.00 $3,767.18 $3,767.18 $6,458.66 $6,458.68 $4,900.50 $4,900.50 $5,138.00 $5,138.00 $3,190.00 $3,190.00 $5,400.00 $5,400.00 $4,655.00 $4,655.00 319 2521.618 6"Concrete Walk - S cial SF 365 $23.00 $8395.00 $15.82 $5774.30 $21.85 $7,975.25 $20.57 $7,508.05 $17.45 $8369.25 $14.90 1 $5438.50 $18.64 $6803.60 $17.00 $6205.00 320 2531.503 Concrete Cum & Gutter Design B612 LF 285 $32.00 $9,120.00 $31.53 $8,986.05 $27.50 $7,837.50 $26.73 $7.618.05 $32.75 $9,333.75 $33.90 $9.661.50 $24.27 $6,916.95 $31.00 $8 835.00 321 2531.504 91 Concrete DrivewayPavement BY 45 $115.00 $5,175.00 $117.11 $5,269.95 $138.72 $6242.40 $110.00 $4950.00 $114.00 $5130.00 $111.00 $4995.00 $99.43 $4474.35 $126.00 $5670.00 322 2531.618 Truncated Domes SF 26 $65.00 $1,690.00 $75.59 $1.965.34 $55.00 $1,430.00 $44.00 $1,144.00 $73.85 $1 920.10 $71.40 $1 856.40 $39.68 $1,037.94 $74.00 $1 924.00 323 2563.807 Traffic Control LS 1 $1500.00 $7500.00 $863.86 $863.86 $1,200.00 $1,200.00 $680.00 $880.00 $844.00 $844.00 $510.00 $510.00 $2000.00 $2000.00$1,000.00 $1000.00 324 2573.502 Storm Drain Inlet Protection EA 1 $175.00 $175.00 $134.98 $134.98 $200.00 $200.00 $200.00 $200.00 $183.00 $183.00 $195.00 $195.00 $145.00 $145.00 $0.01 $0.01 325 2573.503 Sediment Control Log Type Wood Chip LF 25 $6.00 $150.00 $5.40 $135.00 $5.75 $143.75 $3.30 $82.50 $5.05 $126.25 $5.25 $131.25 $5.00 $125.00 $4.10 $102.50 326 2574.507 Loam Topsoil Borrow L CY 65 $60.00 $3900.00 $48.59 $3158.35 $53.00 $3,445.00 $50.05 $3,253.25 $58.00 $3770.00 $52.30 $3,399.50 $45.00 $2925.00 $48.00 $3120.00 327 2574.508 Fertilizer Type 3 LB 25 $3.00 $75.00 $2.16 $54.00 $2.10 $52.50 $10.00 $250.00$2.52 $63.00 $2.10 $52.50 $2.50 $82.50 $2.10 $52.50 328 2575.504 Rolled Erosion Prevention Category20 SY 175 $8.00 $1,400.00 $8.64 $1 512.00 $8.40 $1 470.00 $3.30 $577.50 $5.05 $883.75 $8.35 $1,461.25 $3.10 $542.50 $4.10 $717.50 329 2575.505 Seeding AC 0.15 $5000.00 $750.00 $5,226.33 $783.95 $5082.00 $762.30 $18700.00 $2805.00 $37817.00 $5672.55 $5060.00 $759.00 $5,000.00 $750.00 $31000.00 $4,650.00 330 2575.505 Weed Spraying AC 0.15 $1,500.00 $225.00 $2.613.20 $391.98 $2 500.00 $375.00 $18 700.00 $2,805.00 $37 817.00 $5 672.55 $2 530.00 $379.50 $3 000.00 $450.00 $31 000.00 $4,650.00 331 2575.506 Seed Mixture 26-151 LB 25 $8.00 $200.00 $5.40 $135.00 $6.00 $150.00 $7.70 $192.50 $15.15 $378.75 $5.25 $131.25 $10.00 $250.00 $12.20 $305.00 332 2575.508 Hydraulic Mulch Matrix LB 375 $8.00 $3000.00 $3.24 $1,215.00 $3.15 $1,181.25 $2.20 $825.00 $3.80 $1,425.00 $3.15 $1,781.25 $5.50 $2062.50 $3.10 $1,162.50 333 2582.503 4" Solid Line Paint LF 285 $3.00 $855.00 $1.43 $407.55 $1.56 $450.30 $1.10 $313.50 $1.40 $399.00 $1.00 $285.00 $1.00 $285.00 $1.02 $290.70 334 2582.518 Pavement Message Paint SF 1 4.5 1 $20.00 1 $90.00 1 $14 .35 $64.58 $12.60 $56.70 $11.00 $49.50 $14.00 $63.00 $10.20 $45.90 $10.00 $45.00 $10.20 $45.90 C.P. 24-14: Total $102,630.00 $75,368.17 $111,235.061 $99,801.26 %704,71'1.50 586,347.50 $104,606.73 $109,127.01 Base Bid Total: $2,576,780.00 $2,306,228.49 $2,538,828.92 $2,674,657.70 $2,691,210.34 $2,707,084.85 $2,761,173.85 $2,925,800.64 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor & Councilmembers CC: Jim Dickinson, City Administrator Dennis Jones, Fire Chief FROM: Jake Griffiths, Associate Planner SUBJECT: Authorize Fire Services Evaluation RFP —Administration DATE: April 2, 2024 DISCUSSION The City of Andover Strategic Plan identifies "evaluate staffing and level of service for Fire, EMS, and Sheriff s Office to provide effective fire and rescue response" as a top priority short- term goal. In response, City staff presented a draft Fire Services Evaluation RFP at the March 26, 2024 City Council Workshop and have since incorporated the Council's feedback into the RFP. This included adding item 5. f. relative to ambulance service to the Scope of Services and making other minor adjustments within the RFP. ACTION REQUESTED The City Council is requested to authorize the Fire Services Evaluation RFP. �spectfully sv�, Jake Griffiths Associate Planner Attachments Fire Services Evaluation RFP Request for Proposals Fire Services Evaluation (DOVE Due: 4:00 p.m., May 17, 2024 Purpose The City of Andover invites qualified firms to submit a proposal for consulting services to prepare a comprehensive service study for the Fire Department. This plan must: • Evaluate the current staffing model and its ability to provide for projected higher service demand in future years. • Evaluate several staffing scenarios including transitioning to a full-time department, a larger fire district, or outsourcing, and maintaining the current model or any other staffing model recommended by the consultants. • Recommend an optimal staffing model for the Fire Department that effectively meets community expectations. Emphasis should be given towards analyzing Andover's unique characteristics, rather than recommending a one -size fits all type approach. • Evaluate the financial impact of staffing changes, including any impact to apparatus or fleet, equipment, facilities, and capital demands. About the Fire Department The City of Andover Fire Department was established in 1977 as a volunteer department when several residents of Andover formed together to respond to fire and emergency calls. The City contracts with the Anoka County Sheriff's Office for law enforcement services. As the City continued to grow between 1977 and 1990, so did the needs of the Fire Department. In 1990, two new fire stations were built to better respond to the City's needs. To date, the City of Andover Fire Department serves approximately 33,000 residents and has three fire stations, 40 paid on-call firefighters, managed by a full time Fire Chief, Deputy Chief, and three Fire Technicians. Fire Station Locations Station #1 — Main Station & Administration Offices 13875 Crosstown Blvd NW Andover, MN 55304 Station #2 16603 Valley Dr NW Andover, MN 55304 Station #3 15929 Crosstown Blvd NW Andover, MN 55304 The department responds to all hazards utilizing a scheduled duty crew program. In 2023 the Department responded to 2,179 calls for service including fire, EMS, hazmat, rescue, public assist, and other miscellaneous calls. The Department is also responsible for Emergency Management in the City of Andover. In 2019 the City of Andover Fire Department was recognized by the Minnesota State Fire Department Association as Fire Department of the Year. Additional details regarding response model, staffing, capital equipment, etc. may be shared with the selected consultant team after contract execution. Scope of Services / Tasks The following is a general description of the tasks to be required of the consultant. A final scope of services will be negotiated and finalized once a consultant is selected. In preparing a proposal, the consultant is free to modify, revise or otherwise amend the list of tasks to best satisfy the requirements of the plan. 1. Identification of current baseline fire department services, service levels and budgets, including response times, ISO rating, staffing, facilities, major equipment, and any other applicable factors (this should be a minor part of the final report and staff will be capable of providing data). 2. Description of impacts of the key findings and other factors (described in the background section above) will have on each of the baseline services identified in Task 1. 3. An analysis of all calls for service including response times for all priority calls for service and review and recommendations for responses to all current and future calls for service based on the impacts of the factors in the demographics section. 4. Define the expectations of service as identified by our community, our employees, and department mission, vision, and values as well as the City Council's vision and goals. This may include new services not currently provided, and expanded, reduced, joint or eliminated services. Include appropriate items that will meet the proposed standards of cover including response times and effective response force. a. Determine community expectations through community engagement, which could include surveys, focus groups, or open houses to be proposed by the consultant. 5. Recommend the optimal staffing model and leadership structure for the Fire Department including providing proposed organization chart(s). a. Consider city demographics, call volume, call structure, response model, and community expectations in identifying the needs of the department. b. Evaluate how leave time, training commitments and programs impact the department's ability to provide core services. c. Evaluate the value of dual role employees. Define the impact of dual roles on response, scheduling, staffing, budget, training, and job confidence and ability. Provide recommendations on the continuation of dual roles, expansion of dual roles and any changes to the department's dual role implementation now and into the future. d. Establish metrics for fixture staffing recommendations. e. Evaluate administration support provided by administrative professionals from other departments and if this support should be expanded or reduced in any future staffing models and the financial and facility impact on any changes. f. Provide a brief analysis of current ambulance services and opportunities for collaboration on ambulance services in the future. g. Provide a detailed analysis of the following staffing models: transitioning to a full-time department; a larger fire district or outsourcing/combining with a neighboring community if mutually beneficial and maintaining the current model or any other staffing model recommended by the consultants. i. Analysis of each scenario should include financial costing, potential staffing challenges, potential service impacts, timelines, or projections for change if applicable, facility and equipment needs. Any future cost or staffing differences, if applicable, would have a long-term impact on any changes made by the department. ii. Any challenges or opportunities, not included in those above, that would impact the decision-making process for City Council. iii. Identification of "trigger -events" that could influence the City's decision relative to staffing models (i.e. when X happens, the City should begin transition to X staffing model, etc.). h. For the recommended scenario, provide a detailed cost analysis, staffing analysis, capital and equipment analysis of any proposed changes and the timelines associated with the changes. 6. Conduct an inventory of the current fleet of apparatus, equipment and facilities and make recommendations regarding apparatus, equipment and facilities inventory and staffing. Provide analysis of any differences per each model/scenario. 7. An analysis of other Fire Department related programs such as Emergency Management, Minnesota State Fire Code enforcement, fire prevention education, conducting fire inspections of new and existing buildings, day care and foster care inspections, building and other plan reviews, burning permits and recreational fires, etc. and recommendations for determining efficiency opportunities, adequate staffing, and performance standards based on current and future service demands. 8. Identification of the barriers to achieving the desired service levels and other potential solutions. 9. Identification of any opportunities to better provide and achieve service goals, if any. 10. Provide recommendations on Fire Department ability to promote an optimal culture, which retains staff and supports the emotional and physical wellbeing of staff. As such, each recommendation should take into consideration how that recommendation might impact culture, retention, and the wellbeing of staff. 11. Provide recommendations on the Fire Department's ability to maintain efficient and effective operations. 12. Presentation of the analysis and recommendations to City Administration, City Council and Department Leadership, and Department, expected to be four (4) separate meetings minimum with a maximum of six (6), if necessary. Guiding Documents A list of relevant plans and developments are linked below, which may be used as reference documents for preparing a proposal. The City may share more documents with the chosen Consultant team after execution of the contract. A. City of Andover 2040 Comprehensive Plan B. City Council Strategic Plan C. Fire Deoartment Mission & Vision Statement D. Annual Budget Inquiries It shall be the responsibility of the proposer to inquire about any portion of the RFP that is not fully understood or is susceptible to more than one (1) interpretation. Written inquiries are required. Oral communications will not be accepted, except to confirm delivery of a proposal or written correspondence. All questions concerning the RFP must reference the page number, section heading, and paragraph. Questions may be submitted via email using "Fire Department RFP" in the subject line. Proposers needing additional submittal, general requirement, or technical information should contact Jake Griffiths, Associate Planner via email at j.griffiths@andovermn.gov. Do not ask other City personnel questions, as information gathered from other sources may not reflect the City's position or interest and could result in disqualification. All inquiries, questions, or clarifications must be submitted not later than April 30, 2024. Those inquiries, questions, or clarifications submitted after this date will not be answered. All inquiries will be responded to within five (5) business days. Inquiries and the City's response will be provided to all known contractors who acquired an RFP. The City reserves the right to contact contractors individually for the purpose of clarifying proposals. Any addenda to this RFP will be issued in writing. No oral statements, explanations, or commitments shall be provided. Contractors must return Confirmation of Receipt of Addenda with their proposals noting receipt of any addendums that may be issued. Projected Timetable of the RFP Process The following is an anticipated general timeline that will be followed regarding proposal submittal and consultant selection. Once a consultant has been selected, the actual schedule will be refined. RFP Event Date Request for Proposals Issued Aril 3, 2024 Deadline to Submit Written Questions Aril 30, 2024 Latest Addendum Issue Date May 3, 2024 Proposals Due 4:00 .m., May 17, 2024 Evaluation of Proposals May 17 — 24, 2024 Consultant Interviews, if necessary June 4, 2024 Staff to Recommend Consultant Team to City Council Anticipated by June 18, 2024 Contract Execution Anticipated by July 1, 2024 It is expected that upon contract execution, the consultant will begin work immediately in a manner consistent with the final work plan developed in cooperation with and approved by the City of Andover. RFP Submittal Requirements Each consultant shall submit one (1) electronic copy which includes ONLY the Technical Proposal (A -F below) and one (1) electronic copy which includes the Technical Proposal and the Cost Proposal (G below). A. Cover Letter/ Statement of Project Understanding and Approach: The cover letter should describe the consultant team's understanding of the project intent and proposed approach to the Fire Department Service Study. Please include: a. A brief description of relevant project experience and skills that demonstrate the consultant team's ability to effectively perform the tasks described in this RFP and deliver high quality deliverables in a timely manner and on budget. b. Business information for contracting purposes, including the business entity which proposes to contract with the City of Andover, its address, and contact person and contact information. B. Consultant / Team Description, Staffing and Capabilities Provide a brief description of the lead firm and any sub -consultants. Provide an organizational chart or similar depicting the staff team assigned to this project and their primary roles. Identify the lead contact for this project and provide related contact information (phone, email). It is expected that the project lead and other primary team members will be actively engaged and accessible throughout the project. Provide brief descriptions of relevant experience of project team members, highlighting past experience where team members (and sub -consultants) worked together. Submit a resume for each project team member that includes: a. Name and title. b. Role on the project and description of primary responsibilities. c. Home office location and contact information. d. List of relevant past projects and/or experience. e. Educational background. f Professional registrations and/or certifications. C. Work Examples and References Provide at least three (3) but no more than five (5) examples of recent, similar studies on which the primary firm has taken and completed. This should: a. Include a brief description of the scope, budget, and completion date for each example project. b. Demonstrate the consultant's team's ability to produce deliverables, which convey information in a clear, concise, and highly graphic manner. c. Briefly describe how the example project is similar or relevant to the City of Andover project. d. Identify lead staff rom the consultant team who worked on each example project and their roles. e. Provide an example project reference for each project including their name, title, email address, and phone number. D. Approach to the Scope of Service Provide a written narrative based on the understanding of the project goals and objectives, including a detailed explanation of the overall approach to be taken to complete the project and a detailed work plan. The work plan must contain a description of each task to be performed, identify the interrelationships among the tasks, clearly identify major review and decision points, and specify the deliverables and work products for each task. The work plan must address, at a minimum, each of the items outlined in this RFP. E. Project Timeline Provide a project schedule that describes timelines for each major project task described in the scope of work. The City desires the project to be completed in six to eight (6-8) months. F. Final Project Deliverables The consultant team is expected to deliver the final project both electronically and in a printed format. It is expected that draft documents will be shared with the City and stakeholders for review from time to time, and these documents should be shared electronically using the client's preferred file sharing method. a. Printed Material. Three (3) copies of the final report should be provided to the City in the following format: i. Spiral -bound book, with individual sections marked by labeled dividers. ii. Printing to be double -sided (back-to-back) in color. iii. 8.5" x 11" paper except for maps, charts or diagrams that maybe on folded 11"x17" paper. b. Electronic Materials. The documents and graphics should be available in digital formats compatible with the City's software. The final products, as well as all presentation materials (i.e. Power Point presentations, maps, graphics, etc.) used throughout the study, shall become property of the City of Andover, who shall have all-inclusive rights for reproduction and distribution. The material may be provided to the City via a secure file sharing website or via USB Flash Drive. G. Cost Proposal and Approach to Budget The cost proposal must only be included on one of the electronic copies and should include: a. A total, not -to exceed, cost for all services; b. Hourly rates and anticipated hours used for key project personnel; c. Costs and each major projects milestone and tasks listed in the scope of services; d. Anticipated reimbursable expenses, such as additional meetings, document printing, materials, etc. e. A statement describing the consultant team's approach to budgeting to avoid cost overruns and how scope or budget changes will be addressed. f A statement describing the consultant team's previous budget performance and experience in meeting budgets. Submission of RFP Proposal Each consultant shall submit one (1) electronic copy of the Technical Proposal and one (1) electronic copy with the Technical Proposal and Cost Proposal no later than 4:00 p.m., May 17, 2024, via email to: Jake Griffiths, Associate Planner .griffiths(a)andovermn. Qov It is the sole responsibility of the consultant to have its proposal delivered to the City before the closing deadline. Late proposals will not be considered. Any proposal may be withdrawn or modified prior to the scheduled deadline for submitting proposals. After the submittal deadline, consultants may not modify, withdraw, or cancel their proposals for a minimum of ninety (90) days following that date. The City reserves the right to reject any or all proposals or parts of proposals, to accept part or all of proposals on the basis of considerations other than lowest cost, and to create a project of lesser or greater expense than described in this RFP or the respondent's reply based on the component prices submitted. The City reserves the right to waive irregularities in the proposal content or to request supplemental information from the proposers. The City is not responsible for any costs incurred by the responding vendor in the preparation of the proposal or for any other cost to the vendor associated with responding to the RFP. No reimbursement will be made by the City for any costs incurred prior to a formal notice to proceed should an award of contract result from this solicitation. This RFP does not obligate the City to award a contract or complete any specific project. The City reserves the right to cancel this solicitation or to change its scope if it is considered to be in the best interest of the City. All design drawings, plans, and proposals submitted in response to this RFP will be retained by the City and not returned. RFP Prouosal Evaluation Criteria If deemed necessary by the City, City staff may choose a number of funis as finalists depending on the number and quality of proposals received. These finalists may be asked to make a thirty (30) minute formal presentation of their proposal and to respond to oral questions from City staff. Finalist firms must refrain from contact with committee members during the final selection process. Please note that the City may choose to forgo the interview process at their discretion. The proposals will be evaluated using, though not exclusively, the following criteria: 1. Company Capability: Does the firm have stability, experience, expertise, and finances to successfully complete the work? Is the firm located in an area that ensures accessibility and timely meetings/connections between the firm and the project team? Does the proposed project firm have the necessary skills and experience to fulfill the requirements of the project? Have they led similar projects successfully? Are the key team members available and committed to doing the work without being pulled off to another project? Does the proposed firm have a proven and consistent pattern of being responsive and focused on customer service? Does the firm have a history of providing a unique analysis for each of its clients versus a one size fits all approach? 2. Relevant Project Experience: Has the firm worked on projects similar in nature? 3. Project Communications: How does the firm handle various communications including meetings and project schedule to keep the job running smoothly? It is expected that nearly all communications on the project will occur digitally (email) and the firm/team must have a proven history of supporting this expectation. 4. Completeness & Qualify of Proposal: Did the firm submit a complete proposal addressing all of the requirements of this RFP? Is their conflicting or missing information? Is the proposal of a professional quality? io ANL6 Y VEO FOR 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 • VWWVANDOVERMN.US TO: Mayor and Council Members CC: Jim Dickinson, City Administrator/ Finance Dire! FROM: Erick Sutherland, Recreational Facilities Manager SUBJECT: Accept Contribution / Andover Lions Club Inc. / Andover Community Center DATE: April 2, 2024 INTRODUCTION This item is in regard to approving a resolution accepting a contribution made by Andover Lions Club to be used towards the Fee Assistance Program at the Andover Community Center. DISCUSSION Andover Lions Club Inc. has made a one-time contribution of $300.00. ACTION REQUIRED The City Council is requested to approve the resolution accepting the contribution. Respectfully Submitted, Erick utherland Attachments: Resolution CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING A CONTRIBUTION MADE TO THE CITY OF ANDOVER TO BE USED TOWARDS THE FEE ASSISTANCE PROGRAM 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 $300.00 contribution from Andover Lions Club Inc is to be used towards the Andover Community Center Fee Assistance Program. NOW, THEREFORE BE IT RESOLVED by the City Council to hereby accept the contribution, which is to be used towards the Andover Community Center Fee Assistance Program. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 2nd day of April 2024, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner - City Clerk I1� C I T Y O F NDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • W W WANDOVERMN.GOV TO: Mayor and Council Members i CC: Jim Dickinson City Administrat FROM: Erick Sutherland, Recreational Facilitt anager SUBJECT: Accept Contribution / Andover Youth Hockey Assoc. DATE: April 2, 2024 INTRODUCTION This item is in regard to approving a resolution accepting a contribution made by the Andover Youth Hockey Association (AHYHA) to be used towards a new sound and paging system at the Andover Community Center. DISCUSSION AHYHA has made a one-time contribution of $80,293.08 toward the replacement of the sound system within the ice arena and the paging system that covers the entire facility. The new system will dramatically improve the overall sound quality in the ice arena and update the old electronics. ACTION REQUIRED The City Council is requested to approve the resolution accepting the contribution from AHYHA. Respectfully Submitted, Erick Sutherland Attachments: Resolution CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING A CONTRIBUTION MADE TO THE CITY OF ANDOVER TO BE USED TOWARDS SOUND SYSTEM UPGRADES 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 $80,293.08 contribution from Andover Youth Hockey Association is to be used towards sound system upgrades 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 and adopted by the City Council at a regular meeting this 2th day of April 2024 with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner - Deputy City Clerk �a C I T Y O F 1\1/O L.9 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304.(763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members t.>5e:� CC: Jun Dickinson, City Administrator FROM: Joe Janish, Community Development ector SUBJECT: Consider Planned Unit Development — Andover Senior Campus — PID# 23-32-24-32- 0006 and 23-32-24-33-0002 (Applicant — JA Wedum Foundation) DATE: April 2, 2024 INTRODUCTION The City Council is asked to review a Planned Unit Development (PUD) for property that will be known as Andover Senior Campus. On May 24, 2022, the Planning and Zoning Commission and on June 7, 2022 the City Council reviewed a Sketch Plan for this project. Planning and Zoning Commission and City Council also saw a revised sketch at time of the most recent Comprehensive Plan Amendment which was reviewed in November, 2023. On March 4, 2024 the City Council amended the Comprehensive Plan and rezoned the property. The property is located at the southeast quadrant of Hanson Blvd NW and Crosstown Blvd NW. The proposal tonight follows the plan seen as part of the Comprehensive Plan Amendment. The PUD is requested by J.A. Wedum Foundation. The property is currently planned for a senior residential project with an age restriction of 55 years or older. At this time staff is reviewing the Commercial Site Plan, the request for the Preliminary Plat is also part of tonight's agenda. Overview of Proposed project: • 1.5 acres of Neighborhood Commercial, up to a 10,000 square foot building. • A total of 217 age restricted units are proposed. o Two brownstone buildings (16 units each). 0 9 slab on grade cottages. 0 176 units in a single, multi -story building; consisting of 110 independent living units, 40 assisted living units, 24 memory care units and 2 guest suites (visitors). Andover's 2018 Comprehensive Plan indicates that properties for multi -family developments are to be a Planned Unit Development (PUD). 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. What is a Planned Unit Development (PUD) City Code 13-3-1: PURPOSE: The purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means for greater creativity and flexibility in environmental design than provided under the strict application of this code. It must be demonstrated to the satisfaction of the City Council that a higher quality development will result than could be otherwise achieved through strict application of this code. (Ord. 298, 8-4-2004) DISCUSSION Street Improvements Internal Roadways: The applicant is proposing private drives as part of the development. These private drives would include a width of 24 feet across or larger. Construction, and maintenance will be the responsibility of the owners in this area. Similar to Clocktower Commons to the north, easements will be recorded to allow ingress and egress of the parcels over each lot. Crosstown Blvd NW: The applicant will construct a right in right out. The applicant will also construct a right turn lane along Crosstown Blvd. NW, 150" Lane NW: A right turn lane exists on Hanson Blvd. NW for the access to 150' Lane NW. The applicant is proposing a full access, parking and access to the underground parking from 150' Lane NW. Bluebird Street NW: This will be a full access. Crosstown Blvd NW and Bluebird Street NW: The applicant will provide coordinated participation in the construction of a roundabout at this location. o� w,�at~ coM EKCI RIGHT IN RIGHT OUT aRn rE • v �v 7 ""_"'rte �••`a • A.Ill0 1 _t k i Trees/Landscape The applicant has provided a tree study. Due to grading and stormwater requirements many of the trees will be removed. The applicant is currently proposing landscaping that exceeds the requirements for the development. The applicant is providing landscape buffering along the southern property line. The applicant is also currently proposing landscaping between the proposed commercial lot and properties to the east. Screening will continue to be reviewed as part of the Commercial Site Plan process. At this time it is possible the berm as shown along Bluebird and the Commercial parcel may have to be removed due to storm water requirements related to the round about construction. Utilities Each of the lots and buildings will be served by City of Andover municipal water and sewer. Signage: A double -sided, lit monument sign will be located at the entrance to the site off Crosstown Blvd. There will also be small unlit signs (approximately 48"W x 60"H) on the property to direct visitors to the appropriate buildings on the site (main senior building vs brownstones vs cottages), including off 1501 Ln., noting that entrance is for staff, deliveries and authorized visitors only. At the intersection of Crosstown and Hanson, there will either be a combination sign attached to the comer of the building, or an illuminated wall sign located on the building itself. This signage is anticipated to be above 10' tall, but not to exceed 47'. All other signage is expected to meet City Code requirements. Area Identification Sign Standards: Size: Shall not exceed 300 -square feet. Height: No taller than the highest outside wall or parapet on the property in which it is 3 located or twenty-five feet, whichever is less. Setbacks: Must be setback at least 10 -feet from right-of-way. Location must be identified on preliminary plat or commercial site plan. Neighborhood Business District Sign Standards: Size: The aggregate footage of sign space per lot shall not exceed the sum of three (3) square feet per front foot of building. No single sign shall exceed 100 square feet except for area identification signs (see above). Height: No taller than the highest outside wall or parapet on the property in which it is located or twenty-five feet, whichever is less. Setbacks: Must be setback at least 10 -feet from right-of-way. Residential District Sign Standards: Number: One per lot frontage. Size: Residential Uses — 4 square feet per dwelling. Institutional Uses — 32 square feet. Height: No more than ten feet (10') above grade. Signs need to be 10 feet from property lines and outside drainage and utility easements. PUD CRITERIA According to City Code 13-3 Planned Unit Development, the purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means of greater creativity and flexibility in environmental design than provided under strict application of the standards set in code. Attached for your review is City Code 13-3. City Code 13-3-9 regulates the findings that are required for a PUD to be approved and 13-3-11 identifies desirable PUD design standards that are sought in any PUD proposal. As part of the attached PUD narrative, the applicant addresses the design qualities they believe the City seeks when granting a PUD proposal 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: The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The recent Comprehensive Plan Amendment allows for the proposed uses. 2018 Comprehensive Plan Goals that may be relevant which are found in Chapter 1: Foundation of the Comprehensive Plan (see attachmentfor 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: Encourage appropriate economic growth and redevelopment. Goal: Reduce maintenance and energy costs forpublic facilities and infrastructure. 13 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 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. 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 applicant is proposing residential uses and one neighborhood commercial lot of 1.5 acres. The applicant has designed the structures in a manner that complements the surrounding residential site context, and is proposing building materials for each component that complements each other. Private drives will be constructed and maintained by the development. Landscaping will be utilized to buffer the development from existing single family homes to the south. The applicant has provided shorter buildings closer to the single family homes. The applicant will utilize density averaging to achieve the overall desired density of over 20 units per acre within the residential development. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Each deviation to the requirements will allow for a higher density within the range allowed by the comprehensive plan. The deviations to parking will remain in the range allowed by our surrounding communities. The senior age restriction, coupled with assisted living and memory care units reduces the need for the standard parking requirements. Setback deviations will allow for a campus style development and grounds keeping will be managed through an association. Height deviation allows for a more condensed building footprint. This allows for less impervious surface and shorter interior hallways. A three story pitched roof would have an overall building height of 54 feet. The proposal with a flat roof has an overall height of 49 feet 5 inches. Andover City Code 12-3-5: Minimum District Requirements: B. Maximum Height, allows principal buildings to exceed the height limits imposed by provisions provided it is determined that: a. Adequate fire protection and other safety features are provided. a. The building will be fully sprinkled with an NFPA 13 system, include standpipes at every stairwell and on both sides of any firewall. b. Applicant has coordinated with and will continue to coordinate with Andover Fire on appropriate access for their equipment and appropriate distances. b. The height and bulk of the building will not destroy a scenic or appropriate view, will not shut off light and air from surrounding properties, or otherwise be detrimental to the public. a. A shadow study had been conducted and does cast shadow onto existing homes or current buildings. b. The building uses several stories to minimize massing near residential properties. For example, near existing homes the building is 1 and 2 stories high. c. The independent, assisted living, memory care building meets or exceed the minimum setbacks for the zoning district. c. In no event, however, shall any building occupy more than the permitted percentage of lot area as provided in this title. a. It does not as the independent, assisted living memory care building occupies 16.2% of its lot and including all buildings and lots the residential buildings occupy 23.4% of the lots area, when 30% is allowed. Lot Area Per Dwelling deviation under current City Code requirements the development would not have a density above 20 units per acre. Under City Code the site would need an additional 4.26 acres, which means the development would have a density of 14.4 units per acre. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. This development will provide connections to the public roadways and the applicant shall provide coordinated participation in the construction of a roundabout at Bluebird Street NW and Crosstown Blvd NW location. The applicant will establish an Owners Association for the repair and maintenance of shared items such as private roadways, and landscaping. All residential units will be age restricted. • The City Council will need to determine if the developer's proposal satisfactorily meets these required findings. 0 PROPOSED PUD STANDARDS The applicant is requesting flexibility in the bulk area standards including size, dimension, and density. The following table depicts the proposed conceptual PUD standards: Proposed Conce tual PUD Standards City Code City Code proposed proposed No. Item Standards: M3 Standards: NB Residential Commercial (M 3) (NB) 1 Lot Width 150' 150' 150'+ 150'+ 2 Lot Depth 150' 150' 1501+ 150'+ 3 Lot Area 2,150 - 5,000 s.f. 22 s.f. 2,389 57,729 per bedroom ,500 per unit 4 Front Yard Setback 40' 40' Exceeds Exceeds 5 Side Yazd Setback 30' 10'/ 30' 10' Cottages 10'/ 30'+ 10' Brownstones 6 Rcar Yard Setback 30' 25' 10' Cottaces 25' 7 Setback County Road 50' 50' Exceeds NA $Max Lot Coverage 30% 40% Meets Meets (structure) 9 Right of Way 60' 60' 60' 60' 10 Parking Stall Width 10' 10'10' -surface 10, 9'- underground 11 umber of Underground/ 1 per unit N/A 1 per unit (Elderly) N/A Garage Parkin Stalls None AL/MC 12 Number of Parking Spaces 2.5 per unit (Apts.) varies 1.4 per unit 1 per 250 Sq. ft. 11.5 (Elderly) Shared Access R Private 13 Streets NA NA Shared Shared 20' - Front 20' - Front 14 Parking Setbacks 20'- ROW 20'- ROW Meets Meets 10' - Side int. 10' - Side int. 10' - Rear 10' - Rear 15 Building Height 35' 35 49' 5" (IL/AL/MC) 35, Overall Height *Red text indicates deviation from City Code Zoning and Lot Standards Lot Area Rezoning has already occurred on the property. The 1.5 acres of Neighborhood Business (NB) and the Multiple Dwelling High Density (M-3) exist today. The subject property includes property zoned NB: Neighborhood Business and property zoned M-3: Multiple Dwelling High Density. City Code requirements for the NB zoning district include a minimum lot size of 22,500 square feet (approximately half an acre) and a minimum lot width of 150 feet measured 7 at the front yard setback line. City Code requirements in the M-3 zoning district include a minimum lot size of 2,150 per 1 -bedroom apartment or 5,000 per 2 -bedroom apartment, Single Family attached units require 2,100 square feet. Based on the lot sizes for the multifamily dwelling units the applicant is proposing to deviate from the M- 3 standards. The following explains the lot size deviations for the multifamily dwelling units. The City of Andover Comprehensive Plan indicates the area should have a density of 20 to 25 units per acre. As like our last multi -family projects, density is spread over the development. Currently City Code for M-3: Multiple Dwelling requires lot area per unit of 2,150 square feet for a one -bedroom apartment and 5,000 square feet for a two-bedroom unit. The cottage product is considered a single family attached product and requires 2,100 square feet a unit and is not based on bedrooms. The bedroom/unit count is below: Unit Type Cottages Brownstones IL/AL/MC Total Single Family Attached 9 0 0 9 1 Bedroom - - 116 116 2 Bedroom - 32 60 92 Sq. Ft. Per Code 18,900 137,600 549,400 705,900 Sq. Ft. Provided 92,550 103,384 319,973 515,907 Difference 73,650 -34,216 -229,427 -189,993 Over/Under Per Unit Entire Site -876 Compliance with City Code would only provide a density of 14.4 units per acre which is inconsistent with Comprehensive Plan Future Land Use guidance of 20-25 units per acre, as presented this evening the applicant is providing 2,389 square feet for unit ((l 16 + 92) units / (515,907-18,900) square feet). Out of the 217 units; 24 units are memory care and 40 are assisted living. The applicants experience with past communities under team ownership and management has found the tenants within these units tend to not utilize the outdoors as an independent living tenant would. Removal of these 64 units within the above counts would provide the site a shortage of 363 square feet per unit. Adherence to City Code with the current 1 and 2 bedroom count would require the residential site areas to be an additional 4.26 acres in size lower the site density to below the 20 units per acre and have a density of 14.4 units per acre vs the expected 20.8 units per acre as Met Council would calculate the density. The applicant believes senior living is different from Market Rate apartments in the use of outdoor space. Memory Care has its own outdoor space that is self-contained and enclosed by a fence and all activities are guided by employees as this is the only outdoor area that these residents can access. Assisted Living, as well, is mostly organized activities within the facility or on a bus going to another destination. hidependent living residents do utilize the outdoor spaces and community facilities. Those can include the YMCA, Community Center, and Parks such as Sunshine. In addition the applicant has extensive spaces within the building that their residents use on a scheduled and open basis. This includes a 7,300 sq. ft Wellness Center with a large lap pool that also includes scheduled aquatic programs such as water aerobics classes and an entire land based work out area with machines tailored to senior use. This senior campus will also have an indoor Pickle Ball court that can be used by their residents year-round. Side Yard Setback The Proposed Conceptual PUD Standards Chart on page 7 shows the changes to the Side Yard Setback. The proposal is being developed as a "campus" plan and maintenance of the landscaping will be completed by the association. Rear Yard Setback The Proposed Conceptual PUD Standards Chart on page 7 shows the changes to the Rear Yard Setback. The proposal is being developed as a "campus" plan and maintenance of the landscaping will be completed by the association. Parking Stall Width As was found with a past underground parking proposal, staff has been informed that due to structural support locations needed it is more efficient use of space to utilize 9 foot parking stalls between supports. The applicant is requesting that they are also allowed to utilize a 9 foot parking stall width for the underground parking. Number of Underground/Garage Parking Stalls Parking Commercial Parking for Commercial varies depending on the use within the structure. Currently the applicant is providing 1 parking stall per 250 square feet. Parking is reviewed in commercial areas as each use obtains a permit for the building. While City Code 12-14-8 OFF STREET PARKING REQUIREMENTS provides a list of uses and parking ratios, some examples are provided below: 1. Office buildings and professional Offices Retail sales and service business with 50 percent or more of gross floor area devoted to storage, warehouses and/or industry 1 space for each 250 square feet of floor area or fraction thereof, but not less than 3 spaces per lot design 8 spaces or 1 space for each 200 square feet devoted to public sales or service, plus 1 additional space for each 500 square feet of storage area; or at least 8 spaces or 1 additional space for each employee on the maximum shift, whichever is greater Shopping centers: 1. Basic requirement: a. Small centers — 400,000 square 4 spaces per 1,000 square feet of feet or less of gross leasable floor GLA or portion thereof area (GLA) Cottages The Cottages are providing for a 1 stall or two stall garage and space to park in the driveway. This would meet the requirement of having at minimum of two parking locations. Brownstones & IL/AL/MC Building: This particular projects units will be age restricted to 55+ in age. According to the applicant the actual age of residents living in the brownstones is about 75 and the Independent Living is seeing an average age of 83. The brownstones are proposed with 32 units. The applicant is providing 48 underground stalls and 38 surface stalls. This provides a ratio of 2.6 per unit. At this time City Staff would conclude that the Assisted Living and Memory Care Facility would be considered "Elderly (Senior citizen housing) and would require Preservation of 1 space per unit but only '/z would need to be constructed with showing an area for the other half as "proof of parking". The proposal includes 60 units under this category. Elderly (senior citizen) housing Reservation of area equal to 1 space per unit. Initial development is, however, required only'/ space per unit, and said number of spaces can continue until such time as the City Council considers a need for additional parking spaces has been demonstrated IL/AL/MC: Currently City Code would require 2.5 parking stalls per an apartment unit. The applicant is proposing 81 surface parking stalls and 111 underground parking stalls. This provides a 1.1 parking per unit or with memory care and assisted living excluded, provides 1.7 parking spaces per unit. Again this is an age restricted development (55+) that will have access to additional parking at the brownstones. The applicant has indicated based on past experiences that the average age of tenants in this building will be 83 years old. Residential, multiple -family dwellings 2 spaces per unit, at least 1 of which spaces shall be in an enclosed garage, plus '/: space per unit for visitors' parking The apartment building is proposing 9 foot wide stalls in the underground parking area. This allows the parking to fit within the structural design. The 9' will be free of columns or structure within the stalls. A nine foot stall width is common among many communities. With an age restriction of 55+ years or older over all residential units the applicant is proposing a parking ratio of 1.4 stalls to a unit spread over the Brownstones, IL/AL/MC units. This appears to fall between the parking range of existing age restricted (55+) buildings in Andover. Other 55+ Buildings in Andover Arbor Oaks (IL/AL/MC) — 42 constructed —.6 parking space per unit 24 proof of parking - .9 parking space per unit The Farmstead (IL/AL/MC) — 1 parking space per unit Andover Senior Campus (IL/AL/MC) —1.4 stalls per unit Estates at Arbor Oaks — 1.5 parking space per unit Shared Access & Private Streets Shared access and private streets allows for a more dense and unified development. The private streets will remain under ownership of the property owners and the association will maintain the roadways into 10 the future. Building Height The maximum height allowed in the M-3 is 35 feet. As part of the 4 story building will have a roof structure at 47'-2". Overall with the 2 to 3 foot parapet the building will be 49'-5" from grade, overall height. If the building had a 3 story pitched roof the overall height of the building would be 54' from grade. As noted with the last apartment building in Andover (Aurora Vista) today's apartment buildings have been constructed with 9'-0" ceiling vs a traditional 8"-0" ceiling heights to meet market demands and increase living experience. The applicants are proposing 9' ceiling heights on residential floors two and three. On the fust and fourth floors, ceiling heights will be 10'-0" in order to accommodate mechanical systems in soffits while maintaining the higher ceiling heights. The building will have required fire suppression system internally, fire access lanes onsite and standpipes will be located in stairwells and on both sides of firewalls. Height deviation allows for a more condensed building footprint. This allows for less impervious surface and shorter interior hallways. A three story pitched roof would have an overall building height of 54 feet. The proposal with a flat roof has an overall height of 49 feet 5 inches. Andover City Code 12-3-5: Minimum District Requirements: B. Maximum Height, allows principal buildings to exceed the height limits imposed by provisions provided it is determined that: a. Adequate fire protection and other safety features are provided. i. The building will be fully sprinkled with an NFPA 13 system, include standpipes at every stairwell and on both sides of any firewall. ii. Applicant has coordinated with and will continue to coordinate with Andover Fire on appropriate access for their equipment and appropriate distances. in. b. The height and bulk of the building will not destroy a scenic or appropriate view, will not shut off light and air from surrounding properties, or otherwise be detrimental to the public. 11 i. A shadow study had been conducted and does cast shadow onto existing homes or current buildings. ii. The building uses several stories to minimize massing near residential properties. For example, near existing homes the building is 1 and 2 stories high. iii. The independent, assisted living, memory care building meets or exceed the minimum setbacks for the zoning district. C. In no event, however, shall any building occupy more than the permitted percentage of lot area as provided in this title. i. It does not as the independent, assisted living memory care building occupies 16.2% of its lot and including all buildings and lots the residential buildings occupy 23.4% of the lots area, when 30% is allowed. Staff reviewed past PUD proposal and utilized NearMap to estimate the overall height of past Senior Living developments that currently exist in Andover. Name Address PUD Height Standard The Farmstead 13733 Quay Street NW 35 -feet Arbor Oaks 1640155`" Lane NW 40 -feet The Estates at Arbor Oaks 1753 156" Lane NW 40 -feet Grey Oaks CIC 1 15631 Linnet Street NW 40 -feet Grey Oaks CIC II 15570 Linnet Street NW 40 -feet Grey Oaks CIC III 15550 Linnet Street NW I 40 -feet Per Minnesota State Building Code, building height is measured from the average height of the highest gable of a pitched or hipped roof. Estimated Overall Building Height utilizing NearMap: The Farmstead — 44 -feet Arbor Oaks — 45 -feet The Estates at Arbor Oaks — 45 -feet Grey Oaks CIC I— 50 -feet Grey Oaks CIC II — 50 -feet Grey Oaks CIC III — 50 -feet 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. This PUD will still require the Preliminary Plat process (next agenda item), commercial site plan process (internal review) and amendment to the PUD for future phases of this development. Amendments may arise, in the future that the Planning and Zoning Commission, and City Council would have to approve. The development is proposed to be phased into the future based on product type with the IL/AL/MC being constructed first. Amendments to the PUD will be required as each product is brought to development. Applicant(s) at that time may ask for items or may request a change to architecture etc, as part of the PUD Amendment process. Owners Association The applicant will have an owners association with the seller as the declarant in the association documents. 12 Changes Related to Development As part of the public hearing process it was noted by a resident that comments are not being heard. While many City Council members have been aware from the beginning of the project it may help to recap some of the changes that have occurred over the review and public comments that have been received. • The parcel was re -guided as part of the 2018 Comprehensive Plan Amendment to be roughly half commercial and half residential. During the original comprehensive plan amendment request and sketch plan request, residents raised concerns related to the development around traffic. A traffic study at that time indicated that commercial land would have a higher traffic impact than a senior multi -family development. • The original sketch plan for the development, was proposed with a 3 story co-op building vs. cottages. This proposal would have had 70 units in the co-op building and 200 units in the IL/AL/MC building for a total of 270 units. An area of 12,000 square feet for commercial would also have been part of the IL/AL/MC building. A shadow study was conducted to show the existing homes would not have a building shadow. • The development changed to a 200 unit IL/MC/AL building with 12,000 square feet of commercial and 32 cottages, for a total of 232 units. A reduction of 38 units. • Now the applicant is proposing a 176 unit IL/MC/AL building, 32 brownstone units and 9 cottages, providing a total of 217 units. A separate 1.5 acre commercial property for a building of 10,000 square feet in size, is also part of the project. A reduction of 15 units. • City Council also had the applicant revise architecture of the buildings as it relates to the surrounding neighborhood. The applicant has also recently proposed pitched roofing on the AL/MC so that it blends with the neighborhood. Throughout the process City Council has requested screening from existing homes. • In summary based on public, Planning and Zoning Commission, City Council input the applicant has reduced total units by 53 units, provided different housing options, and modified the architecture of the structures. Park and Recreation Commission Review The Park and Recreation Commission reviewed the request on March 21, 2024. Park and Recreation Commission is recommending the City Council accept cash -in -lieu of park land dedication.. PLANNING & ZONING COMMISSION ACTION The Planning and Zoning Commission held a Public Hearing on March 26, 2024. The full Planning and Zoning Commission meeting can be viewed here: http:// gctv.ore/city meetine/andover-planning commission -03-26-2024/. City staff read two emails into the record (included in packet). In addition to the two emails included in this packet, XX residents spoke at the Public Hearing, these in person comments are attempted to be summarized below: • Has city considered impact of development to property values? • Two hundred pounds of feed into 100 pound bag. • Changing a lot of things to make this fit. • Two much proposed on this property. • This neighborhood was built with very nice homes. • Putting this development at this intersection is not appropriate for so many reasons. 13 • Traffic at Crosstown and Hanson and how community is building. • Personal experience a lot of traffic goes in and out. • Schools, business, Crosstown and Hanson already doesn't function. • Possible to build this project to the north on other land. • Changes to City Code are to appease the Met Council and a high cost. • Concern with roundabout and foot traffic, how foot traffic will be able to walk without being in danger of the traffic. • Frustrating to have questions that residents want answers but don't receive answers at the meeting. • Allowed to make a statement, but means nothing. • Neighbors have made it very clear they don't like the development, but everything is being pushed through, no matter what they say. • Questions on who is the applicantibuilder, resident is standing here and will not receive an answer. • Last time Planning Commission had a meeting resident recalls proposal not as offensive, as the past proposal they were scaling down and not as tall, we are now back to huge again. Was there a change? Residents will leave with no answer as no one answers questions. • Citizens and residents of the community expects more and better, finds this highly offensive and wants to know what has been said no to, because it appears as though everything they have asked for has been approved. • Only aware of the pickleball court placement changing location. • Community representatives should take more of an issue with things that will affect residents vs group of people who will come in build their thing get lots of money, pay their taxes and everyone is happy except people living in this community. • Would really like to get answers and once again will go home with no answers yet again. • Share frustration, looking at the amount of dialog between PZ, CC, staff with developer, as residents, they have no way to have that kind of dialog. Residents feel handcuffed and have no impact on this. • Would you want this built next to your home, and would you want to have input? But the developer hasn't along with the City Council. • Residents have been paying taxes and not able to have opportunities to share their thoughts with the city what residents want. Planning Commission Discussion: • Comparison slide shows a change between what was proposed and what is proposed. How, why did changes occur? • PZ Commissioner commented they have resided in Andover for 20 years and recalls a for sale sign indicating this parcel as a commercial parcel during that time. • When this was 100% commercial prior to splitting in comprehensive plan this parcel could have been 40% building, with a 40 foot high building? • Has some concerns related to parking stall count, not width. Questioned where visitors would park? The Planning and Zoning Commission provided a recommendation of approval for the PUD (6 ayes — nay). City Council Action City Council is asked to consider the Planning and Zoning Commission recommendation provided from the March 26, 2024 meeting. The City Council shall consider City Code 13-3-9 required findings during 14 the discussion of tonight's request whether it be for approval or denial of the request: 1. The proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries; 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD; 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. RWanish b ed, J Community Development Director Attachments Draft Resolution of Approval .16 Draft Resolution of Denial .20 2018 Comprehensive Plan Goals .22 City Code 13-3 Planned Unit Development .35 Applicants Narrative .39 Staff Comments. .51 Chapter 11 Neighborhood Business Uses .59 Building Height Comparison. .62 Brownstones Elevations. .63 Cottages Elevations .64 Commercial Elevations . .65 IL/AL/MC Elevations .66 Updated Traffic Study .75 May 19, 2022 Traffic Study .94 Resident emails . .109 Overall PUD Site Plan .111 Preliminary Plat Plan Sheet .112 Cc: SilverCrest Development, LLC (Via Email) J.A. Wedum Foundation (Via Email) Kaas Wilson Architects (Via Email) 15 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION APPROVING THE CONDITION USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY J.A. WEDUM FOUNDATION, PRESENTED AS ANDOVER SENIOR CAMPUS, LEGALLY DESCRIBED AS: PIDs: 23-32-24-32-0006 and 23-32-24-33-0002, legally described as follows: Parcel A: That part of the Northwest Quarter of the Southwest Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying south and east of County Road 18, also known as Crosstown Blvd.; except that part platted as Winslow Hills, Winslow Hills 2"d Addition and Winslow Hills Yd Addition. Parcel B: The Southwest Quarter of the Southwest Quarter, Section 23, Township 32, Range 24, Except that part platted as Winslow Hills, Anoka County, Minnesota. WHEREAS, JA Wedum Foundation has requested a Conditional Use Permit for a Planned Unit Development (PUD) for Andover Senior Campus, and; WHEREAS, JA Wedum Foundation is proposing a senior campus development that will be age restricted, and; WHEREAS, Age restricted developments have different demands on public/private systems, 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 recent Comprehensive Plan Amendment allows for the proposed land uses. 2018 Comprehensive Plan Goals that may be relevant which are found in Chapter 1: Foundation of the Comprehensive Plan (see attachment for additional goals). 16 Overarching Goals, Objectives and Policies Goal 1: Maintain and enhance the quality of life in Andover Land Use Goals, Objectives and Policies Goal: Encourage appropriate economic growth and redevelopment. 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. Goal: Remain responsive to housing market demands through implementation of the Land Use Plan 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. 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 applicant is proposing residential uses and one neighborhood commercial lot of 1.5 acres. The applicant has designed the structures in a manner that complements the surrounding residential site context, and is proposing building materials for each component that complements each other. Private drives will be constructed and maintained by the development. Landscaping will be utilized to buffer the development from existing single family homes to the south. The applicant has provided shorter buildings closer to the single family homes. The applicant will utilize density averaging to achieve the overall desired density of over 20 units per acre within the residential development. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Each deviation to the requirements will allow for a higher density within the range allowed by the comprehensive plan. The deviations to parking will remain in the range allowed by our surrounding communities. The senior age restriction, coupled with assisted living and memory care units reduces the need for the standard parking requirements. Setback deviations will allow for a campus style development and grounds keeping will be managed through an association. Height deviation allows for a more condensed buildingfootprint. This allows for less impervious surface and shorter interior hallways. A three story pitched roof would have an overall building height of 54 feet. The proposal with a flat roof has an overall height of 49 feet 5 inches. Andover City Code 12-3-5: Minimum District Requirements: B. Maximum Height, allows principal buildings to exceed the height limits imposed by 17 provisions provided it is determined that: d. Adequate fire protection and other safety features are provided. a. The building will be fully sprinkled with an NFPA 13 system, include standpipes at every stairwell and on both sides of any firewall. b. Applicant has coordinated with and will continue to coordinate with Andover Fire on appropriate access for their equipment and appropriate distances. e. The height and bulk of the building will not destroy a scenic or appropriate view, will not shut off light and air from surrounding properties, or otherwise be detrimental to the public. c. A shadow study had been conducted and does cast shadow onto existing homes or current buildings. d. The building uses several stories to minimize massing near residential properties. For example, near existing homes the building is I and 2 stories high. e. The independent, assisted living, memory care building meets or exceed the minimum setbacks for the zoning district. f. In no event, however, shall any building occupy more than the permitted percentage of lot area as provided in this title. f. It does not as the independent, assisted living memory care building occupies 16.2% of its lot and including all buildings and lots the residential buildings occupy 23.4% of the lots area, when 30% is allowed. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. This development will provide connections to the public roadways and the applicant shall provide coordinated participation in the construction of a roundabout at Bluebird Street NW and Crosstown Blvd NW location. The applicant will establish an Owners Association for the repair and maintenance of shared items such as private roadways, and landscaping. All residential units will be age restricted. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby anorove the Conditional Use Permit/ Planned Unit Development for Andover Crossings on the above legally described property with the following conditions: 1. Residential units shall be restricted to seniors (55 or older). 2. Applicant shall address all staff comments and outside agency comments related to the Preliminary Plat, Commercial Site Plans, and all applicable permits to the satisfaction of the City. 3. The applicant shall obtain all necessary permits from appropriate agencies. 4. Upon approval of Andover Senior Campus Preliminary Plat, it shall be incorporated into the PUD. 5. This PUD is contingent upon approval of the Andover Senior Campus Preliminary Plat approval. 6. The following deviations shall be permitted within the PUD, any items not addressed within this resolution shall adhere to City Code: 0M Pro used Conce PUD Standards City Code City Code Proposed Proposed No. Item Standards: M3 Standards: NB Residential Commercial B 1 Lot Width 150' 150' 159+ 150'+ 2 LotDepth 150' 150' 1501+ 1507+ 3 Lot Area 2,150-5.000 22,500 �, 2,389 57,729 per bedroom per unit 4 Front Pard Setback 40' 40' Exceeds Exceeds 5 Side Yard Setback 30' 10'/30' tages 10'/30'+ 101 B ow s 6 Rear Pard Setback 30' 25' 10Cottages 25' 7 Setback County Road 50' 59 Exceeds NA B Max Lot Coverage 30% 40% Meets Meets structure 9 Ripht of Way 60' 60' 60' 60' 10 Parkim Stall Width 10' 10' 10' - surface 10' ` 9'- underground 11 umber of Underground/ 1er unit N/A 1 per unit (Elderly) NIA Garage P Stalls None ALWC 12 Number of Parking Spaces 2.5 per unit (opts.) vanes 1.4 per unit 1 per 250 Sq. ft. 1; -3 lderly) Shared Access & Private NA NA Shared Shared 13 Streets 20'—Front 20'—Front 14 Parking Setbacks 20'— ROW 20'—ROW Meets Meets 10' — Side int. 10' — Side int. 10' - Rear 10' -Rear 15 Building Height 35' 35' 49'5" {IL/AL/MC) 35' Overall Height 7. The applicant shall provide coordinated participation in the construction of a roundabout at Bluebird Street NW and Crosstown Blvd NW location. 8. All lots shall follow and adhere the Commercial Site Plan process and review, and city comments related to said review shall be appropriately addressed. 9. Future phases will require an amendment to this PUD. 10. If the City Council determines that no significant progress has been made in the first twelve (12) months after the approval of this resolution, the PUD, will be null and void. 11. The development shall be consistent with meeting materials from April 2, 2024. 12. An Owners Association is created. Adopted by the City Council of the City of Andover on this 2nd day of April, 2024. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor 19 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION DENYING THE CONDITION USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY J.A. WEDUM FOUNDATION, PRESENTED AS ANDOVER SENIOR CAMPUS, LEGALLY DESCRIBED AS: PIDs: 23-32-24-32-0006 and 23-32-24-33-0002, legally described as follows: Parcel A: That part of the Northwest Quarter of the Southwest Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying south and east of County Road 18, also known as Crosstown Blvd.; except that part platted as Winslow Hills, Winslow Hills 2nd Addition and Winslow Hills 3`d Addition. Parcel B: The Southwest Quarter of the Southwest Quarter, Section 23, Township 32, Range 24, Except that part platted as Winslow Hills, Anoka County, Minnesota. WHEREAS, JA WEDUM FOUNDATION has requested a Conditional Use Permit for a Planned Unit Development (PUD) for Andover Senior Campus, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and determined that said request does meet the criteria of City Code and 13-3-9; 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, disagrees with the Planning and Zoning Commission and has determined that said request does not meet the criteria of City Code and 13- 3-9 because: 1. 2. 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 Senior Campus due to the following findings: 1. 2. 3. 20 Adopted by the City Council of the City of Andover on this 2' day of April, 2024. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor 21 NDOV9 2018 Comprehensive Plan Update 1 - 2 Chapter One: Foundation of the Comprehensive Plan Identity Andover is primarily a residential community with established urban and rural neighborhoods. Greater than ninety percent of the city's housing stock is owner occupied. Families with school age children comprise the largest portions of Andover's population. Residents value the rural character of the community, the local schools, the park and trail system and their safe neighborhoods. These values have influenced the policies of the city. Areas planned for urban development are balanced with rural areas to allow the rural character of the community to be preserved. This growth pattern is reflected in the Metropolitan Council's 2040 Regional Development Framework which provides Andover with Emerging Suburban Edge, Rural Residential and Diversified Rural planning area designations. More information on these designations is provided in Chapter Two: Land Use Plan. As the city's population has grown, so has the demand for commercial development; although commercial land is limited. The result, thus far, has been consistently strong occupancy of previously existing commercial centers such as the Downtown Center, successful redevelopment of former industrial properties into Andover Station and Andover Station North as well as expansion of the commercial tax base to include neighborhood centers like Andover Clocktower Commons and Hanson Commons. Growth Forecast The 2040 Regional Development Framework prepared by the Metropolitan Council provides a population, household and employment forecast for each community in the seven -county metropolitan area. The purpose of this information is to determine how investments in regional systems will need to be made to accommodate the growth forecasted for the region from 2018 to 2040. Similarly, the city must plan and budget to ensure that local services, systems and facilities can be provided to accommodate growth. The table below shows Metropolitan Council growth forecasts that were submitted to the City as part of the System Statement in September 2015 and revised by Metropolitan Council in 2018. The revised forecast shows lower population and household figures but greater levels of employment. This is a revision based on discussions with the Metropolitan Council staff as part of the Comprehensive Plan Update. Figure 1.1 Metropolitan Council Growth Forecast 2016 2018 2020 2030 2040 Population 32,335 32,758 33,500 36,500 39,800 Households 10,391 10,550 10,800 12,150 13,500 Employment 5,100 6,259 6,300 6,700 7,100 22 kow1018 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 ZS X6-6 - 20/8 Comprehensive Plan Update i - 1 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 '? N&W- z018Comprehensive Plan Update 1 - 5 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 Z5 kb_l ' 2018 Comprehensive Plan Update 1 - 6 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 Z(d C Tb_����//GCGC�' 2018 Comprehensive Plan Update 1 - 7 Policies: • Maintain the existing commercial nodes along Hanson Boulevard, Bunker Lake Boulevard, Round Lake Boulevard, Crosstown Drive and 7"' 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 27 T Y 0 P NDOVE 20/8 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 fs•, 1VDOVE 1018 Comprehensive Plan Update I -9 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 24 kb-W- 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 30 fi b 2018 Comprehensive Plan Update 1 - 11 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 3f Akb—W—^ 2018 Comprehensive Plan Update 1-12 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 37 i b-W- 2018 Comprehensive Plan Update I - 13 • 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 33 WOVE 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 V CHAPTER 3 PLANNED UNIT DEVELOPMENT (PUD) SECTION: 13-3-1: Purpose 13-3-2: Utilization of PUD 13-3-3: PUD Concept Review 13-3-4: Uses 13-3-5: Density 13-3-6: Zoning And Subdivision Standards And Requirements 13-3-7: Approval Process 13-3-8: Fees And Costs 13-3-9: Findings Required 13-3-10: Revisions And Amendments 13-3-11: Desirable PUD Design Qualities 13-3-12: Approval Of Planned Unit Development 13-3-1: PURPOSE: The purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means for greater creativity and flexibility in environmental design than provided under the strict application of this code. It must be demonstrated to the satisfaction of the City Council that a higher quality development will result than could be otherwise achieved through strict application of this code. (Ord. 298, 8-4-2004) 13-3-2: UTILIZATION OF PUD: Planned Unit Development (PUD) regulations may be allowed by the City Council to be applied and/or utilized for all developments including the following: townhomes, single- and two-family homes (both urban and rural), apartment projects, multiuse structures, commercial developments, industrial developments, mixed residential and commercial developments and similar projects. (Ord. 298, 8-4-2004) 13-3-3: PUD CONCEPT REVIEW: Any person or persons who may apply for a PUD may request a concept review with respect to land which may be subject to a PUD. The purpose of a PUD concept review is to afford such persons an opportunity, without incurring substantial expense, to have the general feasibility of a PUD proposal considered. PUD concept reviews shall follow the sketch plan procedures provided in Section 11-2-1 of this code. (Ord. 298, 8-4-2004) 13-3-4: USES: Planned Unit Developments shall be required to conform to the permitted and conditional uses set forth in Title 12 of this code pertaining to the applicable zoning district. (Ord. 298, 8-4-2004) 35 13-3-5: DENSITY: The density of residential developments shall be required to conform to the applicable land use district. (Ord. 298, 8-4-2004) 13-3-6: ZONING AND SUBDIVISION STANDARDS AND REQUIREMENTS: All standards and provisions relating to an original zoning district shall apply, unless otherwise approved as a part of the PUD. All standards may be modified or waived provided the applicant demonstrates harmony with the purpose of the PUD and the findings described in Section 13-3- 9 of this chapter. (Ord. 298, 8-4-2004) 13-3-7: APPROVAL PROCESS: An applicant for a PUD shall submit in the application all of the material required by this chapter. Each PUD requested must adhere to the following process: A. Permitted and conditional uses shall follow the Conditional Use Permit procedures provided in Section 12-14-6 of this code to establish the development standards for the PUD. These uses shall also complete the commercial site plan process once the Planned Unit Development has been approved. (Amd. 2/20/07, Ord. 341) B. Applications involving the subdivision of land shall complete a preliminary and final plat under the procedures provided in Title 11, "Subdivision Regulations", of this code. (Ord. 298, 8-4-2004) 13-3-8: FEES AND COSTS: Applications for a PUD shall be filed at the office of the City Planner along with a nonrefundable application fee for the approval process specified in Sections 13-3-3 and 13-3-7 of this chapter in the amount established by the City Council to defray administrative costs. (Ord. 298, 8-4-2004) 13-3-9: FINDINGS REQUIRED: In order for a PUD to be approved, the City shall find that the following are present: A. The proposed development is not in conflict with the goals of the Comprehensive Plan of the city. B. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. C. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD. D. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. (Ord. 298, 8-4-2004) 13-3-10: REVISIONS AND AMENDMENTS: Administrative approval of incidental changes in the PUD may be authorized by the City Planner upon review and approval by ARC. Such administrative approvals shall not substantially alter the character of the approved PUD and shall be limited to landscaping (not including quantity reduction), color schemes (not including materials), association documents, fencing, entrance monuments and decks. Changes in uses or development/design standards must be submitted for a full public hearing review process. (Amended Ord. 314, 10-4-2005) 13-3-11: DESIRABLE PUD DESIGN QUALITIES: The following design qualities will be sought in any PUD: A. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this chapter. B. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. C. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back-to-back lots. D. Preserves existing stands of trees and/or significant trees. E. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. Preserves significant usable space on individual lots or through the provision of open space within the development. G. Provides an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, decorative mailbox groupings, retaining walls, boulders, fencing, area identification signs, etc. H. The proposed structures within the development demonstrate quality architectural design and the use of high quality building materials for unique design and detailing. The lasting quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. (Ord. 298, 8-4-2004) 13-3-12: APPROVAL OF PLANNED UNIT DEVELOPMENT: The developer must demonstrate that the amenities and qualities of the Planned Unit 37 Development are beneficial and in the public interest to allow the development to be approved. A substantial amount of the design qualities identified in Section 13-3-11 of this chapter shall be found to be present in order to approve a PUD. The amount of amenities and type of qualities that constitute an acceptable PUD are at the sole discretion of the City Council to determine. (Ord. 298, 8-4-2004) 13:3-13: REDEVELOPMENT PUDs: A property owner may apply for a redevelopment PUD for their property, if the property meets the criteria outlined in this section. Such redevelopment PUDs shall only be used for lot splits. PUDs on all other subdivisions shall follow the normal PUD requirements laid out in this chapter. All provisions of City Code chapter 13-3 shall apply to redevelopment PUDs except for section 13-3-11. A redevelopment PUD may be permitted if the subject property meets the following standards: A. The existing principal structure on the property is at least 30 years old, or does not meet current building codes, or has a blighting effect on the surrounding neighborhood, and will be removed as part of the redevelopment of the property. B. The houses built on the new lots would be similar in size and architectural design to those in the surrounding neighborhood. Architectural plans must be included in the application for a redevelopment PUD and approved by the Council. (Amd. 2/20/07, Ord. 341) H2 Andover Senior Campus TO: Joe Janish I Community Development Director I City of Andover RE: Andover Senior Campus FROM: Jay Portz, J.A. Wedum Foundation Mike Gould, SilverCrest Properties, LLC DATE: February 6, 2024 Legal Description: PIN 23.32.24.32.0006 THAT PRT OF NWI14 OF SWI14 OF SEC 23 TWP 32 RGE 24 LYG SLY OF SLY RIW LINE OF CSAHNO 18, EX PRT PLATTED AS WINSLOW HILLS, ALSO EX PRTS PLATTED AS WINSLOW HILLS 2ND ADD & WINSLOWHILLS 3RD ADD PIN 23.32.24.33.0002 SWI14 OF SWI14 SEC 23 T32 R24; EX PRT PLATTED AS WINSLOWHILLS; ALSO EX RD; SUBJTO EASE OFREC Overview of Proposed Proiect: J.A. Wedum Foundation and SilverCrest Properties, LLC propose to construct a Senior Campus at the intersection of Hanson Blvd NW and Crosstown Blvd NW. The project will consist of: • 1.5 acres of Neighborhood Commercial, which would allow for approximately a 10,000 square foot commercial building to be constructed. • Two brownstone buildings consisting of 16 units each for a total of 32 units. • 9 slab on grade, single level living, cottages. • 176 units in a single, multi -story building. The building will consist of 110 independent living units, 40 assisted living units, 24 memory care units and 2 guest suites. The residential units for the project will be limited to seniors that are 55 years old or older. Multiple market studies have been conducted showing a large demand for senior housing in Andover and surrounding cities. The location provides convenient access to major arterials, retail and medical facilities that seniors desire when looking for housing. J.A. Wedum Foundation currently has a purchase agreement with the property owner that allows us to obtain the required city approvals for the project. Background of Development Team: J.A. Wedum Foundation: The J.A. Wedum Foundation is a Minnesota nonprofit corporation, formed on January 30, 1959, for the general purpose of using its resources to promote the well-being of mankind. The mission of the J. A. Wedum Foundation is to develop and utilize the resources of the Foundation to help organizations and individuals change and improve people's lives in the spirit of stewardship and generosity exemplified by John A. Wedum, the grandfather, and carried forward by John A. Wedum, the grandson. The principal office of the J.A. Wedum Foundation is located at 2 Carlson Parkway N, Suite 11 Page 31 Andover Senior Campus #335, Plymouth, MN 55447. Wedum is a 501(c)(3) organization as determined by the Internal Revenue Service in November 1963. The Foundation has a long history of dedicating substantial portions of its resources and energy to furthering its varied charitable purposes allowable under its broad charitable charter. A special emphasis has been placed on providing high-quality, reasonably -priced housing for seniors. Other examples of charitable purposes include: making education more accessible to young people by providing scholarships and assisting other non -profits in supporting their charitable purpose. Jay Portz is the Foundation's President and Brian Myres serves as Chairman of the Board. The Foundation currently owns six (6) senior housing properties in Minnesota and Texas totaling over 700 units and 850 residents. The senior properties consist of a mixture of independent living, assisted living and memory care units. Management and health care services at the properties are provided by third party organizations (Silvercrest Properties, Presbyterian Homes and Services, and Great Lakes Management Company) that have substantial experience in their field of expertise. Organizations like Allina Health, The University of Minnesota, The City of Rochester, the Alexandria YMCA, Alexandria Community and Technical College and Knute Nelson have been recipients of major grants from the J.A Wedum Foundation. Since 2010, the Foundation has provided over $21,700,000 in financial support to other non-profit organizations to fulfill those organizations charitable purposes. SilverCrest Properties, LLC: SilverCrest Properties, LLC founded in 1986, by Michael F. Gould who is currently President and CEO, is a privately -owned senior housing management and development company. Through Mr. Gould's strategic vision, SilverCrest has grown into a strong regional provider of senior housing with exceptional service. Today SilverCrest has become a company comprised of over 550 employees and 8 different properties presently under management in two states. SilverCrest prides itself in maintaining a dedicated staff that makes a difference in the lives of the seniors we service by practicing our Core Values of R.E.S.P.E.C.T. which is an acronym that stand for the following: R — Residents First E — Equity S — Safety and Security P — Professionalism E — Enriching Lives, Energy and Enthusiasm C — Community T — Team Work Through this Residents First mindset, SilverCrest continues to develop and manage "Senior Communities of Excellence" that focuses on our resident's total health through its Wellness Centers in key communities. Kaas Wilson Architects: Kaas Wilson Architects was founded in 2007 to bring a fresh approach to architecture for multifamily housing and senior living. Since then, they strive to create unique designs using a team approach to better understand and create successful environments for living, working, and aging. 21 Page 4q0 Andover Senior Campus Land Use: With the recent Comprehensive Plan Amendment, the site is currently guided for Urban Residential High (URH) and a 1.5 acre parcel for Neighborhood Commercial. Re -zoning has also occurred to accommodate the development with the residential portion zoned M-3 Multiple Dwelling High Density and NB -Neighborhood Commercial. Due to the reduction in lot area for the residential, by creating a 1.5 acre commercial lot, we have also proposed increasing the allowed density for the residential to Urban Residential High (URH). The need for the change is due to the total amount of land being reduced, even though today's proposal of 217 residential units contains fewer than what was proposed previously (232 residential units) back in June of 2022. PROPOSED DEVELOPMENT: The development team is focused on delivering: • High quality designed housing to ensure compatibility between residential and commercial uses. • Creating attractive, community -oriented development that positively reflects on the image and identity of Andover. Independent Living/ Assisted Living/Memory Care: The proposed design consists of a 176 residential unit building in varying floors, ranging from 1 story to 4 stories. The 4 story portion of the building will have a flat roof with parapet. The 1 story memory care wing and 2 story assisted living wing will have a pitched roof to blend in with the existing neighborhood and proposed Brownstones on the site. The building will have the following amenities available: • Indoor pickle ball court, bistro, salon, club room, multi-purpose room, golf simulator, crafts room, underground parking, and a wellness center including a warm water pool, group fitness, fitness equipment room and therapy spaces. • Memory Care has studios and Ibdrm units, Assisted Living has studios, one bdrm units and two bdrm units and Independent Living has one bdrm, two bdrm and two bdrm + den units. Brownstones: Units in the brownstone buildings will have larger unit sizes consisting of Ibdrm+den to 2bdrm+den with underground parking. Residents that live in these units would have full access to the amenities within the larger senior living building. Cottages: Units in the single level cottages will consist of either 1 or 2 bedroom units with either a single or double garage. Residents that live in these units would have full access to the amenities within the larger senior living building. Neighborhood Commercial: 1.5 acres is reserved for neighborhood commercial occupancy. A 10,000 sf building pad has been conceptually shown for this portion of the site. Site Design and Placement: Each building for Andover Senior Campus has been oriented on the site for multiple reasons: • Eliminate cast shadows on adjacent structures. • Limit/prevent headlight protrusion on other properties. • Fewer stories adjacent to existing residences. • Provide for pedestrian circulation throughout the site. • Allow for underground parking. Exterior Design: The development and design team are proposing an apartment building with a contemporary upscale look, while complementing the surrounding residential site context; single family homes, Clocktower Commons commercial area, Andover Elementary, and Andover City Hall. 31 Page 11 Andover Senior Campus • The colors chosen draw inspiration from the existing neighborhood homes and nature surrounding the site and city of Andover. We've used subtle color blocking to break up the building and avoid the look of a repetitive building fagade. • Durable materials are used to ensure maintenance free design that should keep it looking new throughout the years and Minnesota weather. • The prefabricated suspended decks will continue the building layers for more depth and visual interest. • The main entrance with port cochere welcomes residents and guests. The front entry incorporates textures and glassy exterior that allows others to see into the building common amenity spaces and encourage them to step inside. This exterior design incorporates materials such as brick, glass, vertical and horizontal lap siding. The use of vertical and lap siding provides a residential feel to the exterior while the brick compliments the tones of siding planned for a timeless expression that mixes traditional design with a twist of modern. Landscape Design: The current development phase landscaping features ornamental accent planting, buffering, native seeding of infiltration basins, and foundation planting that exceeds City minimum quantities. Plant selection for trees, shrubs, and perennials focuses on hardy and durable plant materials that are native and adapted, reasonable to maintain and provide year-round interest. Included in this plant pallet are select specialty plantings for sheltered areas such as the Memory Care Patio, Dining Patio, and Main Entry. Species such as pin cherry and serviceberry are dappled around native seed areas to attract birds for residents to enjoy. Landscape buffering is concentrated at parking areas and adjacent to existing single family residential homes. A combination of deciduous & evergreen shrubs, site walls, and existing trees serve as the buffer between on-site parking and adjacent properties and streets. The SE side of the proposed building is buffered from single-family residential by existing woods and supplemental planting—a combination of evergreen trees and double row of shrubs at the loading area. A higher concentration of trees are proposed in the NW comer of the site to buffer resident views of the Hanson Blvd and Crosstown Blvd intersection. A 4' berm with screening vegetation is proposed between the neighborhood commercial and existing neighborhood to minimize views of the commercial property and provide an attractive visual screen from cars and headlights in the commercial parking lot. Areas that are to be mass graded for future development will be seeded with temporary cover until construction begins. Future phase landscaping will continue a similar plant pallet and buffering strategy to create a cohesive campus. Civil Engineering: As part of the proposed multi -family project, a proposed storm water management system will be constructed to meet the water quality and rate control requirements of the City of Andover, as well as the Coon Creek Watershed District (CCWD). Runoff from the proposed multi -family building and parking lot areas will be directed to four proposed infiltration basin via surface drainage and proposed storm sewer. The proposed infiltration basins are designed to collect and infiltrate the entire mnoff volume generated from 1.1 -inches of runoff off proposed impervious surfacing (the water quality event). Furthermore, the proposed infiltration basins are designed such that overall proposed site runoff rates do not exceed overall existing site runoff rates from the 24-hour – 2, 10, and 100 -year storm events. It should be noted that one proposed infiltration basin (along the north wall) will be regional, and receive runoff from the adjacent street, as well as nearby assisted living facility site. Pre-treatment for the proposed infiltration basins will consist of grass swales, sediment forebays and/or storm sewer sump structures. The proposed infiltration basins will outlet into existing storm sewer in Hanson Blvd, 150' 41 Page y Z Andover Senior Campus Ln. and Bluebird Street. Proposed private storm sewer is sized to convey runoff from the 24-hour — 10 - year storm event. Private sanitary sewer and water service will be provided to all buildings via sanitary and water stubs connected to public sanitary and water main. Hydrants will be included as needed to meet Fire Code. We have been in close contact with Andover Fire on designing the site to accommodate their needs by verifying hydrant placement and providing vehicle access to critical locations. The Commercial Building, Brownstones, and 176 -unit building will be required to have fire suppression. Site Coverage and Green Space: The `green space' goal for our apartment community focuses on a design plan that supports its residents, their pets and those actively using Andover's walking paths and public parks. We believe that our design will encourage our residents to fully utilize the apartment green space amenities, as well as city parks and trails. Taking into consideration the site green spaces, the development will include 306,035 sf or 52.6% of green space. * After 25 ft dedication for R/W on Hanson and 60 ft dedication for R/W Lot Area Per Dwelling Unit (Square Feet) Deviation: The lot area per dwelling unit for our development meets the 20 to 25 units per acre within the M-3 zoning district. Currently the comprehensive plan requires a density that is difficult to meet with the Lot Area Per Dwelling Unit requirements. Under City Code requirements, the site is considered to be short per unit by 893 square feet. We are proposing a deviation over the entire site of 893 per unit. Unit Type Site Area Calculations SF Acres % Code % Site Area * 582,154 13.364 n/a n/a IL/AL/MC 94,561 3.300 16.2% 2 Bedroom Brownstones 27,200 0.624 4.7% Cottages 14,814 0.340 2.5% Sq. Ft. Per Code Commercial 10,000 0.230 1.7% Sq. Ft. Provided Parking & Driveway 106,855 2.453 18.4% Sidewalk, Trails & Patios 22,689 0.521 3.9% Landscape 306,035 7.026 52.6% Impervious 276,119 6.339 47.4% * After 25 ft dedication for R/W on Hanson and 60 ft dedication for R/W Lot Area Per Dwelling Unit (Square Feet) Deviation: The lot area per dwelling unit for our development meets the 20 to 25 units per acre within the M-3 zoning district. Currently the comprehensive plan requires a density that is difficult to meet with the Lot Area Per Dwelling Unit requirements. Under City Code requirements, the site is considered to be short per unit by 893 square feet. We are proposing a deviation over the entire site of 893 per unit. Unit Type Cottages Brownstones IL/AL/MC Total Single Family Attached 9 0 0 9 1 Bedroom - - 116 116 2 Bedroom - 32 60 92 Sq. Ft. Per Code 18,900 137,600 549,400 705,900 Sq. Ft. Provided 92,550 103,384 319,973 515,907 51 Page 413 Andover Senior Campus Difference 73,650 -34,216 1 -229,427 1 -189,993 Over/Under Per 876 Unit Entire Site Out of the 217 units; 24 units are memory care and 40 are assisted living. Our experience with past communities under team ownership and management has found the tenants within these units tend to not utilize the outdoors as an independent living tenant would. Removal of these 64 units within the above counts would provide the site a shortage of 363 square feet per unit. Adherence to City Code with the current 1 and 2 bedroom count would require the residential site areas to be an additional 4.26 acres in size lower the site density to below the 20 units per acre and have a density of 14.4 units per acre vs the expected 20.8 units per acre as Met Council would calculate the density. As we look at the lot area per dwelling unit we feel that Senior living is different from Market Rate apartments in the use of outdoor space. Memory Care has its own outdoor space that is self-contained and enclosed by a fence and all activities are guided by employees as this is the only outdoor area that these residents can access. Assisted Living as well is mostly organized activities within the facility or on our bus going to another destination. Our independent living residents do utilize more of the outdoor spaces and community facilities. Those can include the YMCA, Community Center, and Parks such as Sunshine. In addition we have extensive spaces within the building that our residents use on a scheduled and open basis. This includes an 7,300 sq. ft Wellness Center with a large lap pool that also includes scheduled aquatic programs such as water aerobics classes and an entire land based work out area with machines tailored to Senior use. This senior campus will also have an indoor Pickle Ball court that can be used by our residents year-round. Parking Stall Deviation: Current Andover City Code requires 2.5 parking stalls per unit. We are proposing 125 surface stalls and 159 garage stalls between the main senior living building and brownstones for a total of 284 stalls on site. This is an average of 1.4 parking stalls per unit (total of 208 units on site; 176 main senior living + 32 brownstones). Although the minimum age for this campus is 55+, the actual age of residents living in the brownstones is about 75 and the main senior living is 83. For the commercial portion we are proposing 41 stalls. Andover requires 1 stall per 250sf for office buildings and professional offices, which this commercial building is expected to be, requiring 40 stalls. No parking deviation for the cottages complying with parking regulations for single family homes. SilverCrest has a current community, Summit Place, in Eden Prairie. The campus is one main building with Independent Living, Assisted Living, and Memory Care. The number of units are 170 Independent Living, 63 Assisted Living, and 32 Memory Care for a total of 255 units. The parking at this community is 119 exterior surface parking stalls and 104 indoor garage stalls, which is a 1.3 ratio. Assisted Living and Memory Care residents are not driving and are not using a parking stall. This is the reason we do not run into issues with parking available at our communities and the reason the city of Eden Prairie accepted this ratio. Storage lockers will also be available inside the building for residents to rent for an additional charge. While evaluating the overall site design, we spent significant efforts seeking the optimal balance of the size of the building footprint, achieving pedestrian circulation around the site, beautifying the site landscaping/greenspace, and providing adequate parking to accommodate residents and guests, along with reducing headlights from leaving the property. ��// 6 1 P a g e -14( Andover Senior Campus Below grade parking stall size: Current Andover City Code requires 10'-0" wide x 18'-0" deep parking stalls. Our development is proposing 9'-0" wide x 18'-0" deep parking stalls in the below grade garage due to structural design. The 9' stall width does not include the columns or structure within the stalls. This means the 9' underground stalls will be 9' clear with no obstructions. This size allows us to provide 1 stall for each unit per city code. hi our surface parking lot, we will provide code required parking stalls of 10'-0" x 18'-0". 176 -Unit Building Height Deviation: The maximum height allowed in the M-3 Multiple Dwelling District is 35' (proposed zoning district as part of the rezoning request). Our development team is formally requesting a building height deviation from 35'-0" to 47'-2". The 176 -unit residential buildng will have a flat roof with a 2'-3" foot parapet (parapets under 4 feet are not counted towards overall building height according to City Code. If the structure was three stories and included a "pitched" roof the overall building height would be 54'. • In today's apartment buildings, it has become common practice to provide 9'-0" ceiling vs traditional 8'-0" ceiling heights to meet market demands and provide an exceptional living experience. We are proposing 9'-0" ceiling heights on residential floors two and three. On first and fourth floors, ceiling will be 10'-0" to accommodate mechanical systems in soffits while maintaining the higher ceiling feel. • We are providing the required fire suppression system internally, as well as fire access lanes on our site. Standpipes will be located in stairwells and on both sides of firewalls. Andover City Code 12-3-5: Minimum District Requirements: B. Maximum Height, allows principal buildings to exceed the height limits imposed by provisions provided it is determined that: a. Adequate fire protection and other safety features are provided. a. The building will be fully sprinkled with an NFPA 13 system, include standpipes at every stairwell and on both sides of any firewall. b. We have been coordinating with Andover Fire on appropriate access for their equipment and appropriate distances. b. The height and bulk of the building will not destroy a scenic or appropriate view, will not shut off light and air from surrounding properties, or otherwise be detrimental to the public. a. A shadow study has been conducted and does not cast shadows onto existing homes or buildings. b. The building uses several stories to minimize massing near residential properties. For example, near existing homes the building is 1 and 2 stories high. c. The buildings meet or exceed the minimum setbacks for the zoning district. c. In no event, however, shall any building occupy more than the permitted percentage of lot area as provided in this title. a. It does not. • In the design of our site, we have placed the 176 -unit building in order to not cast shadows on other structures. * After 25 ft dedication for R/W on Hanson and 60 ft dedication for R/W 71 Page q5, Setbacks Front County Rd * Side* Rear* M3 Std. 40 50 30 30 IL/AL/MC 42.9 57.9 NA 30 Brownstones 40 NA 10 142 Cottages 50 NA 10 10 NB Std. 40 50 30 25 Commercial 78 NA NA 25+ * After 25 ft dedication for R/W on Hanson and 60 ft dedication for R/W 71 Page q5, Andover Senior Campus • Our development has 52.6% of green space. Signage: A double -sided, lit monument sign will be located at the entrance to the site off Crosstown. There will also be small unlit signs (approximately 48"W x 60"H) on the property to direct visitors to the appropriate buildings on the site (main senior building vs brownstones vs cottages), including off 1501 noting that entrance is for staff, deliveries and authorized visitors only. At the intersection of Crosstown and Hanson, there will either be a combination sign attached to the corner of the building, or an illuminated wall sign located on the building itself. This signage is anticipated to be above 10' tall, but not to exceed 47'. Desirable PUD Design Qualities: A. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this chapter. Independent Living/ Assisted Living/Memory Care: The proposed design consists of a 176 residential unit building in varying floors, ranging from 1 story to 4 stories. The 4 story portion of the building will have a flat roof with parapet. The 1 story memory care wing and 2 story assisted living wing will have a pitched roof to blend in with the existing neighborhood and proposed Brownstones on the site. The building will have the following amenities available: • Indoor pickle ball court, bistro, salon, club room, multi-purpose room, golf simulator, crafts room, underground parking, and a wellness center including a warm water pool, group fitness, fitness equipment room and therapy spaces. Memory Care has studios and Ibdrm units, Assisted Living has studios, one bdrm units and two bdrm units and Independent Living has one bdrm, two bdrm and two bdrm + den units. Brownstones: Two separate brownstones are proposed on the site as a future phase. Each building will consist of 16 units, spread out over two levels with underground parking. Units will be accessed via a central corridor or via an outside entry for 1st floor units only. The buildings will have limited common area spaces. Cottages: Four cottage style buildings, totaling 9 units, are proposed for a future phase. The single story units will have attached double car garages. Their design will look very single family like and will be a nice transition for the single family along Bluebird to the two story brownstones to the west. Commercial: A single story, 10,000 s,f. commercial building is proposed for a future phase at the comer of Crosstown and Bluebird. This building will likely consist of a day care or medical clinic. B. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. 8 1 P a g e �tiO Andover Senior Campus The development will continue the city path that is currently on Hanson, all along the Crosstown Blvd. NW side of the site. Concrete sidewalks to promote pedestrian traffic throughout the site will also be installed. The development will install a single lane roundabout at Bluebird and Crosstown to facilitate traffic in and out of the site. C. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back-to-back lots. Landscape buffering is proposed between existing neighborhoods and the senior campus. Between the commercial site and existing neighbors, a 4' berm with screening vegetation is also proposed. D. Preserves existing stands of trees and/or significant trees. Where existing trees will be removed, privacy and screening are a main priority with landscaping whether it be leaving existing trees where we can, or planting new vegetation buffers. A tree inventory was completed and found many of the existing trees not in good shape. The current landscape plan incorporates buffering to screen adjacent properties. E. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. Independent Living/ Assisted Living/Memory Care: The proposed Landscape plan will feature native tree, shrub, and perennial plantings. Plantings around the perimeter of the site will help to screen adjacent properties to reduce the impact of the new development and provide new residents with screening and privacy from the street. A 4' berm with screening vegetation is proposed between the neighborhood commercial and existing neighborhood to minimize views of the commercial property and provide an attractive visual screen from cars and headlights in the commercial parking lot. Brownstones: As these buildings are part of a future phase, the area where these proposed buildings would be built will be seeded until development occurs. We anticipate that once developed, the landscape plan will be like what is proposed for the Independent Living/Assisting Living/Memory Care building and feature native trees, shrubs, and perennial plantings. Cottages: As these buildings are part of a future phase, the area where these proposed buildings would be built will be seeded until development occurs. We anticipate that once developed, the landscape plan will be like what is proposed for the Independent Living/Assisting Living/Memory Care building and feature native trees, shrubs, and perennial plantings. Commercial: As this building is part of a future phase, the area where the proposed building would be built will be seeded until development occurs. We anticipate that once developed, the landscape plan will be like what is proposed for the Independent Living/Assisting Living/Memory Care building and feature native trees, shrubs, and perennial plantings. We intend to use the same landscape designer for the future phases so there is one consistent landscape theme for the property. K7 91 Page Andover Senior Campus F. Preserves significant usable space on individual lots or through the provision of open space within the development. Independent Living/ Assisted Living/Memory Care: • A large dining patio is located in the `courtyard' of the building along Hanson. • Memory Care has their own dedicated patio with landscaping, fenced for the safety of residents. • Concrete walking paths will be provided throughout the site connecting the various buildings and amenities, encouraging residents and visitors to enjoy the site. • Stormwater retention ponds will be located on site and landscaped to be visually appealing throughout the seasons. Brownstones: Parking for these buildings will be located underneath the building which will allow more green space on the site. Surface parking like the IL/AL/MC main building will be constructed along the main drive to that building. Sidewalks to connect these buildings to other parts of the property. Stormwater retention will be handled by ponds located on the site. Cottages: Access to the cottages will be via a driveway from the internal roadway. Each unit will have direct sidewalk access to the driveway. Stormwater retention will be handled by ponds located on the site. Commercial: A separate lot for the commercial component is planned along Crosstown. A 4' berm will screen any headlights pointing toward houses along Bluebird. Any outdoor courtyard or play area, will be constructed on the west side of this building away from Crosstown and Bluebird. G. Provides an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, decorative mailbox groupings, retaining walls, boulders, fencing, area identification signs, etc. Independent Living/ Assisted Living/Memory Care: • Interior mailboxes eliminate the need for additional structures on site. • Site lighting will be designed to minirnally impact neighbors while meeting code requirements. • Building is set back from Hanson 100' for deeper visibility on the road and for more green space for residents facing Hanson. • Retaining walls will be block that matches the exterior building materials on site in color and style. Brownstones: These buildings are proposed for the interior portion of the site. Retaining walls that match the building exterior materials will be utilized to allow drive lanes for the underground parking to be constructed. We anticipate that mailboxes will be located within each building. Cottages: We anticipate using a pedestal box for mail service for these 9 units located in a central area near these buildings. The landscaping for these units will look like what you find with a single-family home. 101 Page ?) Andover Senior Campus Commercial: A 4' berm will screen the east side of the building from the neighborhood. The building is 62 feet from the ROW on Bluebird and close to 100 feet back from Crosstown which allows for more green space and parking. H. The proposed structures within the development demonstrate quality architectural design and the use of high quality building materials for unique design and detailing. Independent Living/ Assisted Living/Memory Care: The development and design team are proposing an apartment building with a contemporary upscale look, while complementing the surrounding residential site context; single family homes, Clocktower Commons commercial area, Andover Elementary, and Andover City Hall. • The colors chosen draw inspiration from the existing neighborhood homes and nature surrounding the site and city of Andover. We've used subtle color blocking to break up the building and avoid the look of a repetitive building facade. • Durable materials are used to ensure maintenance free design that keep it looking new throughout the years and Minnesota weather. • The prefabricated suspended decks will continue the building layers for more depth and visual interest. • The main entrance with port cochere welcomes residents and guests. The front entry incorporates textures and glassy exterior that allows others to see into the building common amenity spaces and encourage them to step inside. Brownstones: The design and colors for these buildings will complement the main IL/AL/MC building. Balconies will be provided for 2' floor residents that look residential. The garage entries will be clearly identified as will the main floor guest entry. Cottages: The design and colors for these buildings will complement the main IL/AL/MC building and the brownstones. These units are residential looking, very similar to a single-family home. Commercial: The commercial building will have durable materials like other commercial buildings located near this property. I. The lasting quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. The property is being purchased by the J.A. Wedum Foundation. Separate LLC's controlled by the J.A. Wedum Foundation will ultimately own the parcels. The neighborhood commercial will likely be sold to a 31 party for development. The non-profit organizational documents does not allow the J.A. Wedum Foundation to own and operate commercial property. Common area maintenance agreements will be in put place as part of developing the property. The J.A. Wedum Foundation will maintain control and assess the commercial property their pro - rata share of common area costs. Each resident's lease will have the following language. "Certificate of Age: 1149111Page Andover Senior Campus NAME OF COMMUNITY is an equal opportunity provider of housing for persons age 55 and over. Except with respect to age, as allowed by law, NAME OF COMMUNITY does not discriminate based on any status protected by law in the rental or advertising of its housing units. By signing this Assisted Living Contract, you certify that all of the Residents listed above are at least 55 years of age on the first day of tenancy at NAME OF COMMUNITY." TO 121 Page C I T Y O F ND OVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMO MNDDM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: March 6, 2024 REFERENCE: Andover Senior Campus / Commercial Site Plan / Review #2 The following comments are reaarding to Review #2: 1. (Review #1) Need to obtain the necessary permits from the Coon Creek Watershed District (Grading, Storm Water Design and Erosion Control), MPCA and MCES (Sanitary Sewer), MDH (Water Main), DOLI (utilities), Anoka County Highway Department, and/or any other agency that may be interested in the site. Provide copies of permits to City. Noted, kept for tracking. Plans submitted to ACHD and CCWD by developer. Submit updated plans /stormwater report to ACHD and CCWD. Submit copy of comments received by each agency to City. 2. (Review #1) Provide an O&M agreement for the storm sewer sump catch basins as well as all on site infiltration basins and ponding areas. Noted, kept for tracking. To be provided upon approval of stormwater management plan. 3. (Review #1) When site grading is completed an as -built grading plan shall be submitted to the City for review using Anoka County coordinates and elevation datum. Developer's engineer shall certify the site is in compliance with the approved grading plan prior to City approval. Noted, kept for tracking. 4. Sheet 24.0014PP and all applicable sheets: ROW corner radii at northwest, northeast and southwest corners of site shall be 30' radii (minimum) or greater to encompass existing utilities. Radius at northeast corner to be revised to include future trail around round about (see sheet C1.5). 5. Sheet 24.0014PP: Delete "Future" from Proposed Right of Way note along Crosstown Blvd. Label "Proposed Right of Way" along Hanson Blvd over the existing road and utility easement. 6. Sheet 24.0014PP and all applicable sheets: Include Drainage and Utility Easement in northeast corner of the site to encompass a storm sewer stub to future round about. 7. Sheet C1.1: add "Fire Access' to note for grass over reinforced mat. 8. Sheet C1.1: Label "Future Roundabout (Conceptual). 9. Sheet C1.1: Phasing note refers to red lines and shading, no red lines or shading on sheet? 10. Sheet C1.1: For the proposed right turn lane on Crosstown Blvd, add dimension labels as marked up, as well as width of proposed right in/right out pavement widths. 11. Sheet C1.3: Show turning movements for fire truck into and out of right in/right out on Crosstown Blvd. These were shown in the previous submittal. 12. Sheet L1-L5: Don't show trees that are to be removed. Keep trees and shrubs above the proposed 100 -year flood elevation within all drainage and utility easements and out of the sight corner for Hanson Blvd and Crosstown Blvd and the sight triangle of the new road and Crosstown Blvd. 13. (Review #1) Sheets C2.1 -C2.3: Identify areas of fill with a hatch pattern, identify in legend. Noted, to be addressed in next submittal. 14. Stormwater calculations in Hydrocad utilized amended CN values for disturbed areas. Need to address somewhere in plans how soils are to be amended in disturbed areas. 51 15. Sheet C2.1: General Notes are cut off on bottom. 16. Sheet C2.2 and all applicable sheets: For Low Area 4 label proposed and existing HWL's. 17. Sheet C2.2: Basin 3 and Areas 604 HWL elevations don't match Hydrocad model. 18. Sheet C2.2: For Basin 4, label the EOF as OCS rim. Currently it's called out as overland but the trail on Hanson Blvd is higher than the EOF elevation listed. 19. Sheet C2.3: Add EOF elevations for paved area low points at areas identified (all low areas). 20. Sheet C2.3: Add spot elevation for elevation between pre-treatment cell and Basin 1. 21. Sheet C2.3: Berm proposed in north corner of site may need to be removed or adjusted if ponding needs to be expanded to incorporate additional drainage area along Crosstown Blvd for future roundabout. 22. Sheet C2.3: Retaining walls over 3 feet shall have "Decorative" fences instead of split rail. 23. Sheet C2.3: Show sight corner (different from sight triangle) for the southeast quadrant of Hanson Blvd and Crosstown Blvd. No trees or shrubs are allowed in this area. 24. Sheet C3.1: Review water main under retaining wall near low area 4. Wall appears to be 13' high, which will make water main 20'+/- deep in parking lot prior to angling upwards. May want to consider a steel casing pipe under the wall in case this pipe ever has a leak or needs to be replaced in the future. Discuss with City staff. 25. Sheet C3.1: Label size, slope, and inverts for sanitary stubs to brownstones and commercial pad. 26. Sheet C3.2: For storm sewer connection into Anoka County storm sewer system on Hanson Blvd, County comment referenced preferring tying into the existing stub further south if possible. Not sure if there is enough grade to route Basin 4 there, but it may be better to route Basin 6 to the southerly stub, or also look at discharging Basin 6 into Basin 4 as marked up. 27. Sheets C3.2 & C3.3: Update pipe grades and IE's into OCS structures to improve skimming. 28. Sheets C3.2 & C3.3: Change storm sewer pipe in Crosstown Blvd ROW from 12" to 15". 29. Sheet C3.3: Storm sewer configuration between Basin 3 and Low Area 4 outlets will tend to push water south to Low Area 4. Review redlines, changing angle of pipes would promote flow north in storm sewer versus south. 30. Sheet C3.3: Provide a storm sewer stub in the north corner to the future roundabout. Extend pipe 10' past right of way. Provide calculations for 10 year flow rate in this pipe assuming all of Subcatchment INT drains to this pipe. 31. (Review #1) Sheet C4.1: There are numerous details missing from the plans, including but not limited to: typical sections / pavement insets (internal and external to site), sidewalk / trail, ped ramps, curb and gutter, concrete medians, pipe bedding installation, hydrants, gate valves, water main insultation, water main offset (if needed), water services, sanitary sewer details (MH, cleanout, pipe, etc.), rock construction entrance, retaining wall, fencing, mailbox cluster detail and concrete pad, handicap parking stalls and signage, etc. Most added, additional details as needed to be included in next submittal. 32. Sheet C4.1: Recommend changing Light Duty Bituminous Inset to 2-1.5" lifts as the 1" wearing course as currently proposed is difficult to construct. 33. Sheet C4.1: Add pavement inset for Crosstown Boulevard Turn Lane. Current pavement section for Crosstown Blvd is marked up in plans. 34. Sheet C4.1: Add column headers to Storm Sewer Structure Schedule (Structure #, Size/Detail, and Casting). 35. Sheet C4.2: Add pipe sizes to all details. Revise inlet pipes to have steeper reverse grade for skimming. Maintain minimum of 1' of concrete between front rim elevation of OCS and top of inlet pipe. Make sure changes reflected in Hydrocad models. Elevations and orifice size for Basin 3 do not match Hydrocad model. 36. Refer to redlined plan sheets for additional minor comments or those not addressed herein. 37. Identify in comment letter any changes made to plans since previous submittal not addressed in response comments. 38. Additional comments pending further review. 5-2- 2 Z 2 The following Comments are regarding the Stormwater Report Review #2: 1. In the Proposed Tributary Area Map and stormwater models, include additional area shown into Subcatchment INT for future roundabout drainage. This area is for the north half of Crosstown Blvd west of the intersection that currently flows to a French Drain in the northern ditch between the road and trail west of Bluebird Street. This area will need to be picked up with storm sewer in the ultimate condition. Update text (area) in report on Page 2 of 5 under Basin 1 paragraph and associated flow rate summary tables. Show storm sewer stub in maps to Subcatchment INT. 2. In Proposed Tributary Area Map, correct labels for CB 602 and B6 low areas to match Hydrocad. Label Subcatchment 1 area as well. 3. In the proposed Hydrocad models, update inlet pipe reverse grade elevations as marked up (or something similar) to provide skimming in proposed basins. Pipe grades as proposed nearly flat into OCS structures will not provide skimming in basins. Maintain 1' of concrete (minimum) between top of inlet pipe and front rim elevation of OCS structures. Make sure revised elevations and pipe grades match plans. 4. The proposed HWL for Basin 3 and orifice diameter for Basin 3 OCS do not match the plans. 5. In the Proposed Conditions Model (Basins Starting at Bottom), carry thru above comments from HWL model. 6. Refer to marked up stormwater report for additional minor comments. 7. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing (pet digital copy from City and type responses below original comment) when re -submitting the revised plans to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. 53 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: Kameron Kytonen, Natural Resources Technician Date: March 11, 2024 Reference: Andover Senior Campus CSP Comments 1. Please show the proposed plants being planted on the actual landscape plan. This makes it easier to read to see what species are being planted where. 2. Columnar Swedish aspen is not a recommended planting choice. a. A couple recommended planting choices in its replacement includes but is not limited to blue beech and pagoda dogwood 3. Additional comments pending further review. J.r-IJ 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Michael Gould, SilverCrest FROM: Joe Janish, Community Development Director SUBJECT: Review #2 — J.A. Wedum Foundation/SilverCrest Andover Senior Campus DATE: March 12, 2024 Review #2 Comments: 101. City Council took action on March 4, 2024 related to the Comprehensive Plan. The 60 day review period has now started. 102. Provide a copy of the CCWD permit to City once approved. 103. Continue submittals and review by Anoka County Highway Department. 104. Activity within the power line easement will require approval by Power Company. 105. Luminaire/Photometric Plan is missing. This will need to be submitted as part of the Commercial Site Plan. 106. Fencing or some alternative will be required at top of retaining wall in SE corner of parking lot for IL/MC/AL facility. This fencing will have to be of quality and design to block headlights from reaching homes to the south and southeast. 107. It appears as though lots consist of each "use". The PUD will need to note that multiple structures will be on one lot. 108. An easement will need to be recorded for the private roadways. 109. A unit count (1 bedroom, 2 bedroom, etc) for all residential structures will be needed to calculate lot size to unit requirements. 110. See PUD Review comments. 111. Additional comments pending further review. LANDSCAPE PLAN 112. Please see Memorandum from Kameron Kytonen, Natural Resources Technician. AS -BUILT SURVEY/FINAL PLAN SET REQUIRED 113. An as -built survey shall be prepared showing that the site has been constructed to the approved utility and grading plan. 114. The approved final plan set must be submitted in paper and in a digital format (.dwg or .dxf). BUILDING PERMIT 115. See Commercial Building Plan Requirements handout. Also available on the Building Department web page at www.andovermn.gov. FIRE DEPARTMENT COMMENTS 116. Additional comments pending further review. 65 Note: It is a requirement that the Applicant respond to each of these items in writing when re -submitting the revised plat to the City. A digital copy will be emailed to you so that so that you can type responses below the original comments. If you should have any questions, please contact me at j.janish@andovermn.gov or 763-767-5140. 5Co Anoka County TRANSPORTATION DIVISION I liyhwo, Joe Janish City of Andover February 14, 2024 1685 Crosstown Blvd. Andover, MN 55304 RE: Preliminary Plat — Andover Senior Campus Dear Joe, We have reviewed the Preliminary Plat for Andover Senior Campus to be located east of CSAH 78 (Hanson Boulevard NW) and south of Crosstown Boulevard NW within the City of Andover, and I offer the following comments: • The existing right of way along CSAH 78 is 75 feet east of centerline which should be sufficient for future reconstruction purposes. • As proposed, the plat will not introduce and new access points onto county roads. Any existing driveways or field entrances within the boundaries of this development are required to be removed and the ditch section restored to match existing depth, slope, and grades. No access points onto CSAH 78 will be permitted and the right of access along CSAH 78 should be dedicated to Anoka County. • Internal site grading shall not commence until the requested ACHD Engineering plan approvals are received and the applicable permits can be issued. • Any utility relocation in the CSAH 78 right of way will be required to be coordinated directly by the city/developer. • Please note that no plantings or private signs will be permitted within the county right of way and care must be exercised when locating private signs, building, structures, plantings, berms, etc. outside of the county right of way, so as not to create any new sight obstructions for this section of CSAH 78. ACHD would like to work with local governments in promoting compatibility between land use and the county highway system. It should be recognized that residential land uses located adjacent to County highways often results in complaints about traffic noise. Existing and/or future traffic noise from CSAH 78 could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NAC) where establishment of the land use would result in violations of established noise standards. It is advised that the City and the Developer assess the noise situation for this development as it is proposed to be located directly adjacent to CSAH 78 and take the level of action deemed necessary to minimize the impact of any highway noise by incorporating the appropriate noise mitigation elements into the design and phasing of this plat as applicable. Our Passion Is Your Safe Way Home 1440 Bunker Lake Boulevard N W ♦ .Andover. PAIN 55304-4005 -S7 Office: 763-324-3100 • Fax 763-3243020 ♦ wmiw anokacounly us%highway Affirmative Action I Equal Opportunity Employer The ACHD Engineering Plan Review process will apply to this site. The following items should be submitted to Brandon Ulvenes, Engineer II, Brandon. Ulvenesaanokacountvmn.aov (checklist and payment information are available on our website: https://www.anokacountvmn.gov/4072/Development-Review): • Construction plans • Utility relocation plans • Traffic Control plans • Grading and erosion control plans • Drainage calculations — Note that the post -developed rate/volume of runoff must not exceed the pre -developed rate/volume of runoff for the 10 -year critical design storm • ACHD Design Requirements Checklist • Engineering plan review fee (estimated at $150.00) If any work will be performed in the County Right of Way, a Permit for work within the County Right of Way ($150.00) must be obtained prior to the commencement of any construction. License permit bonding, methods of construction, design details, work zone traffic control, restoration requirements and follow-up inspections are typical elements of the permitting process. Contact Sue Burgmeier via phone at 763.324.3176 or via email at HighwavPermits(a.anokacountvmn.00v for further information and to coordinate the ACHD Permit process. Thank you for the opportunity to comment. Feel free to contact me if you have any questions regarding this review. Sincerely, Logan Keehr Traffic Engineering Technician xc: CSAH 78/Plats+Developments/2024 Jerry Auge, Assistant County Engineer David Zieglmeier, County Surveyor Sean Thiel, Traffic Engineering Manager Sue Burgmeier, Traffic Technician Brandon Ulvenes, Engineer II 92 CHAPTER Il COMMERCIALANDUSTRIAL PERMITTED, PERMITTED ACCESSORY, CONDITIONAL, INTERIM AND PROHIBITED USES P—Permitted Use NB—Neighborhood Business PA— Permitted Accessory Use SC—Shopping Center C — Conditional Use' GB — General Business I — Interim Use I - Industrial PUD — Planned Unit Development NB X — Prohibited Use GB If Use Not Specifically Listed or Provided for Elsewhere in the CityCode, It Is Prohibited Uses ZoningDistricts AUTO RELATED USES NB SC GB I Automobile service stations in compliance with City Code 12-124 C3 c C C Car wash automated X C X X Car wash self service X X P P Car wash, accessory to automobile service station X P P P School bus temdnal X X X P Transportation terminals or motor freight terminals X X X X Vehicle sales new in Compliance with City Code 3-8 X X C C Vehicle sales used in Compliance with City Code 3-8 X X C C LIQUOR NB Sc GB I Liquor licenses in compliance with City Code 3-1 Ca C C C Liquor License, On -Sale Wine in compliance with City Code 3-1 C C C C Liquor stores, off -sale in compliance with City Code 3-1 C6 C C X RETAIL TRADE AND SERVICES NB Sc GB I Adult use business as defined in Title 3 Chapter 7 of the City Code X X C C Barbershops and bewty salons P P P I X Campgrounds, gun clubs and ranges, archery ranges, racetracks X X X X Christmas tree sales I I I I Commercial recreation, indoors P P P P Commercial recreation outdoors C C C C Commercial riding stables X X X X Crematorium in compliance with definition under City Code 12-2 X X C C Daycare centers Commercial P P P P Daycare centers(drop in PA PA PA PA Drive in businesses or businesses with a drive through window C C C C Dry Cleaning Processing (Amended Ord. 323, 2-7-2006) in compliance with definition under City Code 12-2 X X C C Financial institutions P P P P Hotels and motels C C C C Lumberywd X X X C Medical and dental clinics P P P P Medical clinic - continuous operation C C C C Mortuaries and funeral homes without crematorium P P P P Pawnbrokers- as defined in Title 3 Chapter 4 of the City Code X C C C Precious metal dealers -as defined in Ciry Code 3-4 X C C C Professional studios P P P P Recreational vehicle, boat, and marine equipment sales X P P P Rental businesses (Equipment) I I P P Repair services as defined in City Code 12-2 P P P P Resorts X X X X Rest=nmts/cafes P P P P Restaurant with live entertainment X C C X Retail trade and services P P P C Secondhand goods dealers as defined in Title 3, Chapter 4 of this code X C I C C Theaters Indoors X P P P Theaters Outdoors X X X X Veterinary clinics no outside pens or animal storage) C C P P SCHOOLS NB SC GB I K-12 X X X X Post-Secondatry Schools C C C C Schools exceeding height maximum up to 45 feet in height C C C C STORAGE NB SC GB I Bulk fuel storage (tanks greater than 1,000 -gallon storage capacity) in compliance with City Code 12-8-2 C C C C Highway construction materials (temporary processing and storage) in compliance with City Code 12-16 com liance I 1 I 1 Mini storage indoor storage only) X X C C Outdoor display,storage, and sales C C C C Outdoor display, storage: and sales- during operating hours only C C C C Tires - Exterior storage of waste tires X X X X Tires - Interior storage of more than eight 8) waste tires C C C C Toxic waste storage X X X X UTILITIES NB SC GB I Private utilities as, electric, phone, cable, etc. in Compliance with City Code 8-2 P P P P Private utility structures and/or uses electrical transmission lines as pipelines, etc. C C C I C Public utility uses for local service P P P P OTHER NB SC GB I Any incidental repair, processing, and storage necessary to conduct a permitted commercial or industrial principal use but not to exceed thirty percent (30%) of the floor areas ace of the 2rincipal building. PA PA PA PA Antennas in excess of thirty-five feet (35') in height in compliance with City Code 9- 12 C C C C Buildings (Principal) exceeding height maximum subject to City Code 12-3-5 C C C C Contractors' Shops and Storage Yards s C' X P P Religious Institution X C C X Clubs and lodges X X P X Continuous operation of a business P P X4 X4 Excavation (Mining) greater than 400 cubic yards when no building permit has been issued in compliance with City Code 12-13 I I I I Golf courses and driving ranges X X X X Group Homes as regulated by State Statute X X X X Ju ands X X X X Land Reclamation in compliance with City Code 12-13 1 I 1 1 Landfills X X X X Manufacturing X X P P Marinas X X X X Offices P P P P Publicly owned and operated property except as herein amended P P P P Research laboratories X X P P Swimming pools and recreation areas or structures PA t PA PA PA Uses which may be detrimental to the health, safety, and welfare of persons residing or working in the vicinity X I X X X Wholesale businesses X X P P Wind Energy Conversion Systems (WECS)-as defined in and in compliance with Title 9, Chapter 13 of this code. WECS are prohibited on WDE site. C C C C Solar Ener S stems ound mounted X X X X Solar Ener S stems roof mounted PA PA PA PA Activities involving the storage, utilization or manufacture of materials or products such m TNT or dynamite. I I I I Notes: I. Conditional use permits for uses not listed herein shall not be granted except where the city council determines that said uses are similar in character to those listed herein. Within any of the following districts, no land or • E structure shall be used for the following uses by districts except by conditional use permit and in accordance with the criteria as stated in subsection 12-15-6D of this title. 2. Provided a minimum of twenty-five thousand (25,000) square feet of retail floor space is constructed, except as otherwise approved as part of a Planned Unit Development. 3. After a minimum of two thousand (2,000) square feet of retail floor space is constructed, provided the site is two (2) acres or larger. 4. Sec 12-2-2 for definitions of"Continuous Operation and Non -continuous Operation". From November 15th to January 1st continuous operation will be allowed in the General Business and Industrial Zoning District. 5. Contractors' Shops and Storage Yards within NB —Neighborhood Business districts shall be located on properties outside of the Metropolitan Urban Service Area (MUSA) boundary. 6. Provided the use is located within a contiguous NB -Neighborhood Business District that is at least 5 -acres in size. (Amended Ord. 552, 5-2-23) W� SECTION COMPARISON Andover Senior u 4 amm L. jY 11 LO �.1 Conceptual Commercial Crosstown Elevation L'J 3/32• = 1'-Y 1 kcal Wilson orchite� 6 f r ^O� " t► iu .fid a R h y � p RENDERING 11111011OW Andover Senior C - c9 m: u_ : : Material Mark Description Image 4.1 BRICK - CHARCOAL 5.2 ALUMINUM BALCONY - COLOR: BLACK 7.0 ROOF SHINGLES - ASPHALT - ARCHITECTURAL GRADE 7.1 LAP SIDING - GRAY 7.2 LAP SIDING - WOOD TONE 7.3 LAP SIDING - COPPER 7.4 VERTICAL LAP SIDING - WHITE 7.5 VERTICAL LAP SIDING - DARK GRAY 7.6 LAP SIDING - DARK GRAY 8.0 WINDOWS AND PATIO DOORS - BLACK 8.1 ALUMINUM STOREFRONT 8.2 ALUMINUM PERGOLA - BLACK [A YA TF1, EXTERIOR MATERIALS Andover ior kms„ wil--kifprk 11 ovwa, INN" 11 a ro iii IIiIinrB lion lion ONE no onNo iill� i11WlIlIlIiNiOL iii iNOl1lu1111IIin i 111ll1_ 111 iii on !■■I' HIM iiiiiiIii`ii i i 111111 IO'mm IIW WniI N ■o■ _ ■■ ON now ■n ■o■ ■■ ■.n ■o■ ■■ ■n ■o■ ■■ ■■ ■on ■■ on now oil ■.■ ■■ ■on ■o■ ■■ ■n ■o■ on on ■o■ on INN" 11 a , iiii iii a lliIIOEM ■.■ ■.. lion lion ONE no onNo am OEM MEN ME am 7 T s I',.' ■ ■. 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HERE! 1, -_ NN mom ■ ■■ NINE mom mom 11011111 11 ■ Imll■i ■■ ■■■ (11111: ME on ■■■ i Mom No �0 son son �� 11 MONO: so MONO NONONO w MOMOMO NONONO ■■I 10111 m11Wll I■111 11ol .on �� ii■r ii NOi ■■ NONO NONO ti■ iii 1111 NOlu �� NONO NONO NONO iii iNO so MOi NOi Io u■ ��: u1w0 rr �� ■■ ■■ -00_ ■u 1111 ■■ ��. ■■ ■■ ■■ ■n ■■ ■I■, MONO NOCNO �, NONO""Ye_ee—■�:���.���_���I •om. ,I�11.:nr ■� �1I_00._ _So ,, IIIIIIII ■■ ■■■ 017 IL - EXTERIOR ELEVATIONS Andover Senior ■■ ■■ ■■ ■■ no ON an HE IN on IL - EXTERIOR ELEVATIONS Andover Senior ioryeS Jenopuy ONIN30N3N NMOISSM W-51 I i i' tom- 111 11 I 5 7M TC 2 To: From: Date: Subject: Jay Portz, President J.A. Wedum Foundation Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC March 13, 2024 2024 Update to the Andover Senior Living Traffic Study EXECUTIVE SUMMARY DRAFT REPORT TC2 has reviewed the proposed Andover Senior Living Development and compared it to the previous development proposal and subsequent evaluations. Over the last couple years, multiple variations of the proposed development have been evaluated, including changes to the number of units, access configuration, site layout, and area infrastructure (see Appendix). Therefore, the intent of this 2024 update is to understand how the proposed development compares to previous proposals and identify if any changes to the previous study recommendations are needed to support the proposed development. Thus, the following findings and conclusions are offered for consideration. Traffic Volumes • The traffic data from the previous study was collected in 2022, which is approximately two years old. Historically, traffic data that is two years old or less is valid and since there were no new developments in the immediate area that have occurred that would otherwise significantly change area travel patterns, the previous existing conditions/data remains reasonable. Land Use The proposed development land use is generally consistent with the previous study, with approximately 15 less residential units planned; there is also a 2,000 square foot reduction in the amount of commercial space proposed. Land Use 2024 Update Previous Change (+ I -) Senior Multifamily Housing (252) 112 units 125 units - 13 units Assisted Living (254) 64 units 75 units - 11 units Commercial - Office (710) 10,000 SF 12,000 SF - 2,000 SF Senior Single -Family Housing (251) 41 units 32 units +g units Total Proposed Development 217 units 232 units -15 units Access/Site Circulation The proposed access locations and site circulation patterns are generally consistent with the previous evaluations. Primary development access will be provided via right-in/right-out access along Crosstown Boulevard and full -access along Bluebird Street; a secondary full -access serving a 20 -space employee -only parking lot is proposed along 150t' Lane. I www.transi)ortationcollaborative.com 1 75 2024 Update to the Andover Senior Living Traffic Study March 13, 2024 Page 2 Roadway Improvements • As previously evaluated, motorists on the north leg of Bluebird Street at Crosstown Boulevard are expected to experience an average delay near one -minute (i.e., LOS F operations) under future conditions regardless of the proposed development. Thus, a single -lane roundabout configuration continues to be the preferred configuration to address existing/future capacity issues in this location. Trip Generation • The proposed development is expected to generate on average 59 a.m. peak hour, 69 p.m. peak hour, and 816 daily trips once fully completed, which is approximately five (5) to ten (10) percent less than previously proposed and evaluated; no multimodal or multiuse reductions were applied to provide a conservative estimate. • The new resultant year 2025 build condition traffic forecasts are illustrated in Figure 1. Land Use Type (ITE Code) Size AM Peak Hour PM Peak HourDaily In Out In Out Proposed Development Senior Multifamily Housing (252) 112 -units 8 14 16 12 364 Assisted Living (254) 64 -units 7 5 6 9 166 Commercial - Office (710) 10,000 SF 13 2 2 12 108 Senior Single -Family Housing (251) 41 -units 3 7 8 4 178 Total Proposed Development Trips 31 28 32 37 816 Previous Total Development Trips 35 30 33 43 868 Change in Trips (+/-) -4 -2 -1 -6 -52 Intersection Capacity • Given the similar level of trip generation, access/site layout, and assumed transportation improvements as was previously evaluated, the area roadway network can accommodate the proposed development safely and efficiently as proposed and no additional infrastructure is recommended from an intersection capacity perspective. Neighborhood Impacts • Minimal traffic from the proposed development is expected to travel through the adjacent neighborhood given the site location and proximity to adjacent access, as well as the circuitous nature of roadways within the adjacent neighborhood to the south. Other Considerations • Locate signage and landscaping to avoid creating any sight distance issues. • Provide an eastbound right -turn lane along Crosstown Boulevard at the proposed access. • Relocate the southwest driveway at 150'" Lane to align with the existing Eagle Street approach. 70 i Td 2 Year 2025 Build Conditions �?8 2024 Update to the Andover Senior Living Traffic Study Figure 1 79 TC 2 REPORT To: Peter Pfister, AIA Pfister Associates From: Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC Date: July 1, 2022 Subject: SilverCrest Senior Living Traffic Study - Update EXECUTIVE SUMMARY TC2 completed a preliminary traffic study for the proposed SilverCrest development in May 2022 to quantify current area transportation conditions and to understand transportation impacts associated with various access scenarios. The preliminary study, which is provided in the Appendix, focused on two access scenarios, identified changes to area traffic volumes and operations, and evaluated potential infrastructure improvement needs. The study identified that the adjacent roadway network can support the proposed development and also that area operations can be improved by changing the traffic control of the Crosstown Boulevard and Bluebird Street intersection. Therefore, based on the preliminary study findings, as well as feedback from area agencies and residents, the proposed SilverCrest development was refined. Key transportation items incorporated into the proposed development since the preliminary study and stakeholder feedback, include: • Access — provided via a right-in/right-out configuration along Crosstown Boulevard and a full - access along Bluebird Street; no public access would be provided via 1501 Lane • Land Use — replaced 75 -units of senior residential apartments with 32 -units of senior residential townhomes; included approximately 12,000 square feet of first floor commercial office space • Roadway Imorovements —assumed a single -lane roundabout would be constructed at the Crosstown Boulevard and Bluebird Street intersection by year 2025 • Site Plan — reconfigured the internal roadway network within the site to direct most motorists to/from the primary access at Crosstown Boulevard, as opposed to Bluebird Street Based on these changes to the proposed development, along with the assumed transportation improvements, the area roadway network can accommodate the proposed development safely and efficiently as proposed. No additional infrastructure is recommended from an intersection capacity perspective, however several considerations were identified to help minimize any impacts to the adjacent neighborhood, including adding restrictive signage, relocating the Bluebird Street access, or modifying the internal roadway network. This conclusion is supported through the following documentation of study assumptions, methodology, and findings. I www.transr)ortationcollaborative.com 1 8d SilverCrest Senior Living Traffic Study - Update INTRODUCTION July 1, 2022 Page 2 TC2 has completed a traffic study update for the proposed development located in the southeast quadrant of the Hanson Boulevard (CR 78) and Crosstown Boulevard (CR 18) intersection in Andover, MN. The subject site, shown in Figure 1, is currently a vacant lot generally bounded by Hanson Boulevard to the west, Crosstown Boulevard to the north, Bluebird Street to the east, and 1501h Lane to the south. The main objectives of the study are to identify existing traffic operations within the study area, evaluate transportation impacts of the proposed development, and recommend improvements, if necessary, to ensure safe and efficient operations for all users. The following study assumptions, methodology, and findings are offered for consideration. Figure 1 Subject Site LION SilverCrest Senior Living Traffic Study - Update EXISTING CONDITIONS July 1, 2022 Page 3 Existing conditions were reviewed within the study area to establish current operations to help determine impacts associated with the proposed development. The evaluation of existing conditions included collecting traffic volumes, observing transportation characteristics, and analyzing intersection capacity, which are described in the following sections. Traffic Volumes Intersection vehicular turning movement and pedestrian/bicyclist counts were collected on Wednesday April 20, 2022, at the following locations: • Crosstown Boulevard (CR 18) and Hanson Boulevard (CR 78) • Crosstown Boulevard and Shopping Center Access • Crosstown Boulevard and Bluebird Street • Hanson Boulevard (CR 78) and 1501h Lane The counts were collected between 7 and 9 a.m. and 4 to 6 p.m. However, the counts along Crosstown Boulevard at the Shopping Center Access and Bluebird Street were collected from 6 a.m. to 7 p.m. to assist with future traffic control evaluations. Average Daily Traffic (ADT) volumes within the area were provided by MnDOT or estimated using the traffic counts collected. Figure 2 illustrates the existing hourly traffic volume profile of each leg of the Crosstown Boulevard and Bluebird Street intersection. This information indicates that the existing a.m. peak hour occurs between 7 and 8 a.m. and the p.m. peak hour occurs between 4 and 5 p.m. Most traffic is along Crosstown Boulevard, with less along Bluebird Street. Note that daily traffic volumes along Bluebird Street, north of Crosstown Boulevard are nearly five (5) times greater than along Bluebird Street south of Crosstown Boulevard. The estimated ADT volumes along Bluebird Street to the north and south of Crosstown Boulevard are 2,350 vehicles per day (vpd) and 450 vpd, respectively. Figure 2 Crosstown Boulevard and Bluebird Street Hourly Traffic Volumes 1200 E 1000 j 800 U 600 L 400 = 200 IIS_ I I II�_ I I I n I. I. I_ I_ '_ I. I_ I. I. I. I. f Q 4 ¢ 2 2 2b ¢ ¢ ¢ a a 2 :2 :5 a a a a �E a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 somm Crosstown Blvd (West Leg) aoon Crosstown Blvd (East Leg) smom Bluebird St (North Leg) w000 Bluebird St (South Leg) —Total Intersection Volume SilverCrest Senior Living Traffic Study - Update Transportation Characteristics July 1, 2022 Page 4 Observations were conducted within the study area to identify various transportation characteristics such as roadway geometry, traffic controls, speed limits, and multimodal facilities. A general overview of key roadways within the study area is as follows: • Hanson Bou/evard (CR7B)— generally a four -lane divided roadway with left- and right -turn lanes at key intersections. A multi -use trail is present on the east and west side of the roadway. The posted speed limit is 55 -mph; but there is also a 35 -mph school speed zone between Crosstown Boulevard and 1481 Lane when children are present. • Crosstown Boulevard (East of Hanson Boulevard)— generally a two-lane roadway with select left- and right -turn lanes. A multi -use trail is present on the north sides of the roadway. The posted speed limit is 45 -mph. • Bluebird Street (Horth of Crosstown Boulevard)— generally a 42 -foot -wide undivided roadway with one travel lane in each direction. On -street parking is allowed on both sides of the roadway; no sidewalk is present along either side of the roadway. The posted speed limit is 30 -mph. • Bluebird Street (South of Crosstown Boulevard)— generally a 28 -foot -wide undivided roadway with one travel lane in each direction. On -street parking is allowed on both sides of the roadway; no sidewalk is present along either side of the roadway. The statutory speed limit is 30 -mph, but it has a 25 -mph advisory speed limit sign. • 150* Lane— generally a 28 -foot -wide undivided roadway with one travel lane in each direction, which widens to 48 -feet near Hanson Boulevard. On -street parking is allowed on both sides of the roadway; no sidewalk is present along either side of the roadway. The posted speed limit is 30 -mph. The Crosstown Boulevard and Hanson Boulevard intersection is signalized, while all other study intersections are unsignalized with side -street stop (SSS) control. The Crosstown Boulevard and Shopping Center Access is restricted to three-quarter access (i.e., no left -turn out) and the Hanson Boulevard and 1501h Lane intersection is restricted to right-in/right-out access. Existing geometrics, traffic controls, and volumes within the study area are illustrated in Figure 3. Note that there was a total of approximately 20 pedestrians/bicyclists counted between 6 a.m. and 7 p.m. at the Crosstown Boulevard and Bluebird Street intersection. Intersection Capacity Intersection capacity was evaluated using Synchro/SimTraffic Software (version 11), which incorporates methods outlined in the Highway Capacity Manual, 6fh Edition. The software is used to develop calibrated models that simulate observed traffic operations and identify key metrics such as intersection Level of Service (LOS) and queues. These models incorporate collected traffic, pedestrian, and bicyclist volumes, traffic controls, and driver behavior factors. Level of Service (LOS) quantifies how an intersection is operating. Intersections are graded from LOS A through LOS F, which corresponds to the average delay per vehicle values shown in Table 1. An overall intersection LOS A though LOS D is generally considered acceptable in the Twin Cities. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. 83 Bluebird St w Clocktower U Commercial Area C o a C • xl � I City Rall C.® Crosstown Blvd (CR 18) 11 ........... a Andover " ti..........r •,. d s'�'"'°�!� m p ® ° Elementary 1 Uth w O U SilverCrest Senior Living Traffic Study - Update Table 1 Level of Service Thresholds July 1, 2022 Page 6 For side -street stop -controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side - street stop control can be described in two ways. First, consideration is given to the overall intersection level of service, which takes into account the total number of vehicles entering the intersection and the capability of the intersection to support the volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, most delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high -levels of delay (i.e., poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing intersection capacity analysis shown in Table 2 indicates that all study intersections currently operate at an overall LOS C or better during the a.m. and p.m. peak hours. In addition, side -streets and/or driveways operate at LOS C or better during the peak hours, except the southbound approach of Bluebird Street during the p.m. peak hour, which operates at LOS E. As noted earlier, this level of side -street operation is relatively common during the peak periods and doesn't necessarily warrant mitigation. However, since completion of the Preliminary study, the Citv has restriped the north approach of the Crosstown Boulevard and Bluebird Street intersection to include a dedicated right -turn lane• this change is expected to improve the north Bluebird Street approach to LOS D during the P.m. Peak hour. The operations shown do not include this turn lane Queues were observed extending beyond the available westbound left -turn lane storage along Crosstown Boulevard at Hanson Boulevard approximately five (5) percent of the time during the a.m. and p.m. peak hours, which is a relatively minor issue. All other queues are maintained within the available turn lane storages. Queues along the other cross -streets range from two to four vehicles during the peak periods, with the southbound approach at Bluebird Street experiencing queues up to 100 feet during the p.m. peak hour (i.e., four vehicles) before the restriping noted. Table 2 Existing Intersection Capacity Intersection Traffic Control Level of Service (Delay) AM Peak Hour PM Peak Hour Crosstown Blvd / Hanson Blvd Signal C (28 sec) C (29 sec) Crosstown Blvd / Shopping Center Access SSS A / B (14 sec) A / B (12 sec) Crosstown Blvd / Bluebird St SSS AI C (22 sec) A / E (40 sec) Hanson Blvd 115011 Ln SSS A/ B (10 sec) A / B (14 sec) SSS — Side -Street -Stop 85 SilverCrest Senior Living Traffic Study - Update PROPOSED DEVELOPMENT July 1, 2022 Page 7 The proposed development site is currently a vacant lot generally bounded by Hanson Boulevard to the west, Crosstown Boulevard to the north, Bluebird Street to the east, and 150th Lane to the south. The proposed development, shown in Figure 4, includes 125 -units of senior multi -family housing, 75 - units of assisted living, 12,000 square feet of first floor commercial -office, and 32 -units of senior townhomes. Construction was assumed to be completed by the end of 2025. Access is proposed in the following locations: • Crosstown Boulevard — right-in/right-out configuration located across from the Clocktown Commons Shopping Center Access • Bluebird Street —full -access configuration located approximately 500 feet south of Crosstown Boulevard • 150`h Lane— no public access to the proposed development is planned Based on the preliminary traffic study and feedback from City staff, a single -lane roundabout at the Crosstown Boulevard and Bluebird Street intersection is the preferred configuration to address existing and future capacity needs in this area. A summary of the intersection alternatives analysis supporting this assumption is provided in the Appendix. Therefore, the operations analysis assumes the roundabout configuration is constructed and operational in conjunction with the opening of the proposed development under year 2025 conditions. TRAFFIC FORECASTS Traffic forecasts were developed for year 2025 conditions, which is expected to accommodate full - build out of the site. The forecasts include general background growth and trip generation from the proposed development. Background Growth To account for general background growth in the area, an annual growth rate of one and a half (1.5) percent was applied to the existing peak hour and daily traffic volumes to develop year 2025 background forecasts. This growth rate was developed using a combination of historical average daily traffic (ADT) volumes from surrounding roadways as published by MnDOT dating back to 2007 (where applicable) and traffic forecasts developed as part of the Anoka County Transportation Plan. Proposed Development The trip generation estimate for the proposed development was created using the ITE Trip Generation Manual, 11th Edition and includes trips for typical weekday a.m. and p.m. peak hours, as well as daily. The proposed development, as shown in Table 3, is expected to generate on average 65 a.m. peak hour, 76 p.m. peak hour, and 868 daily trips once fully completed. No multimodal or multiuse reductions were applied to provide a conservative estimate. Trips generated by the proposed development were distributed throughout the study area based on the directional distribution in Figure 5, which was developed based on a combination of existing area travel patterns, site access, travel times, and engineering judgment. The resultant year 2025 build condition traffic forecasts are illustrated in Figure 6. COMMERCIAL - \•, Z i' cc z G rU y r L Ln Q ICKLEBALL = COURTS 01 C, ° - �♦ {�� - �' COMMERCIAL PATIO — _ �'� • • l� �_ , sroarV�'�' ° i ♦ '% ♦correors : , \\ {i ' r COMMERCIALSPACE �••• j r 'LEVEL, HOUSING(ABOVE) -- �' �� `�� • " • ti_\` +T, WERLINE AND POLE • ° ® ��� j• 3 $ PMERT TRAIL , sronr a �'- - POOL ♦ �o � W+E �I�♦��J � IS nj • i. J Andover Senior Campus O ___ w SilverCrest Properties aQ. • j ♦ N Conceptual Site Plan w June 14, 2022 � •� z 150TH LANE w2Proposed Site Plan 5-7 TC Figure 4 SilverCrest Senior Living Traffic Study -Update A2 2025 Build Conditions 8a TCFigure 6 SilverCrest Senior Living Traffic Study -Update SilverCrest Senior Living Traffic Study - Update Table 3 Trip Generation Summary and Comparison July 1, 2022 Page 11 Land Use Type (117 do) Size AM Peu ak Hor PM Pe Peak Hour Daily In Out In Out Proposed Development Senior Multifamily Housing (252) 125 -units 8 17 17 14 405 Assisted Living (254) 75 -units 8 6 7 11 195 Commercial - Office (710) 12,000 SF 16 2 3 14 130 Senior Single -Family Housing (251) 32 -units 3 5 6 4 138 Total Proposed Development Trips 35 30 33 43 868 Comparison - Max Residential (220) 112 -units 11 34 36 21 756 Comparison - May 2022 Proposal 275 -units 21 33 35 33 843 Comparison -Strip Retail (821) 60,000 SF 64 40 152 159 4,050 Given that a portion of the proposed development site would need to be rezoned, additional trip generation estimates were developed to illustrate how various development types and sizes would generate trips. The existing zoning is guided as commercial, and therefore could reasonably accommodate a 60,000 SF retail building. The trip generation of the site as a commercial retail development could generate nearly 4.5 times more daily trips than the proposed development. In addition, a non -senior residential use could develop at up to 8 -units per acre, or the equivalent of 112 - units given the 14 -acre parcel. At this level of development, the site would generate approximately 90 percent of the proposed development daily trips. YEAR 2025 CONDITIONS Future Intersection Capacity To understand impacts associated with the proposed development, year 2025 no build and build condition intersection capacity analyses were conducted using Synchro/SimTraffic Software. As noted earlier, these analyses assume a single -lane roundabout at the Crosstown Boulevard and Bluebird Street intersection, which was identified as part of the preliminary analysis as the best infrastructure improvement option for the area. Results of the year 2025 intersection capacity analyses, shown in Table 4, indicates that all study intersections and approaches are expected to continue to operate at an overall LOS C or better during the a.m. and p.m. peak hours with or without the proposed development. The proposed roundabout at the Crosstown Boulevard and Bluebird Street allows for more efficient access from Bluebird Street to Crosstown Boulevard, while also minimizing operational changes to east -west motorists along Crosstown Boulevard. The 95'" percentile queues during the peak hours along Crosstown Boulevard at the roundabout will range from four (4) to five (5) vehicles, while 950, percentile queues along the Bluebird Street approaches will range from one (1) to three (3) vehicles. OR SilverCrest Senior Living Traffic Study - Update Table 4 Year 2025 Intersection Capacity Summary July 1, 2022 Page 12 Intersection Traffic Control Level of Service (Delay) AM Peak Hour PM Peak Hour No Build Proposed No Build Proposed Crosstown Blvd / Hanson Blvd Signal C (31) C (31) C (31) C (32) Crosstown Blvd / Shopping Access / Site Access SSS A / C (15) A / C (15) A/ B (12) A/ B (13) Crosstown Blvd / Bluebird St RAB A (7) A (8) A (7) A (8) Hanson Blvd 115011 Ln SSS A / B (10) A / B (10) A / B (14) A / B (14) Bluebird St I Site Access SSS — A / A (9) A / A (9) SSS — Side -Street -Stop RAB — Roundabout (Single -Lane) Queues noted under existing conditions at locations other than the Crosstown Boulevard and Bluebird Street intersection are expected to increase slightly under future 2025 conditions. These queues may extend beyond the full width turn lane storage provided in a couple locations but will generally continue to be within the turn lane taper areas. Note that these queues currently occur, and the proposed development is not expected to significantly impact these queues or overall intersection operations. Therefore, no additional infrastructure is needed from an intersection capacity perspective. Further discussion regarding potential considerations is offered later in this report. OTHER CONSIDERATIONS A preliminary review of the proposed site plan does not indicate any major issues. However, access to the proposed development and the potential impact to the adjacent neighborhood should be considered. Given the site location and proximity to adjacent access, as well as the circuitous nature of roadways within the adjacent neighborhood to the south, minimal traffic from the proposed development is expected to travel through the adjacent neighborhood. However, the proposed development could implement the following considerations to help minimize any impacts to the adjacent neighborhood: • Install Restrictive Signage —this would include "No Right -Turn" signage at the Bluebird Street access for motorists exiting at that location • Bluebird Access Relocation — move the proposed Bluebird Street Access as far north as possible (i.e., closer to Crosstown Boulevard) to discourage motorists from using Bluebird Street to/from the south • Internal Roadway Modification —the internal roadway configuration currently directs most development traffic to the primary access at Crosstown Boulevard, but additional internal roadway modifications could be considered to minimize the number of motorists using the Bluebird Street access In addition to these items, special care should be taken to locate signage and landscaping to avoid creating any sight distance issues. Appropriate multimodal facilities should also be incorporated to improve access and reduce the need for residents to make vehicular trips. The addition of an eastbound right -turn lane along Crosstown Boulevard at the proposed access should be considered for safety purposes. 91 SilverCrest Senior Living Traffic Study - Update July 1, 2022 Page 13 SUMMARY The following study conclusions and recommendations are offered for consideration. 1) All study intersections and side -streets currently operate at LOS C or better during the a.m. and p.m. peak hours, except the southbound approach of Bluebird Street during the p.m. peak hour, which operates at LOS E a. Minor queueing was observed at the Crosstown Boulevard and Hanson Boulevard intersection during the a.m. and p.m. peak hours, but it does not warrant mitigation 2) Traffic forecasts were developed for year 2025 conditions, which include: a. An annual growth rate of one and a half (1.5) percent applied to the existing peak hour and daily traffic volumes to develop year 2025 background (i.e., no build) forecasts b. The proposed development is expected to generate on average 65 a.m. peak hour, 76 p.m. peak hour, and 868 daily trips once fully completed c. Trip generation of the site as a commercial development could generate nearly 4.5 times more daily trips than the proposed development 3) Under year 2025 no build and build conditions, all study intersections and approaches are expected to operate at an overall LOS C or better during the a.m. and p.m. peak hours with or without the proposed development (assuming a single -lane roundabout at Crosstown Boulevard / Bluebird Street per direction from City staff and the preliminary traffic study findings) a. The proposed roundabout allows for more efficient access from Bluebird Street to Crosstown Boulevard, while also minimizing operational changes to east -west motorists b. The proposed development is not expected to significantly impact queues or overall intersection operations 4) The proposed development could implement changes to help minimize any impacts to the adjacent neighborhood, including adding restrictive signage, relocating the Bluebird Street access, or modifying the internal roadway network 5) Special care should be taken to locate signage and landscaping to avoid creating any sight distance issues 6) Appropriate multimodal facilities should be incorporated to improve access and reduce the need for residents to make vehicular trips 7) The addition of an eastbound right -turn lane along Crosstown Boulevard at the proposed access should be considered for safety purposes APPENDIX YA' A2 Td DRAFT REPORT To: Peter Pfister, AIA Pfister Associates From: Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC Date: May 19, 2022 Subject: SilverCrest Senior Living Traffic Study INTRODUCTION TC2 has completed a traffic study for the proposed senior -living residential development located in the southeast quadrant of the Hanson Boulevard (CR 78) and Crosstown Boulevard (CR 18) intersection in Andover, MN. The subject site, shown in Figure 1, is currently a vacant lot generally bounded by Hanson Boulevard to the west, Crosstown Boulevard to the north, Bluebird Street to the east, and 1501" Lane to the south. The main objectives of the study are to identify existing traffic operations within the study area, evaluate potential impacts of the proposed development under various access alternatives, and recommend improvements, if necessary, to ensure safe and efficient operations for all users. The following study assumptions, methodology, and findings are offered for consideration. Figure 1 Subject Site www.transoortationcollaborative.c_�, 1 114 SilverCrest Senior Living Traffic Study EXISTING CONDITIONS May 19, 2022 Page 2 Existing conditions were reviewed within the study area to establish current operations to help determine impacts associated with the proposed development. The evaluation of existing conditions included collecting traffic volumes, observing transportation characteristics, and analyzing intersection capacity, which are described in the following sections. Traffic Volumes Intersection turning movement counts were collected on Wednesday, April 20, 2022, at the following locations: • Crosstown Boulevard (CR 18) and Hanson Boulevard (CR 78) • Crosstown Boulevard and Shopping Center Access • Crosstown Boulevard and Bluebird Street • Hanson Boulevard (CR 78) and 1501" Lane The traffic counts were collected between 7 and 9 a.m. and 4 to 6 p.m. However, the traffic counts along Crosstown Boulevard at the Shopping Center Access and Bluebird Street were collected from 6 a.m. to 7 p.m. to assist with future traffic control evaluations. Average Daily Traffic (ADT) volumes within the area were provided by MnDOT or estimated using the traffic counts collected. Figure 2 illustrates the existing hourly traffic volume profile of each leg of the Crosstown Boulevard and Bluebird Street intersection. This information indicates that the existing a.m. peak hour occurs between 7 and 8 a.m. and the p.m. peak hour occurs between 4 and 5 p.m. Most traffic is along Crosstown Boulevard, with less along Bluebird Street. Note that traffic volumes along Bluebird Street, north of Crosstown Boulevard, are nearly five (5) times greater than along Bluebird Street south of Crosstown Boulevard. The estimated ADT volumes along Bluebird Street to the north and south of Crosstown Boulevard are 2,350 vehicles per day (vpd) and 450 vpd, respectively. Figure 2 Crosstown Boulevard and Bluebird Street Hourly Traffic Volumes 1200 1000 800 U 600 T 400 = 200 I o ¢ ¢ ¢ ¢ ¢ ¢ a a a a a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f0 I� N Oi 6 O � Crosstown Blvd (West Leg) r Crosstown Blvd (East Leg) ri Bluebird St (North Leg) � Bluebird St (South Leg) —Total Intersection Volume 95 SilverCrest Senior Living Traffic Study Transportation Characteristics May 19, 2022 Page 3 Observations were conducted within the study area to identify various transportation characteristics such as roadway geometry, traffic controls, speed limits, and multimodal facilities. A general overview of key roadways within the study area is as follows: • Hanson Boulevard (CR 78) —generally a four -lane divided roadway with left- and right -turn lanes at key intersections. A multi -use trail is present on the east and west side of the roadway. The posted speed limit is 55 -mph; but there is also a 35 -mph school speed zone between Crosstown Boulevard and 148t' Lane when children are present. • Crosstown Boulevard (East of Hanson Boulevard)— generally a two-lane roadway with select left- and right -turn lanes. A multi -use trail is present on the north sides of the roadway. The posted speed limit is 45 -mph. • Bluebird Street (North of Crosstown Boulevard)— generally a 42 -foot -wide undivided roadway with one travel lane in each direction. On -street parking is allowed on both sides of the roadway; no sidewalk is present along either side of the roadway. The posted speed limit is 30 -mph. • Bluebird Street (South of Crosstown Boulevard)— generally a 28 -foot -wide undivided roadway with one travel lane in each direction. On -street parking is allowed on both sides of the roadway; no sidewalk is present along either side of the roadway. The statutory speed limit is 30 -mph, but it has a 25 -mph advisory speed limit sign. • 150* Lane— generally a 28 -foot -wide undivided roadway with one travel lane in each direction, which widens to 48 -feet near Hanson Boulevard. On -street parking is allowed on both sides of the roadway; no sidewalk is present along either side of the roadway. The posted speed limit is 30 -mph. The Crosstown Boulevard and Hanson Boulevard intersection is signalized, while all other study intersections are unsignalized with side -street stop (SSS) control. The Crosstown Boulevard and Shopping Center Access is restricted to three-quarter access (i.e., no left -turn out) and the Hanson Boulevard and 1501" Lane intersection is restricted to right-in/right-out access. Existing geometrics, traffic controls, and volumes within the study area are illustrated in Figure 3. Intersection Capacity Intersection capacity was evaluated using Synchro/SimTraffic Software (version 11), which incorporates methods outlined in the Highway Capacity Manual, 61 Edition. The software is used to develop calibrated models that simulate observed traffic operations and identify key metrics such as intersection Level of Service (LOS) and queues. These models incorporate collected traffic, pedestrian, and bicyclist volumes, traffic controls, and driver behavior factors. Level of Service (LOS) quantifies how an intersection is operating. Intersections are graded from LOS A through LOS F, which corresponds to the average delay per vehicle values shown in Table 1. An overall intersection LOS A though LOS D is generally considered acceptable in the Twin Cities. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. pr M Crosstown^wa ten ib) Bluebird St Clocktower Commercial Area f O r_ l• ........ X1..........1 CO ,so AM Ln a r. W � U f� e X1..........1 CO ,so AM Ln a r. W � U f� SilverCrest Senior Living Traffic Study Table 1 Level of Service Thresholds May 19, 2022 Page 5 Level Average Delay/ Vehicles of Service Stop, Yield, and Roundabout Signalized Intersections Intersections A < 10 seconds < 10 seconds B 10 to 15 seconds 10 to 20 seconds C 15 to 25 seconds 20 to 35 seconds D _ 25 to 35 seconds 35 to 55 seconds Hanson Blvd / 1501" Ln 35 to 50 seconds 55 to 80 seconds MWOMW For side -street stop -controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side - street stop control can be described in two ways. First, consideration is given to the overall intersection level of service, which takes into account the total number of vehicles entering the intersection and the capability of the intersection to support the volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, most delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high -levels of delay (i.e., poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing intersection capacity analysis shown in Table 2 indicates that all study intersections currently operate at an overall LOS C or better during the a.m. and p.m. peak hours. In addition, side -streets and/or driveways operate at LOS C or better during the peak hours, except the southbound approach of Bluebird Street during the p.m. peak hour, which operates at LOS E. As noted earlier, this level of side -street operation is relatively common during the peak periods and doesn't necessarily warrant mitigation. Queues were observed extending beyond the available westbound left -turn lane storage along Crosstown Boulevard at Hanson Boulevard approximately five (5) percent of the time during the a.m. and p.m. peak hours, which is a relatively minor issue. All other queues are maintained within the available turn lane storages. Queues along the other cross -streets range from two to four vehicles during the peak periods, with the southbound approach at Bluebird Street experiencing queues up to 100 feet during the p.m. peak hour (i.e., four vehicles). Table 2 Existing Intersection Capacity Intersection Traffic Control Level of Service (Delay) AM Peak Hour PM Peak Hour Crosstown Blvd / Hanson Blvd Signal C (28 sec) C (29 sec) Crosstown Blvd / Shopping Center Access SSS A / B (14 sec) A/ B (12 sec) Crosstown Blvd / Bluebird St SSS A / C (22 sec) A / E (40 sec) Hanson Blvd / 1501" Ln SSS A/ B (10 sec) A/ B (14 sec) SSS — Side -Street -Stop SilverCrest Senior Living Traffic Study PROPOSED DEVELOPMENT May 19, 2022 Page 6 The proposed development site is currently a vacant lot generally bounded by Hanson Boulevard to the west, Crosstown Boulevard to the north, Bluebird Street to the east, and 1501 Lane to the south. The proposed development, shown in Figure 4, is expected to be constructed in two phases and includes a total of 275 senior residential units. Phase 1 is planned to include 125 -units of senior multi- family housing and 75 -units of assisted living. Phase 2 is planned to include an additional 75 -units of senior multi -family housing. Construction was assumed to be completed by the end of 2025. Based on preliminary discussions between project and city staff, two access scenarios for the proposed development were reviewed to understand the potential benefits and impacts associated with different configurations. The access scenarios reviewed include the following: • Scenario A (Balanced) — Includes access to 1501" Lane (across from Eagle Street), Crosstown Boulevard (across from the Shopping Center Access), and Bluebird Street (approximately 500 feet south of Crosstown Boulevard); for purposes of this study, the Crosstown Boulevard access was assumed to be a right-in/right-out access. • Scenario B (Bluebird) —All vehicular access would be provided via Bluebird Street By reviewing these two scenarios, the analysis can identify a range of traffic volume change resulting from each access configuration, as well as the overall impact on traffic operations. Based on the future capacity analysis, a hybrid access scenario may be desired and/or beneficial. Further discussion regarding access is provided later in this report. RZ PATIO 4L SPACE (1 LEVEL) TRAIL CLOCKM MER COP, �PAEROdL OSC�0 - /' e TRAIL PICKLEBALL COURTS + PARK (4,600 SPI 3 LEVELS ® 41I ISI f 1I, II - 6 b Ej I"t e t • ® • aI • z .\ O ® 4 LEVELS :E • INDEPENDENT WING w +- • 11 t LEVEL t LEVEL ,h H i • [ INING_ wfT ITmli Ile 0. 150TH LANE ON POND f� � S Andover Senior Compt SilverCrest Properties Conceptual Site Plan February 23, 2022 A2 Proposed Site Plan 100 TCFigure4 SilverCrest Senior Living Traffic Study SilverCrest Senior Living Traffic Study TRAFFIC FORECASTS May 19, 2022 Page 8 Traffic forecasts were developed for year 2025 conditions, which is expected to accommodate full - build out of the site. The forecasts include general background growth and trip generation from the proposed development. Background Growth To account for general background growth in the area, an annual growth rate of one and a half (1.5) percent was applied to the existing peak hour and daily traffic volumes to develop year 2025 background forecasts. This growth rate was developed using a combination of historical average daily traffic (ADT) volumes from surrounding roadways as published by MnDOT dating back to 2007 (where applicable) and traffic forecasts developed as part of the Anoka County Transportation Plan. Proposed Development The trip generation estimate for the proposed development was developed using the ITE Trip Generation Manual, 11'" Edition and includes trips for typical weekday a.m. and p.m. peak hours, as well as daily. The proposed development, as shown in Table 3, is expected to generate on average 54 a.m. peak hour, 68 p.m. peak hour, and 843 daily trips once fully completed. Trip generation for Phase 1 represents approximately 70 percent of the expected trip generation upon full build out. No multimodal or multiuse reductions were applied to provide a conservative estimate. Given that a portion of the proposed development site would need to be rezoned, a trip generation estimate was completed to illustrate the potential trip generation if the zoning did not change. The existing zoning is guided as commercial, and therefore could reasonably accommodate a 60,000 SF retail building. The trip generation of the site as a commercial development could generate nearly five (5) times more trips than the proposed senior living development. Table 3 Trip Generation Summary and Comparison Land Use Type (/TE Code) Size AM Peak Hour PM Peak Hour Dail y In Out In Out Proposed Development — Phase 1 Senior Adult Housing (252) 125 -units 8 17 17 14 405 Assisted Living (254) 75-1 6 7 11 195 Phase 1 Tota/ 16 23 24 25 600 Proposed Development — Phase 2 Senior Adult Housing (252) 75 -units 5 10 11 8 243 Total Proposed Development Trips (Phase 112) +21 +33 +35 +33 +843 Comparison — Strip Retail (821) 1 60,000 SF 64 40 152 159 4,050 Trips generated by the proposed development were distributed throughout the study area based on the directional distribution in Figure 5. The distribution was developed based on a combination of existing area travel patterns, Google travel times, and engineering judgment. The resultant year 2025 build condition traffic forecasts are illustrated in Figure 6A and Figure 6B for Access Scenario A and Access Scenario B, respectively. Further discussion regarding the traffic volume changes associated with the scenarios is provided later in this report. 101 H 20% =; ffa Td A2 2025 Build Conditions (Access Scenario A) 103 Figure 6A SilverCrest Senior Living Traffic Study A2 2025 Build Conditions (Access Scenario B) ICq Td SilverCrest Senior Living Traffic Study Figure 6B SilverCrest Senior Living Traffic Study YEAR 2025 CONDITIONS Future Intersection Capacity May 19, 2022 Page 12 To understand impacts associated with the proposed development, year 2025 no build and build condition intersection capacity analyses were conducted using Synchro/SimTraffic Software. These capacity analyses were completed for both access scenarios to illustrate the range of impact. Results of the year 2025 intersection capacity analysis, shown in Table 4, indicates that all study intersections are expected to continue to operate at an overall LOS C or better during the a.m. and p.m. peak hours under each scenario. The primary capacity issue occurs at the north leg of Bluebird Street at Crosstown Boulevard, where motorists are expected to experience an average delay near one -minute (i.e, LOS F operations) under future conditions while attempting to cross or turn left onto Crosstown Boulevard during the p.m. peak hour. However, it is important to note that these operations are expected to occur, regardless of the proposed development. Furthermore, side -street delays of this magnitude are generally common and do not necessarily warrant mitigation. The northbound approach of Bluebird Street at Crosstown Boulevard is expected to operate at LOS D or better during the peak hours under each scenario. Table 4 Year 2025 Build Intersection Capacity Intersection Level of Service (Delay) AM Peak Hour PM Peak Hour No Build Scen A Scan B No Build Scen A Scan B Crosstown Blvd / Hanson Blvd C (31) C (31) C (31) C (31) C (32) C (32) Crosstown Blvd/ Shopping Access AIC(15) A/C(15) A/C(15) A / B (12) A / B (12) A/ B (12) Crosstown Blvd / Bluebird St A/C(24) A/D(25) A/D(26) A / F (50) A / F (57) A/ F (67) Hanson Blvd /150"Ln A/B(10) A/B(10) A/B(10) A/B(14) A/B(14) A/B(14) Bluebird St /Site Access A / A (9) A / A (9) — A / A (9) A / B (10) 150" Ln I Site Access /Eagle St — A / A (9) A / A (9) A / A (9) A / A (9) The queues noted under existing conditions are expected to increase slightly under future 2025 conditions. Under the future Scenario B condition, which assumes all development related traffic uses Bluebird Street to access Crosstown Boulevard, the 951" percentile queues during the peak period in the northbound direction extend approximately 60 feet, which equates to two or three vehicles. Therefore, no significant changes to area operations are expected as a result of the proposed development. However, further discussion regarding potential considerations are offered in the following section. 105 SilverCrest Senior Living Traffic Study Crosstown Boulevard / Bluebird Street Considerations May 19, 2022 Page 13 Based on discussion with project staff, the City is considering improvements at the Crosstown Boulevard and Bluebird Street intersection. Therefore, as part of this study, various alternatives were reviewed to understand how infrastructure improvements would be expected to improve operations. The alternatives reviewed, include: • Alternative 1 (Striping) - Restripes the north leg of Bluebird Street to include a dedicated southbound right -turn lane at Crosstown Boulevard • Alternative 2 (Signal) - Adds a traffic signal and eastbound / westbound left -turn lanes along Crosstown Boulevard • Alternative 3 (Roundabout) -Adds a single -lane roundabout An additional capacity analysis was conducted using the 2025 build condition volumes for Access Scenario B, which assumes all proposed development traffic would utilize the Crosstown Boulevard and Bluebird Street intersection. This represents a worst-case condition for traffic volumes at this location. Based on the alternative capacity analysis shown in Table 5, minor striping changes (i.e., Alternative 1) marginally improves the side -street delay along the southbound approach of Bluebird Street. Both a traffic signal (i.e., Alternative 2) and single -lane roundabout (i.e., Alternative 3) would improve side -street operations along Bluebird Street, as well as maintain acceptable operations for motorists along Crosstown Boulevard. The roundabout alternative provides slightly better operations when compared to the signal alternative during the peak periods. Table 5 Crosstown Blvd/ Bluebird Street Alternative Comparison Alternative Level of Service (Delay) AM Peak Hour PM Peak Hour Existing Configuration A / D (26) A/ F (67) Alt 1 - Southbound Right -Turn Lane A/ C (24) A / F (54) Alt 2 - Signal with Turn Lane B (12) B (11) Alt 3 - Single -Lane Roundabout A (8) A (8) A preliminary traffic signal warrant analysis was completed for the Crosstown Boulevard and Bluebird Street intersection. This analysis was completed for various scenarios, including existing and future conditions to better understand if the traffic volumes meet the thresholds for any signal warrant criteria. Based on the preliminary analysis, existing traffic volumes currently meet Warrant 3 (Peak Hour) criteria. However, agencies often do not install a traffic signal based on Warrant 3. In general, there is not enough traffic along Bluebird Street throughout the day to meet any other warrants. Future traffic volumes are close to meeting Warrant 2 (Four -Hour Warrant), depending on if right - turning traffic is included, but the volumes do not meet the criteria under build conditions. Therefore, based on this information, a single -lane roundabout would appear to be the best long-term improvement for the Crosstown Boulevard and Bluebird Street intersection. However, several other factors such as construction cost, right-of-way, and maintenance would need to be further vetted and discussed with City staff to determine if the benefit to cost/impact is appropriate. SilverCrest Senior Living Traffic Study SITE PLAN REVIEW May 19, 2022 Page 14 A preliminary review of the proposed site plan does not indicate any major issues. However, access to the proposed development and the potential impact to the adjacent neighborhood should be considered. From a roadway capacity perspective, various access alternatives were reviewed and there is not a significant change or impact regardless of the ultimate access configuration constructed. Given the site location and proximity to adjacent access, as well as the circuitous nature of roadways within the adjacent neighborhood to the south, minimal traffic from the proposed development is expected to travel through the adjacent neighborhood (although some users may travel through the neighborhood). However, the proposed development could implement the following changes to help minimize any impacts to the adjacent neighborhood: Install Restrictive Sionaoe — this would include "No Left -Turn" and "No Right -Turn" signage at the access locations to 150th Lane and Bluebird Street, respectively, for motorists exiting at these access locations Bluebird Access Relocation — move the proposed Bluebird Street Access as far north as possible (i.e., closer to Crosstown Boulevard); the maximum queues along Bluebird Street from Crosstown Boulevard were approximately 60 feet, regardless of the future access scenario Gateway Treatments — install a gateway treatment along Bluebird Street and 1501" Lane (depending on the ultimate access configuration) to provide a visual delineation between the proposed development and the adjacent neighborhood In addition to these items, special care should be taken to locate signage and landscaping to avoid creating any sight distance issues. Appropriate multimodal facilities should also be incorporated to improve access and reduce the need for residents to make vehicular trips. Also, depending on the access configuration agreed upon along Crosstown Boulevard, as well as the ultimate traffic control at Bluebird Street, the addition of an eastbound right -turn lane along Crosstown Boulevard at the proposed access should be considered for safety purposes. /0-7 SilverCrest Senior Living Traffic Study May 19, 2022 Page 15 SUMMARY The following study conclusions and recommendations are offered for consideration. 1) All study intersections and side -streets currently operate at LOS C or better during the a.m. and p.m. peak hours, except the southbound approach of Bluebird Street during the p.m. peak hour, which operates at LOS E a. Minor queueing was observed at the Crosstown Boulevard and Hanson Boulevard intersection during the a.m. and p.m. peak hours, but it does not warrant mitigation. 2) Traffic forecasts were developed for year 2025 conditions, which include: a. An annual growth rate of one and a half (1.5) percent applied to the existing peak hour and daily traffic volumes to develop year 2025 background (i.e., no build) forecasts b. The proposed development is expected to generate on average 54 a.m. peak hour, 68 p.m. peak hour, and 843 daily trips upon full build out of the site c. Trip generation of the site as a commercial development could generate nearly five (5) times more trips than the proposed senior living development 3) Under year 2025 build conditions, all study intersections and side -street approaches are expected to operate at an acceptable LOS D or better during the a.m. and p.m. peak hours under each access scenario, except: a. Southbound motorists attempting to cross or turn left onto Crosstown Boulevard from Bluebird Street during the p.m. peak hour are expected to experience an average delay near one - minute (i.e., LOS F operations); these operations are expected to occur, regardless of the proposed development and side -street delays of this magnitude are generally common and do not necessarily warrant mitigation 4) No significant changes to area operations are expected as a result of the proposed development 5) Although not needed to accommodate the proposed development at this time, a single -lane roundabout appears to be the best long-term improvement for the Crosstown Boulevard and Bluebird Street intersection 6) Further discussions between project and City staff should occur to determine the appropriate short- and long-term access configuration for the proposed development 7) The proposed development could implement changes to help minimize any impacts to the adjacent neighborhood, including adding restrictive signage, relocating proposed driveways, and/or installing gateway treatments 8) Special care should be taken to locate signage and landscaping to avoid creating any sight distance issues 9) Appropriate multimodal facilities should be incorporated to improve access and reduce the need for residents to make vehicular trips 10) Depending on the access configuration agreed upon along Crosstown Boulevard, as well as the ultimate traffic control at Bluebird Street, the addition of an eastbound right -turn lane along Crosstown Boulevard at the proposed access should be considered for safety purposes Wr Joe Janish From: Jake Griffiths on behalf of PublicComments Sent: Tuesday, March 26, 2024 1:10 PM To: Joe Janish Subject: FW: March 26 PZ Meeting See below. Jake Griffiths I Associate Planner I City of Andover 1685 Crosstown Blvd NW I Andover, MN 55304 Direct: 763.767.5142 1 j.griffiths@andovermn.gov -----Original Message ----- From: I Sent: Tuesday, March 26, 2024 12:56 PM To: PublicComments <publiccomments@andovermn.gov> Subject: March 26 PZ Meeting [You don't often get email from . Learn why this is important at https://aka.ms/LearnAboutSenderldentification j EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. Good afternoon: I am writing with concerns about the potential development directly across the street from my house. As it has been said in the past, we don't want a 4 story building, we don't want a sr living care facility when the ones we have in Andover and the surrounding area are NOT full. The land is too small for what they want to build, why can't they leave our little area of peace and quiet alone. They talked about how they build sr living facilities, etc NEAR grocery stores and places to shop ... well, if that's the case build off of Hanson and Jay street. They will be by Walmart, Target, the movie theater, Pizza Ranch, Willys and Festival. We have a bus stop on Blue Bird and 150th that really needs to be taken into consideration with adding more traffic, also there are small children that live on Blue Bird that drivers don't always see playing. You are planning on disrupting our neighborhood for money. BUILD ELSEWHERE- it was also mentioned at a few meetings by the Mayor that the city needs the money due to overspending for the community center - that is not our fault. Keep the big money hungry businesses out of neighborhoods, this is not the area for their buildings which will bring down housing prices and bring in more traffic, accidents, possible break-ins and low income housing. This does not fit into what Andover is. Steph Luitjens /5 I (ate ZiucbPr,j Rr cbuw />'?A) /d9 Joe Janish From: Sent: Tuesday, March 26, 2024 10:28 AM To: Joe Janish Subject: Andover Senior Campus - proposed preliminary plat EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. Mr. Janish, Thank you for the call back and reviewing some of the detailed design elements within the proposed Andover Senior Campus on Crosstown and Hanson. If by chance I do not make it to the meeting this evening, would you please share the following: would like to Thank the 'Developer' and 'City Staff for working together in achieving a viable (proposed) development for this parcel. Like any development, you will have numerous pros and cons moving forward. I feel that the pros of this development out way the cons. Personally, I prefer this use of the parcel, over a strip mall type development. And of course, I have concerns on the overall height and looks of the structure, however I can visualize it as complementing the growth of Andover. I have been part of this community for nearly forty years and have watched this intersection, and the surrounding areas, evolve from farm fields to what it is today. Some of my main comments and concerns on a high level (per the Preliminary Plat Drawing dated Mar 18, 2024) are as follows: 1. SE quadrant of the roundabout; the plans should reflect that northerly residential driveway on Bluebird to see what impact it may or may not have on the roundabout, also if there is any impact for the resident in utilizing their driveway.. 2. Clarity on the proposed trail along southside of Crosstown; it appears narrower than the typical trails along Hanson and the north side of Crosstown. 3. My understanding is that the interior road along the 2 -unit townhomes will be a No -Parking road; where will guests park for visiting and -or family events? Is it justifiable for having guests (seniors) walk from the neighboring parking areas (Brownstones, Commercial unit, Senior unit, or on Bluebird St)? Perhaps the internal roadway could be developed as standard width to allow for street parking, or additional parking spaces could be located adjacent to the 2 -unit townhomes. 4. 1 feel as though the 3 -unit townhome with 1 standard size unit and 2 smaller units with single garages does not fit well into the neighborhood; let alone all three driveways on the outside of a curve. The overall development and neighborhood would be better served if ALL townhomes in Lot 4 would be of the 2 -unit style. 5. Overall, is there enough parking for employees, residents, and guests? along with adequate areas for snow piling/removal. 6. In the commercial parking lot; that easterly end does not appear to have enough backing space for those last few parking stalls. 7. 1 trust that architecturally, landscaping (trees, shrubs, benches, etc), and lighting will complement the adjoining neighborhoods. Thank You, Eugene Benson 1292 148th Ln NW A,ndoarf" otn) Ito pp, lq ► .7 rn Z , E-! D n a, - -- LL —� Lo '' rl 4 D 1 iq�e�al�4j1 7711 �1Ala�l �;(• �� � 0 'W `I � 'oll�l �9�119Ai-11�1� �91�• 3 - HANSON BLVD NW HANSON BLVD NWS ® -® n n on >m Mh z INV • ® • - j � ' ;.,'�ra.. fid,., • • - V -Tv w mqvtv. ®000c©ommwl F PRELIMINARY PLAT OF: ANDOVER SENIOR CAMPUS RFVFIRPFR FYCIRFFR ARI!IIITFIRT I 2 CARLSON PARKWAY STE 335 6]]6 LAKE DRIVE IME. STE 110 130, AMERICAN µVD E. STE 100 PLYMOM. MH 55wgero T LUNO LAKES. Mn 55014 BLOGTON, MN SSA25 my PORTA ADAM GINKEL SARAH KERN. IA A, COT 612-789-3363 651-3612234 612385-3891 IAYPORTZpWEDUM,ORG ADAMOPLOWE.CON 5MV41KQKMSWILSON.COM PARCEL A: That pan of the Northwest Quitman Of One Southwest Quarter, Section 23, Tow arip 32, Range 24, Anoka County Mlnnew A' lying south and east of CaUm, Road IB, also known as Crosstown &u6,: eettpt that pan platteb as Wlnsbw Hills, Winslow Hills 2nd Addition and Winslow Hills 3rd Mellon. PARCEL B: The Southwest Quaver, a the Soutmen, Quarter, SeGbn 23, Township 32, Range 24, a«m met part planed as WkrYow MI4, Anoka County, Mlnne ass. NOTES Field wrvey was Completed by E.G. Bud and Sons, lnc, on 5/11/202, 5/142022 and 1/8/2024. Bearings shown are on Anoka CRHYW aam. Pantl l0 Number: 2322-2/2-32-0086 (Parcel A) and 23-32-24x3-0002 (Panel B). Total beundar, area .6SS,SOB sf (15A4 aortal Panel area lead pmposM right of way dedlcat on = 582,154 0 (13.36 acres) Surveyed Premises s110wn on INN surrey map M In MOCd iron X (Amda determined to he ottslde the 0.2% annual cumpe, n oWin.), According W Nota Inwnnce Rate Map Community No. 270689 Panel No. 0306 SAUNA E by Ne Federal Emeryenry Management Agmry, eRCMe date December 16, 2015. Cure plots are taken at the top and back of tVw. This wrvey was prepandi Vaing a eommemere for title insurance prepare by SRwan TINE Guaranty Company, Cwnmttment NO Motor, dated effective lune 20, 2023. Site Man 0, Kass Wilson Anhdens CWII Man by PMwe Engineering. LEGEND DENOTES IRON MONUse NI FOUND AS LABELED AREAS O DENOFES IRON MDNUMENL SET, MARKED U.S. 41578 • �.�. As[n 'ILL\Y1 DENOTES SFT PXINATL PROPOSED LOT I 319,653 5F ❑ DENOTES CATCH MSIN PROPOSED LOT 2 103,38/2 SF E3 DENOTES ELECTRICAL DOK PROPOSED LOT •65,3415, m DENOTES ELECTRICAL MANHOLE PROPOSED LOT •92,550 Sr O DENOTES FIBER OPTIC BOX PROPOSED RIGHT OF WAY 74,580 SF O OENOTES LIGHT POLE TOTAL PARCEL AREA =655,50BSF •O, OFNOTES POWER POLE AND OVERHEAD WIRES m DENOTES SAMITARYSEWER MRHXOIE TONING T DENOTES SIGN p pQ DENOTES G S VALVE For City of And., ZOOM, Map dee 4 DENOTES STORM SEWER AMLON November 2023 this site N mmm., raved M-2 W DENOTE S WATER VALVE I.Uople Dwelling High -LOW Density). M DENOTES TELEPHONE PEDESTAL M-2 Building Lot Standards, DENOTES UNDERGROUND ELECTRIC ZINE Min. Lot Width - 150 het —au— DENOTES UNDERGROUND CRS LINE Min. Lot Depth -150 feet > DENOTES EXISTING SANITARY SEWER Mea. BUIIEInq I-111-1 —»— DENOTES EXIBFING STORM SEWER Colo Mae, BUIItlInq Coverage - 30% DENOTES EXISTING WATER MAIN M-2 Idiom, SHIpi r DENOTES BITUMINOUS SURFACE Front = 00 feet _ _U -J Side fe r) • 30feet .J DENOTES CONCRETE SURFACE (l t) side (s4tte) 3p DENOTES EXISTING SPOT ELEVA"ON Rear. 30 feet DENOTES EXISTING CONTOURS Any YaN Ron County Rodd = 50 feel DENOTES ADJACENT PARCEL OWNER INFORMATION D (PER ANOXA COLOR, T.INPORMATION) VICINITY MAP PART OF SEC. 23, TWP. 32. RNG. 24 1 hereby aMry that UK whey, Penn Or `MPTWas prepared by me or rower my roma superviebn ae met 1 em a S.o, under duly Regho etN Iain " LQ , " ....... f Ml me State of nnesotl. „ Aka .d" 4 rn S r b-C...b Ip +aa a ]ASO "S Date: 3/18/2024 Lamme Me. 41538 rf F_ A. BUD 8 SONS. 11111c. " Professional Land Surveyors 0 "- 6776 Lake Drive NE Suite 110 W W.egrud.Dom Lino Lakes, MN 55614 Dn Tel. (651) 361$200 Fax (651) 361$701 ,NGa rAOV52 INKESOTA NO SCALE) pF 2 TYPICAL DRAINAGE AND UTILITY EASEMENTS / DRAINAGE AND UIIIIIY EASEMENTS ARE SHOWN IMUS: BEING 10 FEET INWOHM AND ADJOINING ALL. RIGHTT OF WAY AND EXTERIOR LOT pNES UNLESS OTHERWISE ��-•• / SHOWN ON "IIS PLAY. \ 3A, \ • �.�. As[n 'ILL\Y1 \ .'• \ I TL LOTS / E I I oOC.p I- GRAPHIC SCALE I I Ad p 1 1 INCA = 80 FEET 1 ( BENCHMARK ANOVA COUMIY BENCHMARK NO. 2031 ELENA"ON: 890.60 (NAVD 88 DATUM) L Aw5• 3A, 1 II � • �.�. 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C I T Y O F NDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.00V TO: Mayor and City Councilmembers CC: Jim Dickinson, City Administra FROM: Joe Janish, Community Developme rector SUBJECT: Consider a Preliminary Plat — Andover Senior Campus - PID# 23-32-24-32-0006 and 23- 32-24-33-0002 (Applicant — JA Wedum Foundation) - Planning DATE: April 2, 2024 The City Council is asked to consider a Preliminary Plat for Andover Senior Campus. The proposed project location is the vacant property generally located southeast of the intersection of Hanson Boulevard NW and Crosstown Boulevard NW, west of Bluebird Street NW and north of 150' Lane NW. Conformance with Local Plans and Ordinances 1. The property is located in the Metropolitan Urban Service Area (MUSA). 2. The applicant has proposed 1.5 acre Neighborhood Business (NB) lot and the remaining property is Multiple Dwelling High Density (M-3) District. This is consistent with the most recent Comprehensive Plan Amendment. 3. The City Council reviewed a Planned Unit Development for this property as the prior agenda item and the Preliminary Plat (if approved) will be incorporated as part of the PUD. Street Access The proposed street access is consistent with the PUD. Internal Roadways: The applicant is proposing private drives as part of the development. These private drives would include a width of 24 feet across or larger. Construction, and maintenance will be the responsibility of the owners in this area. Similar to Clocktower Commons to the north, easements will be recorded to allow ingress and egress of the parcels over each lot. Crosstown Blvd NW: The applicant will construct a right in right out. The applicant will also construct a right turn lane along Crosstown Blvd. NW. 150' Lane NW: A right turn lane exists on Hanson Blvd. NW for the access to 150' Lane NW. The applicant is proposing a full access, parking and access to the underground parking from 150" Lane NW. Bluebird Street NW: This will be a full access. Crosstown Blvd NW and Bluebird Street NW: The applicant will provide coordinated participation in the construction of a roundabout at this location. Sewer and Water Access Each of the lots and buildings will be served by City of Andover municipal water and sewer. Coon Creek Watershed District (CC") The applicant has submitted their information to Coon Creek Watershed District and continues to work through the CCWD process. 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, Coon Creek Watershed District, Minnesota Pollution Control Agency, and any other agency that may have an interest in the site). Initial contacts shall be made with the City Engineering Department. Tree Preservation/Landscaping The site currently has many trees. The applicant has provided a tree inventory as part of the development process and found many of the trees are not considered "significant" trees. Grading and Stormwater requirements will alter the topography which will require the removal of many of the trees. The applicant is proposing to install trees and plantings meeting our landscaping requirement and buffering requirements. Stormwater Requirements The applicant is meeting the stormwater requirements as required. Lots The lots are in compliance with the PUD. Park and Recreation Commission Recommendation The Park and Recreation Comrnission reviewed the project on March 28, 2024. Staff will provide the City Council with an update at the meeting on the recommendation from the Park and Recreation Commission. Public Hearing Notice Public hearing notice for the public hearing at the March 26, 2024 Planning Commission meeting was provided including: Legal notices mailed to properties within 350 feet of the project, published notice in the Anoka County Union Herald and public notification signs were placed along main roadways. PLANNING AND ZONING COMMISSION ACTION The Planning and Zoning Commission held a Public Hearing on March 26, 2024. The full Planning and Zoning Commission meeting can be viewed here: http://gctv.org/city meetin andover-planning commission -03-26-2024/ Public Comments: City staff read two emails into the record (these emails are included in packet). In addition to the two emails one resident spoke at the Public Hearing, these in person comments are attempted to be summarized below: • Are the plans that were shown available on the City's website? Planning Commissioner Discussion: • Asked staff to explain the difference between the Planned Unit Development (PUD) action that they just reviewed and the Preliminary Plat that was currently being discussed. • At the full -access intersection of the private drive with Bluebird Street NW, is there a way to minimize headlight impacts on houses to the east? • Can staff explain the language from the staff report referring to the applicant's coordinated participation for the roundabout? • One commissioner noted that they still had some concerns related to parking. The Planning and Zoning Commission recommend approval of the Preliminary Plat (7-0) to the City Council. CITY COUNCIL ACTION REQUESTED City staff has prepared two draft resolutions; one for approval and one for denial. The City Council is requested to consider the recommendation by the Planning and Zoning Commission of approval. Res tfully bmi d, Joe J 'sh Community Development Director CC: SilverCrest Development, LLC (Via Email) J.A. Wedum Foundation (Via Email) Kass Wilson Architects (Via Email) Attachments Resolution of Approval . 4 Resolution of Denial 6 Staff Comments. 7 Resident Emails. .14 Preliminary Plat Set .16 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "Andover Senior Campus" FOR PROPERTY LEGALLY DESCRIBED AS; PIDs: 23-32-24-32-0006 and 23-32-24-33-0002, legally described as follows: Parcel A: That part of the Northwest Quarter of the Southwest Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying south and east of County Road 18, also known as Crosstown Blvd.; except that part platted as Winslow Hills, Winslow Hills 2"d Addition and Winslow Hills 3`d Addition. Parcel B: The Southwest Quarter of the Southwest Quarter, Section 23, Township 32, Range 24, Except that part platted as Winslow Hills, Anoka County, Minnesota. WHEREAS, JA Wedum Foundation has requested approval of a preliminary plat for "ANDOVER SENIOR CAMPUS'; 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 Senior Campus with the following conditions: 1. City of Andover staff comments are addressed, as determined by City Engineer. 2. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat, unless otherwise agreed upon by City Council. 3. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 4. Separate documents shall be required for each Vehicle Maintenance Access Area. 5. This Preliminary plat shall be part of the PUD. 6. Applicant shall obtain all necessary permits from appropriate jurisdictions and agencies in order to develop the property. 7. Applicant shall provide Association documents at time of final plat. 8. All comments from the Coon Creek Watershed District and Anoka County Highway Department (ACHD) shall be appropriately addressed. 9. For "Andover Senior Campus" the Developer shall pay Park Dedication for the commercial property at time of final plat. 10. The residential portions shall pay Park Dedication and Trail fees by the end user prior to issuance of building permit and fee shall be based on the year the building permit is issued. 11. For "Andover Senior Campus" end users shall be required to pay sewer area, sewer connections, water area, water connections fees at time of building permit and fee shall be based on the year the building permit is issued. Adopted by the City Council of the City of Andover this 2nd day of April, 2024. CITY OF ANDOVER: ATTEST: Michelle Harmer, City Clerk Sheri Bukkila, Mayor 5 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION DENYING THE PRELIMINARY PLAT OF "ANDOVER SENIOR CAMPUS" FOR PROPERTY LEGALLY DESCRIBED AS; PIDs: 23-32-24-32-0006 and 23-32-24-33-0002, legally described as follows: Parcel A: That part of the Northwest Quarter of the Southwest Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying south and east of County Road 18, also known as Crosstown Blvd.; except that part platted as Winslow Hills, Winslow Hills 2"d Addition and Winslow Hills 3`d Addition. Parcel B: The Southwest Quarter of the Southwest Quarter, Section 23, Township 32, Range 24, Except that part platted as Winslow Hills, Anoka County, Minnesota. WHEREAS, JA Wedum Foundation has requested approval of a preliminary plat for "Andover Senior Campus'; 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 disagrees with the recommendation of the Planning and Zoning Commission and denies the Preliminary Plat of "Andover Senior Campus" due to the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover this 2nd day April, 2024. CITY OF ANDOVER: ATTEST: Michelle Harmer, City Clerk Sheri Bukkila, Mayor M A 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMMUIINDUM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: March 6, 2024 REFERENCE: Andover Senior Campus / Commercial Site Plan / Review #2 The following comments are regarding to Review #2: 1. (Review #1) Need to obtain the necessary permits from the Coon Creek Watershed District (Grading, Storm Water Design and Erosion Control), MPCA and MCES (Sanitary Sewer), MDH (Water Main), DOLI (utilities), Anoka County Highway Department, and/or any other agency that may be interested in the site. Provide copies of permits to City. Noted, kept for tracking. Plans submitted to ACHD and CCWD by developer. Submit updated plans /stormwater report to ACHD and CCWD. Submit copy of comments received by each agency to City. 2. (Review #1) Provide an O&M agreement for the storm sewer sump catch basins as well as all on site infiltration basins and ponding areas. Noted, kept for tracking. To be provided upon approval of stormwater management plan. 3. (Review #1) When site grading is completed an as -built grading plan shall be submitted to the City for review using Anoka County coordinates and elevation datum. Developer's engineer shall certify the site is in compliance with the approved grading plan prior to City approval. Noted, kept for tracking. 4. Sheet 24.0014PP and all applicable sheets: ROW corner radii at northwest, northeast and southwest corners of site shall be 30' radii (minimum) or greater to encompass existing utilities. Radius at northeast corner to be revised to include future trail around round about (see sheet C1.5). 5. Sheet 24.0014PP: Delete "Future" from Proposed Right of Way note along Crosstown Blvd. Label "Proposed Right of Way" along Hanson Blvd over the existing road and utility easement. 6. Sheet 24.0014PP and all applicable sheets: Include Drainage and Utility Easement in northeast corner of the site to encompass a storm sewer stub to future round about. 7. Sheet C1.1: add "Fire Access' to note for grass over reinforced mat. 8. Sheet C1.1: Label "Future Roundabout (Conceptual). 9. Sheet C1.1: Phasing note refers to red lines and shading, no red lines or shading on sheet? 10. Sheet C1.1: For the proposed right turn lane on Crosstown Blvd, add dimension labels as marked up, as well as width of proposed right in/right out pavement widths. 11. Sheet C1.3: Show turning movements for fire truck into and out of right in/right out on Crosstown Blvd. These were shown in the previous submittal. 12. Sheet L1-L5: Don't show trees that are to be removed. Keep trees and shrubs above the proposed 100 -year flood elevation within all drainage and utility easements and out of the sight corner for Hanson Blvd and Crosstown Blvd and the sight triangle of the new road and Crosstown Blvd. 13. (Review #1) Sheets C2.1 -C2.3: Identify areas of fill with a hatch pattern, identify in legend. Noted, to be addressed in next submittal. 14. Stormwater calculations in Hydrocad utilized amended CN values for disturbed areas. Need to address somewhere in plans how soils are to be amended in disturbed areas. 7 15. Sheet C2.1: General Notes are cut off on bottom. 16. Sheet C2.2 and all applicable sheets: For Low Area 4 label proposed and existing HWL's. 17. Sheet C2.2: Basin 3 and Areas 604 HWL elevations don't match Hydrocad model. 18. Sheet C2.2: For Basin 4, label the EOF as OCS rim. Currently it's called out as overland but the trail on Hanson Blvd is higher than the EOF elevation listed. 19. Sheet C2.3: Add EOF elevations for paved area low points at areas identified (all low areas). 20. Sheet C2.3: Add spot elevation for elevation between pre-treatment cell and Basin 1. 21. Sheet C2.3: Berm proposed in north corner of site may need to be removed or adjusted if ponding needs to be expanded to incorporate additional drainage area along Crosstown Blvd for future roundabout. 22. Sheet C2.3: Retaining walls over 3 feet shall have "Decorative" fences instead of split rail. 23. Sheet C2.3: Show sight corner (different from sight triangle) for the southeast quadrant of Hanson Blvd and Crosstown Blvd. No trees or shrubs are allowed in this area. 24. Sheet C3.1: Review water main under retaining wall near low area 4. Wall appears to be 13' high, which will make water main 20'+/- deep in parking lot prior to angling upwards. May want to consider a steel casing pipe under the wall in case this pipe ever has a leak or needs to be replaced in the future. Discuss with City staff. 25. Sheet C3.1: Label size, slope, and inverts for sanitary stubs to brownstones and commercial pad. 26. Sheet C3.2: For storm sewer connection into Anoka County storm sewer system on Hanson Blvd, County comment referenced preferring tying into the existing stub further south if possible. Not sure if there is enough grade to route Basin 4 there, but it may be better to route Basin 6 to the southerly stub, or also look at discharging Basin 6 into Basin 4 as marked up. 27. Sheets C3.2 & C3.3: Update pipe grades and IE's into OCS structures to improve skimming. 28. Sheets C3.2 & C3.3: Change storm sewer pipe in Crosstown Blvd ROW from 12" to 15". 29. Sheet C3.3: Storm sewer configuration between Basin 3 and Low Area 4 outlets will tend to push water south to Low Area 4. Review redlines, changing angle of pipes would promote flow north in storm sewer versus south. 30. Sheet C3.3: Provide a storm sewer stub in the north corner to the future roundabout. Extend pipe 10' past right of way. Provide calculations for 10 year flow rate in this pipe assuming all of Subcatchment INT drains to this pipe. 31. (Review #1) Sheet C4.1: There are numerous details missing from the plans, including but not limited to: typical sections / pavement insets (internal and external to site), sidewalk / trail, ped ramps, curb and gutter, concrete medians, pipe bedding installation, hydrants, gate valves, water main insultation, water main offset (if needed), water services, sanitary sewer details (MH, cleanout, pipe, etc.), rock construction entrance, retaining wall, fencing, mailbox cluster detail and concrete pad, handicap parking stalls and signage, etc. Most added, additional details as needed to be included in next submittal. 32. Sheet C4.1: Recommend changing Light Duty Bituminous Inset to 2-1.5" lifts as the 1" wearing course as currently proposed is difficult to construct. 33. Sheet C4.1: Add pavement inset for Crosstown Boulevard Turn Lane. Current pavement section for Crosstown Blvd is marked up in plans. 34. Sheet C4.1: Add column headers to Storm Sewer Structure Schedule (Structure #, Size/Detail, and Casting). 35. Sheet C4.2: Add pipe sizes to all details. Revise inlet pipes to have steeper reverse grade for skimming. Maintain minimum of 1' of concrete between front rim elevation of OCS and top of inlet pipe. Make sure changes reflected in Hydrocad models. Elevations and orifice size for Basin 3 do not match Hydrocad model. 36. Refer to redlined plan sheets for additional minor comments or those not addressed herein. 37. Identify in comment letter any changes made to plans since previous submittal not addressed in response comments. 8 38. Additional comments pending further review. _ The following Comments are regarding the Stormwater Report Review #2: 1. In the Proposed Tributary Area Map and stormwater models, include additional area shown into Subcatchment INT for future roundabout drainage. This area is for the north half of Crosstown Blvd west of the intersection that currently flows to a French Drain in the northern ditch between the road and trail west of Bluebird Street. This area will need to be picked up with storm sewer in the ultimate condition. Update text (area) in report on Page 2 of 5 under Basin 1 paragraph and associated flow rate summary tables. Show storm sewer stub in maps to Subcatchment INT. 2. In Proposed Tributary Area Map, correct labels for CB 602 and B6 low areas to match Hydrocad. Label Subcatchment 1 area as well. 3. In the proposed Hydrocad models, update inlet pipe reverse grade elevations as marked up (or something similar) to provide skimming in proposed basins. Pipe grades as proposed nearly flat into OCS structures will not provide skimming in basins. Maintain V of concrete (minimum) between top of inlet pipe and front rim elevation of OCS structures. Make sure revised elevations and pipe grades match plans. 4. The proposed HWL for Basin 3 and orifice diameter for Basin 3 OCS do not match the plans. 5. In the Proposed Conditions Model (Basins Starting at Bottom), carry thru above comments from HWL model. 6. Refer to marked up stormwater report for additional minor comments. 7. 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 plans to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. ■1 ANL66W^� 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: Kameron Kytonen, Natural Resources Technician Date: March 11, 2024 Reference: Andover Senior Campus CSP Comments 1. Please show the proposed plants being planted on the actual landscape plan. This makes it easier to read to see what species are being planted where. 2. Columnar Swedish aspen is not a recommended planting choice. a. A couple recommended planting choices in its replacement includes but is not limited to blue beech and pagoda dogwood 3. Additional comments pending further review. /a 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: FROM: SUBJECT: DATE: Michael Gould, SilverCrest Joe Janish, Community Development Director Review #2 — J.A. Wedum Foundation/SilverCrest Andover Senior Campus March 12, 2024 Review #2 Comments: 101. City Council took action on March 4, 2024 related to the Comprehensive Plan. The 60 day review period has now started. 102. Provide a copy of the CCWD permit to City once approved. 103. Continue submittals and review by Anoka County Highway Department. 104. Activity within the power line easement will require approval by Power Company. 105. Luminaire/Photometric Plan is missing. This will need to be submitted as part of the Commercial Site Plan. 106. Fencing or some alternative will be required at top of retaining wall in SE corner of parking lot for IL/MC/AL facility. This fencing will have to be of quality and design to block headlights from reaching homes to the south and southeast. 107. It appears as though lots consist of each "use". The PUD will need to note that multiple structures will be on one lot. 108. An easement will need to be recorded for the private roadways. 109. A unit count (1 bedroom, 2 bedroom, etc) for all residential structures will be needed to calculate lot size to unit requirements. 110. See PUD Review comments. 111. Additional comments pending further review. LANDSCAPE PLAN 112. Please see Memorandum from Kameron Kytonen, Natural Resources Technician. AS -BUILT SURVEY/FINAL PLAN SET REQUIRED 113. An as -built survey shall be prepared showing that the site has been constructed to the approved utility and grading plan. 114. The approved final plan set must be submitted in paper and in a digital format (.dwg or .dxf). BUILDING PERMIT 115. See Commercial Building Plan Requirements handout. Also available on the Building Department web page at www.andovennn.eov. FIRE DEPARTMENT COMMENTS 116. Additional comments pending further review. it Anoka County TRANSPORTATION DIVISION Highway Joe Janish City of Andover February 14, 2024 1685 Crosstown Blvd. Andover, MN 55304 RE: Preliminary Plat — Andover Senior Campus Dear Joe, We have reviewed the Preliminary Plat for Andover Senior Campus to be located east of CSAH 78 (Hanson Boulevard NW) and south of Crosstown Boulevard NW within the City of Andover, and I offer the following comments: • The existing right of way along CSAH 78 is 75 feet east of centerline which should be sufficient for future reconstruction purposes. • As proposed, the plat will not introduce and new access points onto county roads. Any existing driveways or field entrances within the boundaries of this development are required to be removed and the ditch section restored to match existing depth, slope, and grades. No access points onto CSAH 78 will be permitted and the right of access along CSAH 78 should be dedicated to Anoka County. • Internal site grading shall not commence until the requested ACHD Engineering plan approvals are received and the applicable permits can be issued. • Any utility relocation in the CSAH 78 right of way will be required to be coordinated directly by the city/developer. • Please note that no plantings or private signs will be permitted within the county right of way and care must be exercised when locating private signs, building, structures, plantings, berms, etc. outside of the county right of way, so as not to create any new sight obstructions for this section of CSAH 78. ACHD would like to work with local governments in promoting compatibility between land use and the county highway system. It should be recognized that residential land uses located adjacent to County highways often results in complaints about traffic noise. Existing and/or future traffic noise from CSAH 78 could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NAC) where establishment of the land use would result in violations of established noise standards. It is advised that the City and the Developer assess the noise situation for this development as it is proposed to be located directly adjacent to CSAH 78 and take the level of action deemed necessary to minimize the impact of any highway noise by incorporating the appropriate noise mitigation elements into the design and phasing of this plat as applicable. Our Passion Is Your Safe way Home 12- 1440 Bunker Lake Boulevard N ?i/. n Andover. DEIN 55304-4005 Office: 763-324-3100 ® Fax 763-3243020 a nwii.anokacounty.us/highpjay Affirmative Action / Equal Opportunity Employer The ACHD Engineering Plan Review process will apply to this site. The following items should be submitted to Brandon Ulvenes, Engineer ll, Brandon.Ulvenesaa anokacountvmn.gov (checklist and payment information are available on our website: https://www.anokacountymn.gov/4072/Development-Review): • Construction plans • Utility relocation plans • Traffic Control plans • Grading and erosion control plans • Drainage calculations — Note that the post -developed rate/volume of runoff must not exceed the pre -developed rate/volume of runoff for the 10 -year critical design storm • ACHD Design Requirements Checklist • Engineering plan review fee (estimated at $150.00) If any work will be performed in the County Right of Way, a Permit for work within the County Right of Way ($150.00) must be obtained prior to the commencement of any construction. License permit bonding, methods of construction, design details, work zone traffic control, restoration requirements and follow-up inspections are typical elements of the permitting process. Contact Sue Burgmeier via phone at 763.324.3176 or via email at HighwayPermits(�Danokacountymn.gov for further information and to coordinate the ACHD Permit process. Thank you for the opportunity to comment. Feel free to contact me if you have any questions regarding this review. Sincerely, Logan Keehr Traffic Engineering Technician xc: CSAH 78/Plats+Developments/2024 Jerry Auge, Assistant County Engineer David Zieglmeier, County Surveyor Sean Thiel, Traffic Engineering Manager Sue Burgmeier, Traffic Technician Brandon Ulvenes, Engineer II I3 Joe Janish From: Jake Griffiths on behalf of PublicComments Sent: Tuesday, March 26, 2024 1:10 PM To: Joe Janish Subject: FW: March 26 PZ Meeting See below. Jake Griffiths I Associate Planner I City of Andover 1685 Crosstown Blvd NW I Andover, MN 55304 Direct: 763.767.5142 1 j.griffiths@andovermn.gov -----Original Message ----- From: Sent: Tuesday, March 26, 2024 12:56 PM To: PublicComments<publiccomments@andovermn.gov> Subject: March 26 PZ Meeting [You don't often get email from I i. Learn why this is important at https://aka.ms/LearnAboutSenderidentification ] EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. Good afternoon: I am writing with concerns about the potential development directly across the street from my house. As it has been said in the past, we don't want a 4 story building, we don't want a sr living care facility when the ones we have in Andover and the surrounding area are NOT full. The land is too small for what they want to build, why can't they leave our little area of peace and quiet alone. They talked about how they build sr living facilities, etc NEAR grocery stores and places to shop ... well, if that's the case build off of Hanson and Jay street. They will be by Walmart, Target, the movie theater, Pizza Ranch, Willys and Festival. We have a bus stop on Blue Bird and 150th that really needs to be taken into consideration with adding more traffic, also there are small children that live on Blue Bird that drivers don't always see playing. You are planning on disrupting our neighborhood for money. BUILD ELSEWHERE- it was also mentioned at a few meetings by the Mayor that the city needs the money due to overspending for the community center - that is not our fault. Keep the big money hungry businesses out of neighborhoods, this is not the area for their buildings which will bring down housing prices and bring in more traffic, accidents, possible break-ins and low income housing. This does not fit into what Andover is. Steph Luitjens 1551(13 M b&d SF ^30 /-r`&V � NI /'J H Joe Janish From: Sent: Tuesday, March 26, 2024 10:28 AM To: Joe Janish Subject: Andover Senior Campus - proposed preliminary plat EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. Mr. Janish, Thank you for the call back and reviewing some of the detailed design elements within the proposed Andover Senior Campus on Crosstown and Hanson. If by chance I do not make it to the meeting this evening, would you please share the following: I would like to Thank the'Developer and 'City Staff for working together in achieving a viable (proposed) development for this parcel. Like any development, you will have numerous pros and cons moving forward. I feel that the pros of this development out way the cons. Personally, I prefer this use of the parcel, over a strip mall type development. And of course, I have concerns on the overall height and looks of the structure, however I can visualize it as complementing the growth of Andover. I have been part of this community for nearly forty years and have watched this intersection, and the surrounding areas, evolve from farm fields to what it is today. Some of my main comments and concerns on a high level (per the Preliminary Plat Drawing dated Mar 18, 2024) are as follows: 1. SE quadrant of the roundabout; the plans should reflect that northerly residential driveway on Bluebird to see what impact it may or may not have on the roundabout, also if there is any impact for the resident in utilizing their driveway.. 2. Clarity on the proposed trail along southside of Crosstown; it appears narrower than the typical trails along Hanson and the north side of Crosstown. 3. My understanding is that the interior road along the 2 -unit townhomes will be a No -Parking road; where will guests park for visiting and -or family events? Is it justifiable for having guests (seniors) walk from the neighboring parking areas (Brownstones, Commercial unit, Senior unit, or on Bluebird St)? Perhaps the internal roadway could be developed as standard width to allow for street parking, or additional parking spaces could be located adjacent to the 2 -unit townhomes. 4. 1 feel as though the 3 -unit townhome with 1 standard size unit and 2 smaller units with single garages does not fit well into the neighborhood; let alone all three driveways on the outside of a curve. The overall development and neighborhood would be better served if ALL townhomes in Lot 4 would be of the 2 -unit style. 5. Overall, is there enough parking for employees, residents, and guests? along with adequate areas for snow piling/removal. 6. In the commercial parking lot; that easterly end does not appear to have enough backing space for those last few parking stalls. 7. 1 trust that architecturally, landscaping (trees, shrubs, benches, etc), and lighting will complement the adjoining neighborhoods. Thank You, Eugene Benson 'S 1292 148th Ln NW 2 ANDOVER SENIOR CAMPUS TITLE SHEET & LEGEND ANDOVER, MINNESOTA VICINITY MAP( NOT TO DENOTES PROPOSED TREE PROTECTION PENCE DENOTES PROPOSED NOROUS DENOTES MAINTENANCE ACCESS ROUTE 0 DENOTES PRaMSED INLET PROTECTION ® DENOTES PROPOSED RIP -MP NEVATX W S ARE BASED ON NAV D M DATUM acwHe scuF a w w Iw IPoi.wMET Er.MT AN MPCA NPDES CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION ALL PERMITS, INCLUDING BUT NOT LIMITED TO PERMITS FROM CITY OF ANDOVER, MNDOT, AND THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, SHALL BE OBTAINED PRIOR TO ORDERING OF MATERIAL AND STARTING OF CONSTRUCTION. NO INSTALLATION OF UTILITIES SHALL BE PERMITTED UNTIL ALL APPLICABLE PERMITS ARE RECENED BY CONTRACTOR. INSTALLATION OF UTILITIES SHALL BE CONSTRUCTED TO MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY STANDARDS AND CRY STANDARDS AS IDENTIRM IN THE PUBLIC WORNSNiNGINEERING STANDARDS. SHEETINDEX CO `• I O DENOTES IDUMNG EATO GAZIN ID DENOTES DUMNG M£CTUCPL BOX sp DEXOIES FJ]SNMG E,EC,,Gm RWNOLE ,dt DENOTES WSRNG K. ME BOX fid✓ Y ... f 5 DENOTES EC"G. MWEN ROLE AND OVERHEAD WIRES 0 DENOTES EXISTING SANITARY SEINER NµMOIE - Yd u.Ls DENOTES COSTING G VALVE SITE",.d Ne ; •o+ M DENOTES WSTING WATER VPLVE dy 'T DENOTES EXI TE EPHONE PEDESTK —� DENOTES SGSTING UNDERGROUND EIECINC LINE ,�Y ' DENOTES EXISTING UNDERGROUND GAS LINE —P— e —DENOTES IXLSTING STORM SFWFR —1— DENOTES EXISTING WATER MNN 'dd z WNN DENOTES EXISTING MNMpOUS SOURCE =j DBIOTES EXISTING CONCRETE SURFACE DENOTES E SMT EIFVATION RTS EX ... OOlE5IXI511NG COMOU0.5 , .N P UN. DENOTES PROPOSED STORM SEWER PIPE NO O DENOTES PROPOSED TREE PROTECTION PENCE DENOTES PROPOSED NOROUS DENOTES MAINTENANCE ACCESS ROUTE 0 DENOTES PRaMSED INLET PROTECTION ® DENOTES PROPOSED RIP -MP NEVATX W S ARE BASED ON NAV D M DATUM acwHe scuF a w w Iw IPoi.wMET Er.MT AN MPCA NPDES CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION ALL PERMITS, INCLUDING BUT NOT LIMITED TO PERMITS FROM CITY OF ANDOVER, MNDOT, AND THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, SHALL BE OBTAINED PRIOR TO ORDERING OF MATERIAL AND STARTING OF CONSTRUCTION. NO INSTALLATION OF UTILITIES SHALL BE PERMITTED UNTIL ALL APPLICABLE PERMITS ARE RECENED BY CONTRACTOR. INSTALLATION OF UTILITIES SHALL BE CONSTRUCTED TO MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY STANDARDS AND CRY STANDARDS AS IDENTIRM IN THE PUBLIC WORNSNiNGINEERING STANDARDS. SHEETINDEX CO LEGEND O DENOTES IDUMNG EATO GAZIN ID DENOTES DUMNG M£CTUCPL BOX D DEXOIES FJ]SNMG E,EC,,Gm RWNOLE D DENOTES WSRNG K. ME BOX wDENOTES E%ISTWG LIGHT MIF C1] DENOTES EC"G. MWEN ROLE AND OVERHEAD WIRES 0 DENOTES EXISTING SANITARY SEINER NµMOIE -` OENOIFS F RT NG SIGN u.Ls DENOTES COSTING G VALVE 4 DENOTES EASING STORM SEWER APRON M DENOTES WSTING WATER VPLVE DI DENOTES EXI TE EPHONE PEDESTK —� DENOTES SGSTING UNDERGROUND EIECINC LINE 0.1 DENOTES EXISTING UNDERGROUND GAS LINE —P— DE. IXISTING SANITARY SEWER —DENOTES IXLSTING STORM SFWFR —1— DENOTES EXISTING WATER MNN r----1 DENOTES EXISTING MNMpOUS SOURCE =j DBIOTES EXISTING CONCRETE SURFACE DENOTES E SMT EIFVATION EX ... OOlE5IXI511NG COMOU0.5 DENOTES PROPOSED WATER PIPE DENOTES PROPOSED WIITIAY SEWER VIRE DENOTES PROPOSED STORM SEWER PIPE ®DEN...POEDSTORNNANI`oE O DENOTES ERO`D:EO UTCN IN Q DENOTES PROPOSED MREOEHD SECTOR i DENOTES RtOPOSEO DATE VALVE DENOTES PROPOSED NYDRAM 5 DENOTES RIORISED SANITARY SEWER MANNOIE DENOTESPROMSEOCO . M(� DENOTES R10M3ED SPOT ELEVATION � ncxnrR ORnmc nn uKVTrn�x n®�xrc DENOTES PROPOSED TREE PROTECTION PENCE DENOTES PROPOSED NOROUS DENOTES MAINTENANCE ACCESS ROUTE 0 DENOTES PRaMSED INLET PROTECTION ® DENOTES PROPOSED RIP -MP NEVATX W S ARE BASED ON NAV D M DATUM acwHe scuF a w w Iw IPoi.wMET Er.MT AN MPCA NPDES CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION ALL PERMITS, INCLUDING BUT NOT LIMITED TO PERMITS FROM CITY OF ANDOVER, MNDOT, AND THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, SHALL BE OBTAINED PRIOR TO ORDERING OF MATERIAL AND STARTING OF CONSTRUCTION. NO INSTALLATION OF UTILITIES SHALL BE PERMITTED UNTIL ALL APPLICABLE PERMITS ARE RECENED BY CONTRACTOR. INSTALLATION OF UTILITIES SHALL BE CONSTRUCTED TO MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY STANDARDS AND CRY STANDARDS AS IDENTIRM IN THE PUBLIC WORNSNiNGINEERING STANDARDS. SHEETINDEX CO TRLESHEETSLEGEND CERTIFlCATE OF SUINEYITREE INVENTORY.SHEETI CERTIFICATE OF SURVEYITRFE INVEMORY-SHEET2 PRELIMINARY PIAT C1.1 DML SUE PLAN CIS REMOVALS PLAN C1] PRETRUCHMOVEMENTS CIA CURBING PLAN C13 CONCEPT ROUNDABOUT u.Ls DETAILS C2.1 GRADING S DRAINAGE PLAN -OVERALL M2 GRAOINGDETAIL-1 m2 GRADRGOEPAIL.2 CSA SWPPP 0.1 U@fTYPLAN. SARRARYSWATERMAIN C33 UTILITY PWN. STORMSEWER- SHEETI C33 UTRITYPLAN-STORM SEWER-SHEET2 "A -Us DETAILS CERTIFICATE OF SURVEY/ I I I I TREE INVENTORY -for- J.A. WEDUM FOUNDATION I -'of- ANDOVER SENIOR CAMPUS I I I PROPERTY DESCRIPTION I PARCEL .1p.rz or me rvorMwesl QIaRtl d Me sWmwPat Quarter, SeClnn 23 Township 32. Range 2a, A,pka CDUnIy, Minn ly cep souln+nd east oL Caunry RwE le +ko ...n as wmown Brae : e.Eeps Mat Fare pdtsN m WNsbw Mills W nslow Hills 2nd M6XM and Winslow X Ih 3rd Arribon aM PARCEL B: ilea SmMwart Quarter.1 Me Southwest Quarter, Eased 23, Township 33, Range 2e, except Mar pert parted as Winslow Hills, Anoka COXW, Minnesota. j �z NOTES - Flea survey was mmplRed by E.G. Rod and sou• Inc no 5/t 1/3a22, VIV2022 and UB/2024. N - wdwz mown are on Azwka County divans. I - Panel ID Number: 33-33-34-33-0006 (Pncel A) and 23-32-24-33-NO2 (Panel B). �I - Total boundary area . 655 SMI 0 (15.04 acres) Panel arts ass proposed right of way dediranon - 582, W sf (13.36 acres) - Surveyed Mh Survey map Is In Flood Zone X (Areas determined N be I Q {• premises shown on ouaNe Me 0.2% annual &aace floodplain.), appointing a Food lmunnce R+a Map Community No. 2Jp689 Pawl No. 03065... E by Ma Federal Emer9er, Mane9emeR I > [ ... w a A9enn, effeONe d+a December 16, 2015. <2 R Za ,,,, 9 - COI add. are a Ren ar the pop and back of orb. 6 {' I or suer was premred lOrn - THB m using a commnt for UUE insurance Mered by Stewart 3 a TapeGwranty Company, Common t No. 6452sa, dared eB w, August 30, 3021. - - Tree apging and )memory mmptled by 3arobsw Envlmnmental. Z •� NA. LEGEND I _ • DENOTESIRON MONUMENT FOUND AS LABELED r D OFNOTE S )RUN MONUMENT SET, MARKED RISP 41578 AD NOTES SET PNNAIL 1 r o DEXOTES CATCH BASIN o DENOTES ELECTRICAL BOX O DENOTES ELECTRICAL. MANHOLE we O DENOTES FIBER Go"' BOX O DENOTES LIGHT OLE - 'O. DENOTES OWER OIE AND OVERHEAD WIRES 0 DENGTES SANITARY SEWER MANHOLE - _ DENOTES SIGN ;Q DENOTES GASVALVE ADJACENT HOUSE ELEVATIONS DENOTES STORM SEW ER AP0.0N - W DENOTES WATER VALVE MAIN - MAIN FLOGELEVATION M DENOTES TELEPHONE PEOE5TAL LAO -LO WEST OPENING ELEVATION (LOCKOUT BASEMENT) -- DENOTES UNDERGROUND ELECTRIC UNE L/F. LOWEST iLW0.ELEVAl10N (WAIXOUT BASEMEN) —a— DENOTES UNDERGROUND GAS LINE NOTE: THE LOCATION OF THE ADJACENT HOUSES/5MEG5 DENOTES EXISTING SANTMAY SEWER SHOWN ON THIS SURVEY ARE APPROXIMATE PER AERIAL —»— DENOTES EXISTING STORM SEWER PMOTO. THE HOUSES/SHEDS WERE NOT LOCATED IN THE —�— DENOTES OUSTING WATER MAIN MEW. r--1 DENOTES BITUM1NCRI5 SURFACE L_ J r.•.-3 DENOrTS CONCRETE SURFACE . Eu.• DENOTES EXISTING SPOTOKIRS ION OEHOTC'S E%ISTIHG CONTOURS �-�NDENOTOACOUNTY ADJACENT CEL OWNER (PER TAX TAX TREE DETAIL - DENOTES TAG NUMBER I (SEE SKEET SHEET 3 FOR TREE INFO) as I brew -Tway Wt this survry, dace or RmR was °reparM By ma nr Owar my dlrtG wpenhan and Mat I am e duly Reg boded Land Surveyor under Me laws of Me Saba d Minnesota. see S0� Dare: 2/]/2024 Ikeme No. ALIAS Iffm Professional Land Surveyors s . =I 6776 Lake Drive NE Suite 110 www.egrud.com Lino Lakes, MN 55614 Tel. 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WEDUM FOUNDATION PARKWAY, ST PLOWE ENGINEERING DRUIV0.1NG KMS WILSON NARCHITECTS I SHOWN AN EMAJOR LOT LV1B UNLESS OtHERWJSE 2 CAU -SKIN pMKWAY, SiE 335 UNC LAKE DRIVE NE, STE 120 1301 PMHIICPN BLVD E, $fE 100 OF WAY PLYMOUTH, MN 55447 LINO LAKES, MN 55010 BLOOMINGFON, MN OTHIS \ NY POR17 ADAM OINK, SARAH KERN, PIA, CDT //qy JAVPoRTZOWEWM.ORG 612-789-3363 6ADAMOPLOWE.COM 51-3614234 615PPAXKOKA4S'NIl50N.COM`- / \ PROPERTY DESCRIPTION PARCEL A: Himpart of the NortxweA Quarter of Me SOWM1wert Qmrte), Section 23, Township 32, Range 24, Me" County, i Minn "A"A lying muM and ea# of County Read 18, also known as Cmssbwn BNE.: except Mat part platted as wloslow Nnls. Winslow Hills grid Mother and Wmsbw Hills 3N Meman. I .. `' -' " I NORTH And ,.a,..�. i� J -1' n 1 J e I GRAPHIC SCALE I �95 PARCEL 8:6d 30 6o tN The Sou[M1we4 Quarter of [M1e $euMwez[ Sectionuarter, Sen 23, T°wreexcept 3), Range z4,excePert patted Ma[ paettetl as Wlmbw Hills, Amka Cmn1,, Menn reit. f j xMJ'♦ ,Co' rJ� *f I mGB = 60 Fri NOTES BENCHMARK Field wrvay was completed 1,rE.G. Rue and Sons, Inc. on 5/11/2022, 5/IL2a22 and I e r I / / a �i- NK' •ix` \ ``, ry`� I - r ,,,.: \ \ .. 5 4 ANORA COUNINBENCHMARK NO. 2031 1/&2024. ELEVATION: slows are be Anoka Cause, dabm. ' 4 NL FVATION: 096.611 (NAND BB DAWN) IO Number: )3-32-24-32-00Parcel A) and 3xaaa3aaoz 06 23- $I 5<,9" - v/e �`%� \ ♦ '2, <®;'������1 ( (Parcel B). �B I �,+�' //� /�� _ Teal°ouMUY arca• 655,500 a(15Aa aces) Pa¢el area less proposed hJM1tof way dedication = 583,154 sl (13.36 acre) / !- - ior Surneyedpimmise wnvrymaPklngt Zone %(MdNl [o be ousidsthe0.2%:nrual Ma cefloodpWlnJaccording Food! e Rae Map Ii Zyyy I IICammunlryHo. PnelNO.030kEbyMeFeealEmegenqMawgement -!oJv Apery, eRMHa date DettmW 16, 3015. r - •re ,,1 -_ - C f� f / � tB3� \♦ \ 4` rOs 1 loth sMrs arc bleep al Me[op arrd bort] °rmN. jd i ` m� di` ya,,�.gpC \ // _ vat p / \ ♦ FFALLLTWLLIIi/ This su Currency was preWred Comm it mmmRmmt for [NM Inwranco a Auqud by, 2021. i i I' ♦�� ~ TINe GuarantyCompanY. Commitment He fi452H, da[N aReNve Puqusi 2h. 3033. Q� %� 3{9/�� �' \ � A ,�+ \ g,'F\,\ r\ �♦ St. Man by Kaas WNmn ArcM1Oects I Va a� w W ' /i- I- ///��/t-- l``\' 1 > f` \♦ \ -[{: OM Man by News EMlneeM9. I > syr,- .A /� I \ \\ \ a e! '/ / 1\ \ - /",S,-�i \ s ♦ \ ,>�deaa / f a � . ♦ ` A .' I �"'- �' - tv' °.+"raw / \ taCP. - -ro.4 LEGEND1R;erwas r \ .✓�y � � / OENUTss IRON MONUMENT e I ,pss♦ °"Lmy�^`a�,J1 ODEOTS IRDX MONUMENT SET, MARKED 0.' AREAS -`- ♦ DENOnS sEf M(NAIL PROPOSED LOT 1 • 319,9]3 IF O DENOTES GTGI BASIN PROPOSE. LOT 2 = 57, 7�8429 SSF r aT�50\` E DENOTES ELECAUGLBO% PROPOSED LOT3 9, R95F os. -I �N!y�".1�h���sssssss\----------r------yam m DENOTEsflERNGLMANMo1E PROPOSE.Iors ='aL.S' Ngay`��8"O� LOT \\�+� III DENOTES FIBE0.0PAC 80% PROPO5EO RIGHT OF WAY =)3.3S45F r II I pM1r g' ,' TOTAL PARCEL AREA = 655,WSSF o (- o DENOTES LIONT POWER OLERUDE I ;a?, DENOTES SAMOAROLE ANO OVERHEAMANHOLE WINES m DENOTESSWI[TARr SEWER MANHOLE ZONING I j I CJ EFLO81NGm ,Ii � SBB'PB'ZB•R // / Z T DLTIOTEs ncN 11 I ittl� •a GAMGERODR•Ba).ag 1 -Il \ \ `L \'•' pQ DENOTES GAS VPLVE Per City of Andover Zoning Map datM I 9.PI y-� Fg16i FL00R •90925 4 DENOTES STORM SEWER APRON November 3033 [M1ls site is cursmtly toned M-3 1 SN# R\ /m \ / \ Y✓// M .EXOTES WPTEI VPLVE (Muitige Dwell4q High -Low DensM), i dg \ ♦ f I r m DENDT15TELEPHONEPEDESTAL M-2 BUIMIrw ln[ Sbndards: DEN Men. IM WMM=150 fee[ -a \ v.�� OTESUNOERGROUNDGASLI1C LINE F -e /` —m— DENOTES UNOERGRWNDGAS LINE MIs. Lau to so H. SO MN I' Y le \ / ��,.•]S \ P�e \ \'r`/ DENOTES ExISTING WIRMY SEWER Max. BUIMIrp Cd—.• 35 feet $ I s O-� I O •, \ (_1 y eF !r Maa. Bulldlrg Coverage n 30% --a>— DENOTES E%RiING STORM SEWER -- DENOTEH S IXISTING WATER MN—'��un.C,e.wD II' •O M-2emielra SttEacks: I ' .; ( — e1r% QQQFFk Q !> �[ be DENOTES BINMINOUS SIIPFACF Frm[=40 kat a —O — 1 I r 1 DENOTES CONCRETE SURFACE SWe (spread)) • 3o fee[ t \ 1y L Ll R'lag spread)ear-300 •30Met rx DENDTES EXISTING SHIT ELEVATION Rear • 30 Met - / I I �r1 J — — '. ! DENOTES EXISTING COMIXIPS AnY yard tram County Road • 50feet— DENOTES P%COUNTPARCELOWMFAINFDRIMTON i�'y �ki�f'\r,`\r.'rn --- +I li ,• tJY!!!!!!C I .. excePil�•:......, (PER ANOKP courvTv iP%IxFORWRnon) -_ F k' - \_ __ ... _ � =_� �llMreMRMpANa Vf¢1M1 -� / i I-�- - Cl5YXM9paC. aa.)YM6 J _{a VICINITYMP - —� � `•._ __ _,J E �F,I' a 1 r ------- �-do --L----------6—se_— — — — — — ! I PART OF $EC. 23, TWP. 32, RNC. 24 I 1 320.0 - ` - - - - - - - sP� BBB•20'21"R "1 T I I - I hereby c,xi that MN Rover, plan I a p I , o reportwas prepared by me or CNet ISI—I y e rD O - I' ' T' •- `- N mydivexc=rvkbnandNartlama duly N lnnd RegdueaS.'ZuMer r exuei Me laws of Mews of s ta. _ Y \!��" �'4.e L— I_ / if I xr- OFA: 2/2e/z0z4 Ekzoee No. 41578 '`'3 '-4 • 1 8. 7 rte„ — ares F •,•r---J_---� L.!T—J���-- ( s �o7Huddeb,---------- 6 IIHieMC mspl r Professional Land Surveyors o g i i �.•_ ml m� I I I 7! ase =Mare wh�N www.agrudFgm 6776 Lake Drive NE Suite 110 I I I aErt•`: '� ]coos"'"~^' Lino Lakes, MN 55014 CITY OF ANDOVER OnNreM TBI. (661) 361.6200 Fax (651) 361.6701 INO SCA, e, LEGEND o DEMOTES EXISTING GT BASIN ISDEvOTERIXIsnxc SEC 1. BOx 6) OEXOTES EXISIINGELECIRIGLL HANHOIE ® OfNOTEE F%IS11NG iIBE0.O`HC BOX 0 DENOTES EXISIWG LIGHT FOIE I DENOTES IXISTAKS POWER FOIE AND OVERHEAD WIRES Q DENOTES EXISTING SAN"ARY SEWIXMANMOIE �- DENOTES FASTING SIGN DENOTES ERMIIHG GAS VALVE DENOTES EXLYTWG STORM SEWER APRON N DENOTES EXISTING WATERVALVF 0 DENOTESEXISTING TEIFPNOHE PEDESTAL DENOTES IXFEnFNB UNDERGROUND ELECTRIC LINE —our— DENOTES EXISFING UNDERGROUND GAS LINE DENOTES MOTORS SNIRMY SEWER —1 DENOTES EXISTING SIO RM SEWER —1— DENOTES EXISTING WATER MAIN ` _ 1 DENOTES IXISTIHG BITUMINOUS SUNFACE DENOTES SLITNG COHCFETE SUPFACE DENOTES EXISTING SPOT HEVATEON DEMOTES EXISTING CONTOURS ------ DENOTES EXISTING BASEMENT TINES MISCELLANEOUS NOTES t TREREARENONFT OSQVSRE. i. THEREUN01OKi.01SRE 3. EXISTN .dAS:ME-MIILTPIEDWEuwOLOWDEl n. . TOTAL A.1. `TOTALSROVtRA •542.57 SF (3,300{ E4) A.3. BTUMIMGCOVEMGE .106,5]5 SF (]]OO ALOES) 25.16% 6.]. BINM OOJERAddE �l0,89EF L0. 23 AC ) 13.96% aA. CERVIOUE COVERAGE .32.595E (0.526 ACRE51 3.95% a.5. PERVIOUS COVERAGE •306.0353F (2.036 ACRE5) 52.5fi% `In", Im ANS4 ASSUMES DFOfGw. ma 60-1R/V` ALONG IT1055TOWN BLVD 9 N011.1 OUR 0,,ALQ' XAM(s. 8LV0 GENERAL NOTES I. THE IXWPIMTKKI SHAW Of, THESE DRAWINGS CIXICERNING TYPE AND LOUATON THE CORPORATOR T R m RE "M OUAWlNEEDMBEA ONIN DE q1 ALL TION S TO ME CONTRRCKT ISOFUTROSBIE NE RLINOH6 AVOID INUARINATOHAS TO UOU AILDNTAXF, HOFUMIESIS EMEI-D PER TO AVCS OMNGE TO THESE VTLIfIHF MATY OUALTIY LEVEL I LI 71O ES R IOR TOA O 3. THE CONTRACTOR IXLSTNG UlR VERIFY E LIFY SIM ATITO ANY L% TUOAONS. 3. THE ACTOR SMA NOTUL MGWER OF ANN TCN.AXsFESF HOOF EXISTING IJf112fIE9 N1O XOTFY FNGNEERof ANY D6C0.EPANCIE$ F0.pPTOTHE $TMTOF aIONS S AMNIO. . WSTALIATIONSSHALLCONFORMTOTHE COY STrW 0.WOSPEC6ICATQV$AND FORORATESIM0.5T OSTCU EOR.MID MXDOT STANDARDSPECIFICATCNS FO0.IAGE OF UMAUN-O ST NRPEMNT SH ). S. STORAGEOFIMTFRMLOORKRHT4FMSW3I NOT BE ALLOWEOW PUBVC SFMEETSORVB1OiVPUMLW e. NOTIFY CRYAMIXMUM OFNIpURS PRgRTO THE COMMFNCEMEM OF CONSONEETON. 1. ALLNIFOR T ROF YAONiTIEREWNEMEMSMTXE MINNESOTA MMVAL ON UNECBET DENICES ENT(MMUTCO.1 & All ELECTRIC.ED TOT NE. AND GASFXIEMSKKl9NCLVONAIECIFCEUNES ALL BE TTY INSUSTEOTOTH ..BE NIE UILIIYCO RTH TH.FINFROP ONS. ALL VIILRY pS0g4ECTMN09NMLBECOORONATFD WITH IXEPPPRWPoATE IIIIUIY TAR9/JIY DEVELOPER SURVEYOR J.A. WEOUM FOUNDATION F.G. ROD BOONS LAND EUR.MG, Ui TWO CARLSON PARKWAY STE 33S 6776 ME DONE RVMDUIX. MN SSM7 WNO LAKES, HN 55014 TAY MRTZ JASON RVD 612-769-3363 656d63d2 s NYMRTZOWEOUM.OFG )RUECIEGRUO.COM ENGINEER ARCHITECT RDWE ENGINEENNG. INC. FWNL KERN, AW. CDT 6776 ME DRUM KAAS WILSON MCHLTECIS LINO LAKES. MN 55010 1301 AMWCM BLVD f SIFE 100 ADAIR GINXq P.E. BLOOMINGTON. MN 55425 651-361-823 612485.391 A0.41"WE.COM SARVIK®KPASWISSON.COM LEGAL DESCRIPTION PMCELA: That pelt al Me MITI Qu HWNI of txe Soudv.. vuaRo. Saxon 23, Township 32, Range 24, Anka County, Mlnnesnota, lying mVM and aMt of Uunly Rwb 18, and known as COadtown Blvd.; exttIX Mat pert pMMed as Wlnsbw HIM. Wlnsbw HIVs 2M AMMON and Bial HMIs 3M Added . and PARCEL 8: The SpuNwest Quarter of Me SaUhwest Quadri, Section 23, Township 32, Range 24, exapt M. part plaxed as W Inslow HIM, Area County, Mimrcsota. Ge" IC SU Ed 6 I . ad DENOTES BOOSTING CATCH BASIN DE NOTES EXISTING FISC 1. BO% DENOTES EXCITING ElFG10.1GLL MANHOLE DENOTES FOISTING FROM Omc 00X DENOTES EY.LSRNG LIGHT ROLE DENOTES U.NGFOWER TOLE ANOOVERXEAD WIRES MUFFINS ING SWRMY SEWER NM'HOIE DENOTES ENLSTING SIGN DENOTES EMSTING GAS VALVE DENOTES EXISRNG STORM SEWER ANON DENOTES E%ISN1G WATER VALVE DENOTES IOUSTNG TELEPHONE PEDESTAL. DENOTES WETTING UNDERGROUND ELECTRIC LINE DENOTESESISTNG UNDFRGROUNO GAS LINE ES OENOFENI.: SAN. SEWER DENOTES m""' STORM SEWER DENOTES EXISTING WATER MAIN DENOTES EXISRNG BDUNINOUS SURFACE DENSITIES IXISRNG CONCRETE SURFACE DENOTES EXISTING SPOT EUNATGN DENOTES EXISNHG CONTOURS GENERALNOTES 1. ME NFONFMTON... ON MESE DMWIHGSCIXAF.LIKING TYPE AND LCCAnIXi OF METING UTUFFEs M HOTGIIARPlIIFFDn) BE ACCURATE gt/iL WO . ME PANRNCTOR Is BESPoNSISLE FOR NAMING HIS ONN DE19iMINATICN AS TO TYPE MLO LOCAnON OF UT LITS AS NECESSARY TO AIgO DMUC£ TO RUSE URIFIRA.0 01MLRY LEVEL IS LEVEL 0 PER CII ASCE ffi . Z CALL2tPFOREXIsnNGMLrtF9LOUTRMI9PRpRTOM'YE VAT S. S. ME COMMCTOR=FELD YEMIFI SIDE. ELEVATION, AYO LOCATION OF METING HUTIES AND NOTIFY ENGINEER OF ANT( 0ISCREPANCIES RYdV TOME STMT OF WlTAWTXWS. 4. INSTkIATICN9 SNAIL CMFgM TO ME CRY STANDARD SPECIFICATIONS MIO OETML P ATES(MOST OR CURRENT EDITION) AND NNOOT STANOO SPEC1"F NS FORCONSTIWCINNIURUNFCURRENTEDTHORL S, 9TORAGEOFIMTEPlV.SMEWEAIEMSNMLNDTM/1L DMPOMC STFUET90R WONIN PUBLICRIG4TLFWAY. B. NOnFV CNY A MINIMUM OF AS HOURS PPNM TO THE COMMENCEMENT OF T. ALT FEVSKN99MWET THE RFNT9 OF MENNNE90TAMAVUM ON UNIFORM TRN£CCOESRNUUO ! ALL ELECTPTC.TELE INSISTS, AMI OUTWERSIONI IPKLWN63ERWCESHALL LINES ALL SHALL BECd1fTRucfFL iO ME NTE UTIMcdIPNT18PECKIGndiS. ALL URIry g9CGMNELTpNs nAlt BE COg1iNATEOCORN ME APPRWgNTE UIRIIY COYPNIY GRADING, DRAINAGE 8 ESC NOTES 1. MR CTLHS WITHIN COgLCREERWATER9HE0014TRWTICRADJACCWOPERMT IS REWIRED PRIOR TO ANY SITE 06nIRBANCE. L PROD DRNRSSAg1LEM ME(1)A n.MN9ESPERAIRRRMUIPED PRIOR TO ANY SITE DISNRRW CE. S. FIELD SURVEY WAS Cg1PLETED BY E.G. BUD AND SONS LAND YURVEYINO NC. ON SHH22ANDS12-2022. ]. CONTRACTOR SHALL SENOVE CATCH BFSN N LET SEGMENT MOTECTON PRIOR TO WINTER FREEZE AND REMCE Al SPRING IF SITE STAN LDATlDN HAS NOT BEEN ACHIEVED OR AT THE 0ISCRETION OF THE CITY ENGINEER, B, DEVELOPFNCONTMCTOR IS RESPONSISL E FOR REMOVING TEMPORARY E EDISON CAMRM MEASURES UPON ESTIBL 6INEN7 OF PERAWLENT VEGETAnQN. B. OEVElOPp4CONIMLIOR SHMLPRW DE SHE STPBLOATSU,INCLUDNG ON. STCCKMVL WNEAN SEYERI 9) DAYS OF GRADI NO COMPLETION OR I SAM", 10. MLXOPESSHMLBE4JORNA1FTEN. —EXWTVIG CURB AND BUFFER —L—� M BE REMOVED FOR NEW ENTRANCE GRAPHIC SLAY EO 0 AT FO M '...FUR M.MT EXIBTNG CONE AND SUTTER TO BE NFNOVEO FOR NEW ENTRANCE LEGEND 0 DENOIESIXCiTMGC HBASm III DENOTEB BUSTING ELECTRICAL BOX 0 DEVOTES Eg50MG ELOCINGL NANNOLE 0 OENOIE5 E'USIING FIBEROPTIC BOX a DENOTES Fnsrvw LONT FOLD 'O. O@IDTES EXI G POWER MILE AND WEMEAO WIRES Q BENDiES F%LSTMG vNFM.E, SEWER NANHOLE T DENOTES IXLSTIN6 . ENE DENOTES E%ISrIHC ..E( - •ImileCmpAMM DENOTES EXEhTNG STORM SEWER MNON W DENOTE$ EOSTNG WATER WEVE DI DENOTES EXISTMG TELEPHONE PE Mfid. rxwwm. DENOTES EXISTING UNDERGROUNDELECTRIC UNE -r�r— DENOTES EXISTING UNDERGRWN D GAS LINE - DENOTES EXISTING SRNrtARV SEVIER - < OWaIIMMTNINMB R.eu: DExaIES IXLS .ETORN EEwER I— DENOTES EXISTING WATER MAIN � arowen WYbwt DENOTES EXISTING BRUMIMU55VRFACE DEN. IXISTNG CONCRETE SURFACE DENOTES EXISTING $PDT ELEVATION DENOTES EXISTING WWW" GENERAL NOTES 1. THE INFORMATION SHOWN ON THESE IXMWINGS CON MNG TYPE ANDLOCRTNMI OF M.B.VII..IS NOT ..D TO BE ACWMTE ON ALL NCLUSNE ME CONNUCTOR 6 REBPONGOLE FOR M M(NG NIS GVM OERUIINAPAN AS TG r AND LIX'ATW OF UTILITIES AS NEMSEMY TO AV INUMME TO THESE UT W HES. UTBPY QUALITY LEVEL R LEVEL D PER co I ASCE SB GP, 2C.LL WVFORWSTINGWLRFSLCCATONSPRFMTOAH VAT . S. ME CCNTRAGTOR SYALL FIELD VERIFY SM 6 ATION, MO-=TNW OF EXISTING UTILITIES AND W17FY ENGINcR OF MY DISCREPANCIES PRIOR TO TIE STMT OFNSTAUATNXIS. A. INSTALLATIONS CONFORM r0 ME CITY STPNDMD SPECIFICATIONS AND DETAIL PLATES WOSr CURRENT EDITION) AND MNDOT STANOIRO SPECIFICATNXIS FOR CONSTRUCTION MOSTCURRENTEDRNXII. e. STORAGE OF MATER M EQUIPMENT SHALL NOT BE ALEOWEO W MB $THEFTSORNTNMPUBLICRIWHI FM•AY. S. NOT FY CITY A MINIMUM OF M HOURS RLNM TO ME COMMENCEMENT OF CONBTRUCT'N' T. ALL STREETSIGNS SHALL MEET ME REQUIREMENT50F ME M MESOTA MANUAL ON UNIFORM TRAFFIC L..L DEVICESIMMYTC., 0, AELELECTWC.rELEP NE.MUGASEXTENSMSNCLUONGSERNCEMESSNALL BECONSTRU TOTIEMPROPRWMUTLRYCgAPA WECFICATNMS..LLL UTILITY DISCONNEGLIONS$HALL BE LLXLFU ATEDWIM MEAFN'BOPRHTE NIIUTY CGNI. g � I I GNUO NIC SG eo I. -.TEl I\/ \ 1 1 1 I I I 1 1 1 BE 22-2050 - o p>n Pxt Wl OM'1 - •ImileCmpAMM w' �� Awrxz naM YAILdObeL X.QH rxwwm. Inas r b9WPNOWVDepn' FVXO�NIwp iBn ISltn p NTaAnc x..;�J ZIPSn - < OWaIIMMTNINMB R.eu: emnax zsn TOP. � arowen WYbwt Amex ABRBn Tr ��xN o.Inw+xrDbkUVI .Yb,Fmi GNm D%YJIA AJe.FpY,pI4MM1 iNH.lYnprvn. Zl.Mp w. VtloSe WML,FM WI5611 NhtlP. Fgn4 N9F.IIa0'a 1Z10', Numxn.HL PbI rm.Fmm avrsBz r.®Floarml.n.Gm MBA Azuwa.n.mgF. Fe.swmtw RaYq WpYP OI Pb]5 BwgT. iPEMVY1,bpYY AnypnaY [y]yl NN.IW PIsm Mbm. 051PIWNRabp.Ay4 TplP1NMu CITY OF ANDOVER AERIAL LADDER TRUCK 1/10/22 STANDARD DRAWING CITY O F NO. 522 g � I I GNUO NIC SG eo I. -.TEl I\/ \ 1 1 1 I I I 1 1 1 BE 22-2050 Cl 0ENO E%LSTSNG CATCX BASIN 0 DENOTES EXISTING ELECTRICAL BOX m DENOTES E%ISHNG ELECTRICAL MALI E DENOTES FAIN STG"BER OMC BOX O DENOTES BASTING GGM PoIe DENOTES EXCITINGPOWER C"BAND GMMORAO"A's Q DENOTES ROSTRAS RAR' SEWER MANNOIE DENOTESE%IS'ITNGSION ADENOTES EASTENG WS VR MD N DENOTES EGSTING WARN TER I-IfE RON M DENOTES EXTMNG WATEHONEP Ol DENOTESEXIS TND CARVE PEDESTAL — DENOTES IXI 2 LINOERGROUNO ELECTRIC TINE ter— DENOTES ESISTMG LINSANITA ISMERROUNO 45 LINE DENOTES FASTING SNI. SESEW fR 06V01£S EXISTING $TORN SEWER —I— OEHOTES E%ISnHG WATFP NNN r----1 DENOTES EXISTING`N,L.NOUS SURFACE DENOTES E%ISTING CONCRETE SURFACE -u DENOTES IXISnnG SPOTEIE -- -- DF NOTES EXISTING COMWRusS DENOTES EXISTING EASEMENT LINES MISCELLANEOUS NOTES 1. THERE MExOwERA UB CxSRE. 3. TIEREwtp FLMORAw ON511E. 5. EXISTING BONING M}- MULTIPLE DWELLINO LOW DIALIiY 4. SREMEM .1. .REARM •65S,SM SF (IS.. ACRES) 1A. BUROING COVENbE •144,066 SF (3.60 µTES) 6.3. BRUMIMOUS CONERAGE• ll)A215F (].IO ACRES) 6A, CONCRETE CLVEMGE • 21396SF Is. ACRES) 4.5. FERWOUS COEMGE •366,2255F (BAB AMES) GLNLRAL NOTES 1. )NE IxF<PMA)NA sxowN ON RINE GUWw0.5 CONwIMwOTYPE ANO.T. OF ME. unlTREs 6 No) c V AMNf EE o To BE ACCIIRRTE Gi /il wu115NE. TME CGRMCTGI 6 RESPOMOSIX FOR AMONG HIM OMN OETFNMNAnGI AS TO ry AND LOCATOR OF VRRES AS NECESSARY TO AVOID DAMAGE TO THESE UTIEUT RS. RITY MALTY LEVEL BE LEVEL 0AER CI/ASCE SSO3. U bN' FOR IX6TWG UTLRES LGAATION S FRDR TO NIR, IXGVATN)NS, THE CGRMOTCo5 FIELD A..Ste, ELEVATION,.. LOCATION OF METRIC UT W TIESAMD NOBBY ENGINEER OF FNY D A MLFF V C IES NNNR TO THE STMT OF as T.TK S. 4, NSTµIATgN55HA1L CON FORM TO TIE CRR, STANDARD SPECIFICATICNS AND MAIL PLATES MOST CMRFM EWTANM AND LPOOT STMDMD WFCFCAnI S FOR C 0NGTRUCTATN(MOST CU0.0.EM EDRKK1). 5. STORAGE OF MATER Mai OR EOU PMENT S NOT BE ALLOYED M FUGIC STREETS OR WRIT W PRBMC RGM TOF-WAY, B. IN NOTIFY CITY A MMRM OF 46 4D RS PRIOR TO THE COMM ENCEAENT OF CONSTRUCTION, , ALL B I FEET SIGNS SNPLL MEET TM REOU RENEWS M THE MIN NESOTA MANUAL ON UN60RM TWFIC CONTRA DEVICES IMMUMD) B. ALL ELECTRIC. TELEPHONE AND OAS EXTENSIONS NC.LU DING SERNCE LINES S44µ1 BE CONSTRUCTED TO THE AFNLOPR ATE IOL T' COMP.WYSPEGfIGl1IXLS. µ1 UTILITY GSCONNECTDNS SNNL BE COORDINATED WITH TN E A RCPRATE(TLT COMPANY DEVELOPER )A. WOMAN FOUNOATNGN TWO CANS(M PARKWAY STE 335 NYNCUTN, MN SNA, AY NOR12 613-788-3163 AYPNL cRA.M.GRG ENGINEER "WE ENGINEVURS. INC, 6776 LANE DR. UNO LAKES, AN SSOM ,l Oµ1 GMKEL,'E. 551.361-82M AOMONDWE.. SURVEYOR EG. RIA 6 WAS LAND SURVEYING, SNC Am ARAE ORSVE "NO LAKES. AN B.I. ASCM RW 651-MI4221 )RUDOEGRUD.COM ARCHITECT SARA KERN, AM, COT KMS W IISON ARCXITECTS 1301 AMENGN BLVD E STE IN BLOGa1NGTON. MN SN25 612-205.3991 SARMKCI(MSIAIISON.COM LEGAL DESCRIPTION NWEL A: M TL wrt of ONE NaNwest QwN, pT Ne SwNwan Quarter. SNUm 23, T&AROID 32, Range 2e, µpia Cwnry, MNncaA, If" MRC, AN! a= of CouMY Road IB, also knwm as Crone.., BM,: exDaR.1 an pwltatl AS Wln. HIIM, WI.M. Mak: 216 Mon. and laimlow Hills 3d ANN , and PARCEL B: TOe SOutnwert Quarter of Ne SaMwat Quarles, 5¢tlOR 23, Township 32, Range 24, except Met MO AMC. as WMASON MIKE, MOka CNnH, MANKIND. GRAPXIDSCAM 60 0 I b W ]a �FY)x ..FEET Y' TAT I LEGEND \ O OEtgTg EXISI[NGGTOI blSW \ ODENOTES EXISTING EIEC HR EO% \ mEEIEC DENOTES OSTIXG MZHOIE \ U DENOTES EDOSTING FIBER ORIC BOX \ O DENOTES ISTING LIGHT FOIE \ GENEXOTES EXISTING LOWER POIEANO OVERHEAD WIRES \ IS DENOTES F%ISI4VG SPNRARY SEWER MANHOLE DENOTES EX611N0 SIGN \ DE OTESEXISTINGGAS— DENOTES EXLSTING SIORN SEWER APRON N DENOTES EYJSTING WATER VALVE BI DENOTES EXISTING TELEPHONE PEOESTLL DENOTES E%IETING UNDERGROUND ELECTRIC LINE DENOTES F%ISIING UNOERGRW ND GAS LINE —� DENOTES EXBRNG SANRARY SEWER DENOTES POSTING STORM SEWER —I— DENOTES E%STING WATER MEIN DENOTES EXISTNG B...NW55... DENOTES EXISTING CONCRETE SURFACE DENOTES MISTING SPOT ELP/ATION -- DENOTES E%STING CONTOURS ------ DENOTES EXImNG EASEENT LINES / / / / NEW STRIPING ON CROSSTOWN BLVD FxISTING STRIPING ON CROSSTOWN BLVD / / / / / 8.0 - 18.0 "�� 5.0 / / I I I II I I I II I I I I I 9 zZ 0 EL a- a- 38 3o wwoa oz Z)' z2o WAD': VJd g W 0 LL O� z e z U Q C1.5 / GIY➢HICSGIE IS ED / / / INCiI.b FFFi / / / menavan / PLOWE ENOWEERWGE / / Fns�l �iulP et LEGE G1v Iro / 5.0 / / I I I II I I I II I I I I I 9 zZ 0 EL a- a- 38 3o wwoa oz Z)' z2o WAD': VJd g W 0 LL O� z e z U Q C1.5 ' 50TH LAPS P1W 0 60 120 PLANT SCHEDULE (aanR.tAtl I Y�I W Is - refer to sheet 15 for SYM O. CODE 90TANICALNAME COMMON NAME SRE CONTAINER OTY MUNICIPAL Landscape REQUIREMENTS CONIFERS D O `{}-. x • • Po 1ea9laaa'Da—ala .-a Wk Spee 4 xgl tlFtl I) DEE^CrIDDUOUS OVERSTORY TREE AS Kp[Irtmwb' Siemr3 Senna Glm.uapa x'Cal B8a I. r ` OR Bell aaa a R er0[[n ti Xyr 969 B r `` �. � � /�� �� - •�! i I • CoCetlno[[CenIM C—HttAMry l'Cal BAB e �1 r � F:• GI GCYYua YlaanlMiY'Mm13"S4Kpk ]M ��[fi \IJ AIT.ass XmeYlp[W ]'Cal II. 8 VJ' PaµArsbpNY T'. C.S...,, x'Cal 9e0 5 1 PT ft i amJd,es Cw[M650.i ]'Cal 069 ) I I � ` W � �a0 HYCu3 amekaro"SI GdY SI Gtl4 MnnY nEYn ].5'Cel BAB a O t� ORNAMENTAL TREES ij /1 -may PG 6rr�ebnr'fy9aNJba'.SWimnBrlpaxe \\'^YFrrll✓Y)) 6Numn 6lllance 5enteCnry • Ngl BAB 1 FUTURE A � MS Ma4nn SpnB Sw+. \ Speg Srvw GaO ApGY 15'Cnl 06B ] ��/" Q Q ` - RP Runes �( pmi va M CMry I F GI BAB tl $I Ayrbgp ee leWeeMy514 6vy 516, leparcxTrrc Llbe 15'1a1SHRUM BAB I) alu�O blm rM entry ala 62 C^ CJmu3-- ISaN RMJsa lYl Pd "I / '; '\ '- `- A".'" 01 ROMN Fekaa fTnrIBMXorey3uCLt ill 0. 1M OHa Hydar,Bm ar6praum3 ANMenM AmateXe Nprargea sal Pd ee = CURRENT PHASE(� /1 z if ]JNperuscNmsli'-.1— eaCreonR9 RQRNS mgvW'GPlpw G-1—FraJanl Sums[ 5pal Pla B] EXISTING SINGLE FAMILY RESIDENTIAL 0 TD rdAa«amlrN Bal]d., T..'. pR IM ubMw d xa f F.cf r,loX ® n] Tny+a[oeapeaSs Te Gaea" Te .acewm' . 1p, W Ir Xeg+l Pa w O', N9dmumvmm'al GdrNb[3 em=ad A—Crmeprve $Wlw lrH ) Pd a F '1 ANNUALSIPERENNIALS OHo ECI�Mcea plapMea P CmI[mwr 1pal Pa 115 Hal—all", ,.,a C',slab Jeal myrn IB,I Pa m �y H[ Xwaa'T Rea Tee iasb ]yI Fp IS �+ O Nx NeGNa r amaN WMp3 LW N WaRm Lo+i Cal,ml 1 yl %a Ill f[CF - mon ' GRASSES 1 Q. C4 CaWwgx4Yaa[JNaa Mrl Fepyp FOIb..C,an Igal R6 x5] M4 Mluanlhu3 Lneru9'FbM imMNA PRIM fmtirq EW le Gri53 Ipal Pq 91 ' 50TH LAPS P1W 0 60 120 (aanR.tAtl I Y�I W Is - OVERVIEW PLAN: EGALEI I• = 60 --Ci" NC)l cam ° Ift CALYX DESIGN ROUP So,w w„Iw .Xo.f,MH,aem,. PLOWE EMONEERW4 WC. all L.IOIME$. ux gMa "Ata IIx1810 -Imllv,aro+ a k vw 5 OZ n z Lug (p > w �0 w 0¢ 0 z Q SHEET Li J / m ,.;y ? d�' ti;•�t .,.� FUTURE PHASE \\ \r r � \ FUTURE PHASE \ -. Y P,pcFw' r �•. vr,'a+ . .rte (H(- � - - _ _ _ y 1 � % is '3 weuPm I 1 Ayes.vs \ / tllgaECfiR ' / 1: CNIL NAYS a' PSVwpPW �s CtUYS PMWTES / _ _ Ig1191fe _ I[gTTIaI 1. PFA.75 \ACCUffI, p� wi Pte& - � MAPI6FLYiA / } QVIL I� '-- PROPOSED BUILDING aDoogvaa .�.aroroma. llgfllE .; — 11Pt � •. _ ( ;'r/y�//' _ HK,y N \ VON '� ` a. r f� �:i .,-�affrmv�umert, rcA'�"xmFseouom -'+ •\ ���'/'n. / L• a' � `' � �, i �. 6ON% r+n M�vs w--- t wTwlaE � �y �I ^1 wiDluE/{� 1, I alusue4rr : ,"•.-, _`�°' as l / General Notes: 1. LarMecape contractor to provide a new Inlgation layout plan for One property. See Irrigation Niles. 2. See Civil Erpineefs plans for utflbes, gradbg layout and reeulramer-M. g. Contractor to coordinate any wors In me rgntaFway MM City of Andover Public We" Department a. Place a minimum of 6-topsoll or slope dressing on all area disbursed by conlbuctron.indudbg rightof-way boulovards, unless specified oarewse. 6. Raler to built specifications for additional recuiraments. 6. 'NI contractor b responsible for verif tin of soils and graded oprim6on prior to moDlvatbn and visit notify Me General Contractor a eaMwak is Pal acceptable. Lancis®pe contractor is responsiblefor fine grading, or grade to within 1- of final set elevabon. O^ 25' Y e t LANDSCAPE PLAN - NORTH: -_ EGALE� " = 25'-O NORT' . ewribelow CaY lrelsnAudlL CALYX DESIGN GROUP fnuert tne, 10A a*. vua. sou arw NCNB la511 ��r5 •+MewvM- PLOW ENOMEEPINQ E sure Is a . us as P4L parslasrc vazMoosraml IEET L2 General Notes: 1. Landieaps contractor to unbridle a new Initiation layout plan for Ne property. See Inflation Notes. 2. See CMI Etpinaers plans rot utigges, grading layout and regulrements. 3. Contractor to coordinate any wok In Me niglgof way WM Qty of Andover Public Works Department. 4. Place a minimum of 6 -Tommi or some dressing on all areas disturbed by construction including ngbtofw y boulevards, union allocated stations. 6. Refer to bidders apesfica ons for oddball rabrmrements. 6. Landscape Contractor Is reasonable for verification of aalb and gamed condition prior To mobilization and Mall nobly Me Gereal Connector g earnwork le rot acceptable. laMsrare Cgnvactor is rasponsble forfns greditg, a grade Wendt 1- of firet est aleraToo LANDSCAPE PLAN - SOUTH: tuwcogwwa..tiarr SCALE: I' = 25'-O" NORTH . teams CALYX DESIGN GROUP .am oar . ..e Bi. ons IMA YN.I W Mlp nai aMWVwn.aan to PLOWNC INC. .11,.Wa[YVYe sume In, LNO W29. se .1. RIOrE:Ib 11M1U10 fM1C IVab LIdNt y IL IL Qa 0 Uo y OW Oz Z K 5 Z a. LU U)Of S UjO N >Q Z i O 5 G Z a SHEET W xoRs YE nw 1S,K a.'K EUSEcnox W➢IILWHF SIPR W OiN VMES, SEE ABYR YIR015410.E5 iM OM.'EP IRANN %,1TYP. ROCK MULCH DETAIL LJ ....•,. IMY/LLN.I .N, ©& '. SWVUB PL&VT41JGI •► LJ Rvrmecue wNNNw ro�E� _ %)Dmro ECIDUOUS TREE PLANTING - SECTION u �y rvwww,n i41TYP. PERENNIAL PLANTING DETAIL V NN... �WEiFA NUN RCCKCOVER EvraEW1G. CONIFEROUS TREE PLANTING - SECTION LY xor roa:xE %)REINFORCED TURF DETAIL La .msnEE .v v ®�d9 ��'► NOTES,LANDSCAPE DETAILS, CALYX DESIGN GROUP T� ; N.1.,N �w PLOWE ENGWEUNG.M. N I R.RR y IL IL Uo a Ww 0? o 2E a W& S M> m o W C Z 4 0 z a 11,00 p `i'Mik 0 `,� _ o .l OO 1�1 e��, Qa 0• r J• I 4 P1� O 1 .u� Olr 'a\ye O 4 ..,.. E: E •0�¢4.����oiao p.Oafai �0'�1�1 � tltw��► !♦fit t � <�i► lt! !t! • ' _ • . • .v v ®�d9 ��'► NOTES,LANDSCAPE DETAILS, CALYX DESIGN GROUP T� ; N.1.,N �w PLOWE ENGWEUNG.M. N I R.RR y IL IL Uo a Ww 0? o 2E a W& S M> m o W C Z 4 0 z a LANDSCAPE Notes & REQUIREMENTS: 1. TM. WasU sgµMylb«a wb bul I-IMOI no runald'I that Wertarn Rp niuk deedmWcn les a«swOMe alap4nI MX. Yrslal px VxphnengeWY. OOW6lece m.YCl1 egeBrw b« Irk Remwe wYe xp Wrhp Icon lop Wre d roto pall setae Bnal spl peA�m «'4 mulch. 2 Ruler to rnI plan fMelf sh ra ,dmi Via Oimensgn5. suney,4« shoo, A waWaee dlbiN B W04Nr contra. 8. Nl From material slraY¢mply MN the blastacion 0 the Area- Standard les Nursery Sl«a, Amman Asaotlatlm of NursMymen. Unbn M«otlervme. Deceuwn annual shall have at besl5 al No fPoll shub l.}0. all ---1 sl Oe dealer«as spent.NStufuwa reds aro rwauv«.14la- an... ,ad. to ded-as en tia.w (DBNI, NI m... was Mer measured ham Rod. Wade se Me WIG aMe ourself sader, 0 are wnbal sada b paent an Mlleua thaw. Met plant h rejMM and must be rapdrAe immaNaWy, 4Plan lake, precuMrl[w e aIOW M:Meub R eriball Gua In auene0u-I 5. ml pmPos« panda 0.11 by baled end st as mwm. fi Mluslmenllnbcelbn of powseepanlmelaral may MneMad In vefl ShWWen WNsa entWraolfd,Nede,t Mll NoNde MbaM al.$'{niflantdngesmayrqulnarynrbwaM approv8 ]. The prpaa andscape vrlxl«YalMMtl nap[aflpb(w we4nrg aMyopMy heMlirp Ml aantrrelarl8bprwgnl wr Ne rte WMMlon ant aver Na4pp. 5rJe W Asnedswerfeeto -rob inaGeoNd NSINattn Ome aMn SB Iwvn. B. Nl dam -Il Lel be braft. n imldOSlbn As NNMdA . 9. Tne uMood,con. .1 porde Ne wow wN s wal POVAl appcpbte W Oarphaddet edMMMe and b pGm matwlgra^Ih reauuamenu N. Xtha leMsraw[anvaawis mvsrnee or perteires any eefurges in Ne runt selNions.sM rnMilms.drainage«am/otlyr yen cwMilion lMl mpnl negaurery artect From esupesn cot. U l .pedal«.Ivey must ping Nese6.1-6.to Ina.11.1M.1110 aMseape wtlrilW Stlienl 11. bid aupnuStiOn. Pbntpeddrainagewncemsdungpant inL ahmo�eraeN 1Mse ellenlian .IIIA Owner an General ConMworimmWralaN 11, Corhoul MalMaddi W and M1w SMtlWgbn Mat Sol and c«npactbn[nndltions.1.ad.... 1.toa.-Tor proper.10lnage at and te-nd Me blltling Ne. 12, Convaien a ed,,on eM crreatem nknence of all revery mdaued material les the duration of and v,seal, AM Me mcegbn of ut wl wnlm Wl M memmnee se 30 days ads, "Wis«wMXIIM MI Twerp. Mtklever mne>Brss.Mai trithrongs finern INMImdenn, and remuvahwI« nth site. AnyaWdvane arMmagewhkhmayoccurIOMto rtaMy nen Mvl M IM respwMTllryolUw mnvacwr. CmhxW anon pmree lee owner corn OBRA Inlormallon.IncLting Ism not lm,lOd lot. coin«'arasuctiwuan proper awn mwnrg Might. Yeah Irm maintenenee r«emmenMema, Pepw pbnl prvnirp InMmadon, pant D lawn lenrliaaoon scnodulo. and disease pest arbor 13.Wats, TM MnVagw MausuaMt« MwlFamaemaMlaawoh cal year lmm Noeale olwMenwm«acoaurse. Panb WleahrMlm 15%da Mmp NW npxMal edadenW cost m W ander. TM mnnauw e1M1 allo Hartle adeauate v« whip ant a«mcdenl pde2on messem M Ne Nanbps daYyy W aa'raMy rser4e. ia. me ar0ut den aruphNnwrundwSWdrp dNe YMww rvNemnla Mad n De w6wee. CluyuarNalidy mry M rpJ«1M by NeaN pease [^ appficanl nlwmaXan, .tic vpul. CUM Mtivons, el[. 15. Tne M.Not, vel«« aMl M napondes for cends"rly whon.aMw«tirlsOry Fapecabu« nndred WougMul tlM Wore a. 18. Pod d« B spdda sureptuWn must se apdrned In All Nb to acapu«e N lM fres. II. Ihorudc TM IeM,zpe)rea Me cYhunlNan Yryapla leywlPan for Ma0.1oMIDe rmenpeofrelsee,tWant Nrubpl Coal U«'.cwlgrMeirtryplWnh.M., bieend.and 41111V "I.- (d) cOdesd N rprapowd 4yout pan to id raMxape .",d. IIw rn4w and aid Mn polar b In. and.. Ca. Soh bt'PV1. . AN pude Comtel, M Inner and .fees serine wit Oa mW,ankal engfrear.n. andJ.8gaueralwrsarlur.prude lyl NluWuwr oa apingsunder, nioGewn Op.Ben BO PVCa4WM&e reWdad to pe placed under Oared .yeas mrs.nM Is to M a«draW M««n Tne Ia Wasp wnXador.IdgaX« wnmdw. «anal«. warp wmr.a«, dW centra e.nbsaw. 18. NI ed90r spLl Ce prOlnswnal gCee bhtlr alttl «per,lr8'NukreadAn[Mreveryl8'wrcens1M.muml. Burand Nmpb. 19 Landscape c.elnuarmxmmnaasath my nsrDk les ccereualan rile ma GeneralCmvacles.lo..taw Ne raw m.avdmenam MM Mails earls aM,cea w«a etlMNa. Report any MmaN IOWGNM/a ,tay 20. Unless alMrmsa ml«�Mrat«, auu, lwnel Dun( We NAW reserve d' dent of lout gran« mA m lndall-fabric wm]hear Wde. $.i, rw4tlr samples Of ap.OVM. Be -final res« and, underpnenniah, w11an orpponofwnanvn(algrasses. Wrennal«parden, yevy(y dantirp areae(O RGerve d'dOpNd W«Mm Rod CeMrxeee muM over Itlri[w«e ml pr dOUY s Wmil munr,li. (w ceesb BPororol Uo raw insNg weed mat under perpnn4le, xilp eM N[4PIi0n OlOmamwrtal graswa 21. NrYMMD, «edNg.aM eM]««sea anal«proper«pru'to infuNlan ealvll,eM wINe NMy pbxe, boa rake«anuelw.ovbea Xrm panOrp Mdh«OI31pIy, aLMa, fYnsWCN MpM,etC. 22, Ted $Wary KWXy WI sarrue 10 ell hilt and shuhh- ea.sUrllahed In to Mn WT Senators Manual, 2014 aide r, s Wit Md radiation. InsMNUm, malnlenal Nda'dia TIN, andw urand, n. THIS LM O Conts 0141 oo sempls of 11 maoMh far appo l duo, W'mauo.ppn. N. TM LeWNst Cml-ior al War eN am. 11. rdorpmh Men- 111 the w«klanal lOremove dead flavor, all Mfn. weeeaW Ion", mleMb. 25 1M 4W4apt eaW«Iw .. -I-. Godes Sul.On. CM no 4is N« 48 Mun Nes egging for It ulia, IwW.s. N, TM aWRfpetMbd fhaE os, responvpl les lM remral of xosan anW measureimu rgMaWrnas Coen e5u0bhWbmuOalarlbrdtlls murvdpal idv Tiv'M-WeaWNyN I and MN Wgs Pa. in Ew Ynit-, 27, TM4WKIYIs WMaUa, slut as, resynypb for nvlirg Ne vle la aerane lamilrernM IM cwgiLM> pew b pnduq dW Wa201iar. Cooreiaa Mm Ns perNM raenrbna( coder urN «vre nand «.a anerr re. au env n-1 .n b auaein arc. grMrq, IOW 9r'9 am imgew 0 28. $« Sia MW CNv am m, adi Inbound n arm a road Tdddli innunu.n area shols and m ARMs eaW. r. n d s,9 M In P 1 9 9 ren Yw« le aW pedwm rce. 2g, Te LaMaC. Carl anal enol In nm her satu.U- Na In. eaMwmkis Cmfd.(Owa dad la wmcme11 and CmW p p.d., woes-ve peeler.Nva be di 1. repeal endhdra Inoue toegstubrk on the General Common rmmedihe TIIWilsta conations fee by IM eaMwM aubcoMactor are hot edlisM1. mory. Na MOQitleNlCmpeNallM MIMPSM Iw aia[repnues ed. f. earmw.rk.na Me WMuap [.manor negma pant mmdN kamnetan. 30. Tonal Neausehil Atlg..usas.1 Ne site trot era Mvgnaud On he den Sal Me led aW ..It reran Is. Nen 6'OlimpOM1ed top -,I,..I SouthallW .a... and pe,.. MAH bav0 M less Nan 12' 0f imwnW M soil. meelrg MnDOT caseilvalbns, for punting di for sees, shrubs, ant end Skye away robot Nu irg. 31. Lanae« cMbadw must prGR Me ape wt-n.d. of all Fdu.sV read aver het, exafal- is rapabk 0 nBMWg a ml-nawremem of 04yPJI danM pw hate Poor m maNla b of Mant aGnes. Npnil. YtpaO .wed ml. ane muNr. Panlrrp areas ml ravel. of meelrrg lnh ryOdaemen(WI new d' diamaer x da' aepm Mba sgrvee awry 36' mirn(w aW rived wiXr MnDOr F. -Do. g Co. FJM ANresNe, RWd wbgrade penpal les brucharc¢ b inOMim commend oqun-ant. 32. UMdMdNs-a. To Perks ornery put Nl 1.11 of all m Mg pant Nelson, an son, -If 1.mese. . AdddwnalN. IM bedwp.,a. aMl.ov'Ae nursery siW sa«WMN,p w, MrN d M mnreh w.xaea copula w m gerretle ardor d Xe MorkMMa bmrN Ir'dWera autamlpna, awnanWn. enieacbpM. nnenpram, nitnidh-, N .Mnd ant tlamnmem. 33.M UW,bb manuswalkWt6ebraMsphirmlp sManu2Mv«, NCUI DFe,W[actioM delarmimd gym PNrilxl N. uendwpA-IB.W«n OuWm Tud RwISoukm,eproa. ]'WWe]N.IMtll MI areaWpan.3uomd rmapes al Mugenm WmerlNmiacl Iw eppov&. Ouanay8 IRRIGATION Notes & REQUIREMENTS: 1. LAYWTWO MACWMTELYABPO OUTOTNECONTMCTORPROMMMDOWNERAPPROVEDMMGATON LAY PL S. Tre CON1Rar RMAYM NNORANUS]MEMSMTHELOCATIONANDSPACINGMNECESSARY TOMCOIWODATEACNALCOMOn10Ns, HEADLOCAT SSHALLME GGEOANDMVFNEOBYTHEg ERS REP. PRIOR TO NSTA UMCB. 1. COORDWATESIFEVWG WO Rall N PIPE I MEAD I INTERNAL PLUMBNO NSTALLATRN WITH TH E WORK OF OTHERS_ 3, ALL MATERIALS SNALL BE INSTALLED AS DETAILED ON DMWNGM (HOWEVER W ME CONTRACT OMWNGS MISMOR SPECRKATWNS DO NOT T HOROUGHLY DESCRIBE THE METHOD OR MCHNMES TO BE USED. THE CONTRACTOR SHALL FOLLOW ME INSTALUTON METHODS ISSUED BY IME MANUFACTURER, ALL SUCH LREMNRE MUST BE SUBMITTED 2 WEEKS PRIOR TO NSTALUTION FOR RENEW MO APPROVAL BY ME LANDSCAPE ARCHIFECTI 4. CHECK AND VERIFY ALL ELSTNG AVO PROPOSED SITE CONDITIONS,UU-Mi AND SERVICES PRIOR TO TRENCHING. 5. LATERAL PIPING TO BE A MINIMUM OF 12 INCHES DEEP AND MAINLINES A MINIMUM OF IS INCHES DEEP. S. ALL MAN LIKE PPING MD LATEML PIPE OF IAIY AND LARGER SHALL BE Poo (SIM N I CLASS ldn, ALL OMER LATERAL PIPE OF I -Il And SMALLER MAY BE POLYETHYLENE. UNLESS OTIMR NOTED OR ME PLANS. BUILDING CONNECTIONS ME TO BE COPPER TRACER MORE IS REQUIRED ON ALL MAN ANO LATERAL LINES.SLEEVE LOCATIONS AMC TO BE MINIMUM ON ME SIOEWALIL OR CURB, SO THEY CAN BE FOUND AMR FINE N MG, ]. ALL TEES AND EIbOWS ON MAIN LINES SHALL BE PVC 1160 PBS. S. MMATON EQUIPMENT SHALL HUNTER. N.IR.. OR TONG BRAND HFAOS, VALVES, AND ROTORS. MATCH MSTMIG EQUIPMENT BRAND ONSROPERTY. S. ADDU ST HEADS FOR GRADE. AS NECESSARY, AFTER TURF GRASS MAS BEEN ESTABLISHED AND ALL SETTLI:MEM AT HEADS HAS MCUMEO, 10. SUBMIT IRRIGATION PRODUCT DATA TO OWNER FOR RENEW AND APPROVAL. 11. USE TERON WE ON ALL THREADED JNNTS, 12, CONDUCT PERFORM W E TEST N ME PRESEN C E OF OMER My ARCH ITECT FOLLOWING COMPLETNN OF SYSTEM NSTNLATpN. 11. COMOUCTANO OEMONSTMTE WNTpLQATWN AND SPRING UA P PROCESS TO OWH ER N TN E FALL OF COMpLET10N, 14. IRRIGATION ME LOCATIONS SUBJECT TO CHANGE NINEF , AB CONTRACTOR DEEMS NECESSARY. 15. OVERSPMT OF ME IRRIGATION SYSTEM ON TO ADJACENT WALKS AND ASPHALT PAVING IS NOT ACCEPTABLE GO NOT NSTAJ AMY IRRIGATION EQAPMEM OUTSIDE OF THIS PROPERTY UNITS, UNLESS APPROVED BY INE CT'. 16. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A COMPLETE RRWATMN LAYOUT PUN SEI AND $U MRTNG TO ME LANDSCAPE ARCHITECT FOR RErOW MD APPROVAL PRIOR TO COMMENCEMENT OF FIELD NBTAWTION. 1]. SUBMIT LAYOUT PLAN AND PRODUCT DATA TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO NSTALJATION. IA IRRIGATION 00 SHALL INCLUDE 111 FALL SNUT-0OWN AND III SPRNG STARTLP. IS. PROVIDE ME OWHER WITN AN ASAMLT PLAN, INCLUDING ME E MMG SYSTEM AS WELL N NEWLY INSTALLED MATERNLs. a0. RROATION CONTRACTOR TO VERIFY WATER PRESSURE FIXLOWNG CONSTRUCTION OF ME MU NGNMES. ADJUSTMENT OF PPE AND VALVE SUES IMY BE REWIRED B M ON ACTUAL GPM ANO PSI AVASABLE aa, PROVIDE A PRINTED 65x11 MAP OF ALL CONES AFTER NEW CONTROLLER IS WIRED AND TESRD. IF IRRIGATION MECMP Wk TO INCLUDE BRLER DARN BEFORE BACKFLOW Mat FOR W MRUATKHI. a3. IRRIGATION DESIGN TO INCLUDE A WICK{DUPLE VALVE CRIME MAIN BEFORE THE FIRST VALVE FOR WINTERUAT... 24, A"W RAN SENSOR IS REOUIREOAS PART OF THE IRRIGATION SYSTEM. VERIFY LOCATION WITH ARCHITECT. 21. RROATION CONTRACTOR TO INCLUDE COST OF CT'PERMIT N RR TMN BID. MUNICIPAL Landscape REQUIREMENTS Site Data: Site Perimeter (cunent phase of approx. 1.930 lineal feel Building Perimeter (cunent phase only): approx. 3,290 lineal feet Parking Island Area (anent phase only): approx. 2,400 sq ff Loading Dock Screening: 6' hl (at maturity) screening required from public streets & residential properties With a combination of berming, fendrg, and landscaping Ground Mounted Mechanical Screening :Screening required ham pubic streets & residential properties with landscaping or fencing Parking Areas: 6' hgt. (at maturity) screening required tad ween pa ng and residential. 3' hgl. (at matur4) screening required Between parting and pudic rightof-way wigs a combination of wall, fence, landscaped berm, or Md, staggered Iowa of evergreen Mees. Minimum Plant Quantities (1) Site Tree (1.5' cal. or 6' hi Per 75 lineal feet of site perimeter 1,930175 = 25-36 credits' as 0 Site Traes (1) Penang Island Tree (1.5' cal. or 6' hi Par 270 sq h of Island 2,400 / 270 = 8 Parking Island Tress (1) Site Shrub per 30 lineal feet of site perimeter 1,930 / 30 = 64 Site Shrubs (1) Foundation Shrub Per 15 lineal feet of bulking Perimeter 3,290/15= 219 Foundation Shrubs (1) PaM1 W Island Shrub per 30 sq It of island 2.400130 = 80 Parking Island Shrubs Credit for Existing Trees: Existing healthy deciduous bees greater than 4 Callper inches or exisfing healthy evergreen bees greater Nan 6 feet in height and are not identified on the Citys prohibited plant spades 1st may be Credited toward Me minimum required trees on site. Existilg HealMy Trees to Remain as Credit (Current Phase Orri 36 'Refer to clvlf plans for, tree f nninfory 8 • LANDSCAPE DETAILS, NOTES, + SCHEDULES: Caibr Ea CALYX DESIGN GROUP ST. Pau, MY sauda a are PLOWE ENGINEERING. INC. L5 LEGEND ❑ OMUM SIMONG ORION NSI. 0 DExOI"'ENImNG ELFCTRI m DE NOTES E%ISTMC M£CMI.V} NUUNXOIE Ei DENOTES E%LSILNG FIBER OFRC BOXe0% O DEfIOIES E%ISTD1c LIGLR MUS — DENOTES FRUITING POWER POLE IND OVERHEAD WIRES m DENOTES IXImxG SUIRXRY SEWER MANHOLE — vENGLS EXISTING SIGN DO DENOTES emTvW GRUS VALVE E DENOTE$"Ods" GITORM IEWE0. a. 89 DENOTES E%ESTIIG WATER VALVE IS DENOTES EXHITING TELEPWW PEOESfAI -- DEPUTIES MUTING UNDERGROUND ELECTRIC LINE DENOTES EMISTING UNDERGROUND GAS LINE — DEPUTIES BRIM.. SANRR0.V SEWER DENOTES UUMNG STORM SEWER —I— DENOTES E%ImNG WATER MAIN DENOTE$ E%LITING SMFUNOUS SURFACE DEIgTIR EXISTING CONCRETE SURFACE • + DENOTES FOISTING SPOT ELEVATION "- - -_ - DENOTE$ EX6NNG CONTWas I— DENOTES PROF05EO WATER PIPE —� DENOTES PROPOSED SVIRMY SEWER PIR DEMJTEI PROPOSED STORM SEWER PIK ® DEIgIES PROPOSED SIDRM MASHOLE 0 DENOTES PROPOSED CATCH SASIN Q DENOTES PROPOSED dNF EO{ND SECTION DENOTES PROWSEDGUM VALAE Y2Y _..y DE MSPROPOSED HYDRANT O DENOTES PROPOSED SMIMY SEWN MANMOLE _--� DENOTES PROPOSED CONTOUR GENERAL NOTES 1. TM NFORMATIbI SxYNTI ON THERE... cOWFUW cTTEID A 100. N OF yTNO URI M34 NOT GUYUMEED TO BE ACCURATE OR ALL NCLUSNE. TIL CONTIACTOa MaESPpISxLE FOR M.VIMONb GWN DETEPMINATXW ASTO TYPL AND LOC.L OFUTErt[S M NECESSNLY 10. 1. DMAGE TO THESE UMMS, IRSTY Gall LEV1:L N LEVEL 0 PN CI IASCE YLl. ]. CNlil l' FOR FLOWS, UTLRESL `M. MNN 10 AN, E%CAVNTNINS. S. TE CONIMCI0R SW1L PROUD VERIFY SSE. ELEVATION. PRO 710f! OF EX9TNO URTES SPO NO. ENGINES OF AW DSCREPMRLBS PRIOR TO ONE STMT OF MTALLATOMS, a. INET.W ATNNS SHALL CONFORM TO THE Cm STMOMp SPECFICATIMS N`O Dil RATES OAOST CURRENT EDRGNI MO MNDOT STAND UT $PECFILAIICxs FTIONUM TRVCTpNND3T CINHE SINFUL. S STg EA Os MMATlNW CREgJFMFNTSXALL NOi BE PILLORIED ON PIN1L STREETSoR IAMINWOF:0.H HOURS PRIM S NOPFYGTYN NNINW OF 411 X,MiSFA NN 9-O THE COMMENCEMENT OF LLL SMET SIG. 1. ON STREET SIGNS CONTROL OEi( ES ROULT 150f ME MwxESpTA LNNUN ON ELUNIEO0.M.TIALECOW, AN DUST MOIMMVTCD.1 S. .UL ELECTRIC. TO HEEMWSPFUMTENSENSOalS ECFRSEWIELNES All $ECOH9TwclED Ta THE MvaCPaxTE UTSm CLMPANY svELFILATNN4. ALL UTLPYOI$LCNNECIMAiS SFLLLL RE CODROPUTEDNTH ME APMWPNTE VTNTV GRADING, DRAINAGE & ESC NOTES 1. PROJECT LIES W IHw C00N CNEENwATEP9IEODLSIXILT (LLWD.IACCWDRNMI IS REWIRED PRIOR TO ANV SITEDBMIAHCE. 2 FROJECT DISTURBS RARE THAN ME III ACRE. AN x ES REMIT 6 REWIRED PRIOR TO MY SITE DSTURHMCE. } THERE ME XO N£pN9DE. R. IRIS SHE 6161EDIT RCCO Zd1EYPER FENAMVJNG. S. TREETAGGINO.VONVENID F.YEGo09g1 EMVRWMEMAI L. ELn5IlmErwMwRwETeoer EG. RUD Awsaxe LlW $uRVEwxe. ND ox e-n.mu.MD SIg.Na. 7. CgOPACTgINWLRFIIOVECATCN LMx PICT s50uExr RNTECTMV FgIgRTo NN1ERE.MAMAREPLACExsP F$ITESTNSDNTIpI MAI NOT BEEN ILXEVEv.ORNTTHE OISCMRES aF1X2cm RE w S DEVELOPEWLWLRALTpR6RE5PON^u ENTOF EM MTWI ARYEgO610N LOH1PCl MFNA9VRFBIJPCN EITA9L610AENSM STABVNENTN.INCL DING S. STOELCFEPCIXOIN SESESWil PROYUESIZEG COMP$ STABILIZATION. INCLUDING ON N!V BTC BROKE 'MTIIH SELEH IF)DAYSCFGMOWG COMNETXN OR INARMIY. 10, AU. BROKE SIW LBE S:I OR M71E0.. DEVELOPER En. weDNM PDRUP TON MO CRRLSON VIR%WAY STE ns RYMWTH. MN SSy) JiYgRTL 611.789-3363 lRYp0.T20WEOUM,ORG ENGINEER FLOWE ENGINEERING. IPC 6Z LikaE MORE U CURIES,MN S.I. ADUUNGIN[ P.E. 651-16133133 ADANOROwE [ON SURVEYOR E.G. RUD S SONS ux0 EW.INc, IPC. 6776 LANE DRIVE LUNO LANE$, MN 5014 JASON BUD 651-161.6725 IRUDOEGRMOON ARCHITECT L.MM KERN, SIR, COT NMI WI. MCMTTECTI 1301 MEW. BUND VO E SIM BLOOM,ROOM' MN SS475 613-285]891 8RU MN IN.ILSOM,CO M LEGAL DESCRIPTION PARCELA: TRat wR o1 Use NaMweil QNReI of SIR SaMweet Quarts, SCOm 23. Townsllro 32, RaNe 24, SHIPS CoUnD, Mlnnezob, mlq south and east a Counl, Roa6 18, ata Fawn as m e a di BMd.; SM,L at part nmyd as WIIUWw HIM, WlnsbW Hats 2nd Adauon and WII19ow HIIIS Ind Addition. and PARCEL 8: TITS SOlthweA Quarte. a OR SdumweN QUeMY, Sal Il, ToNITINp 22, Range 24, Sicept Oat part platted a: Winabw HUN, Ai Count, Mlnntldte. GMVNCSGLE u 6 m a9 p xa S DENOTES PROPOSED SPOT ELEVATION IdTTSRVXi, RmmlXoui W91XCI, mOcoLwv LePO OF DENOTES PROPOSED O HOS DRAINAGE EDDIR DIRECTION FIR DEPOTS PIOPJSED SILT FENCE OUT — DEPOTS PROPOSED MOE MOTERION PENCE DEPOTS PROPPOSE ` DEWTS MNNIFNSNCE ILCS50.011iE NUMENvP1E U ® vEtpIFI PROPOSED INLET PROTECTION ® DENOTES PROPOSED RIPNJ GENERAL NOTES 1. TM NFORMATIbI SxYNTI ON THERE... cOWFUW cTTEID A 100. N OF yTNO URI M34 NOT GUYUMEED TO BE ACCURATE OR ALL NCLUSNE. TIL CONTIACTOa MaESPpISxLE FOR M.VIMONb GWN DETEPMINATXW ASTO TYPL AND LOC.L OFUTErt[S M NECESSNLY 10. 1. DMAGE TO THESE UMMS, IRSTY Gall LEV1:L N LEVEL 0 PN CI IASCE YLl. ]. CNlil l' FOR FLOWS, UTLRESL `M. MNN 10 AN, E%CAVNTNINS. S. TE CONIMCI0R SW1L PROUD VERIFY SSE. ELEVATION. PRO 710f! OF EX9TNO URTES SPO NO. ENGINES OF AW DSCREPMRLBS PRIOR TO ONE STMT OF MTALLATOMS, a. INET.W ATNNS SHALL CONFORM TO THE Cm STMOMp SPECFICATIMS N`O Dil RATES OAOST CURRENT EDRGNI MO MNDOT STAND UT $PECFILAIICxs FTIONUM TRVCTpNND3T CINHE SINFUL. S STg EA Os MMATlNW CREgJFMFNTSXALL NOi BE PILLORIED ON PIN1L STREETSoR IAMINWOF:0.H HOURS PRIM S NOPFYGTYN NNINW OF 411 X,MiSFA NN 9-O THE COMMENCEMENT OF LLL SMET SIG. 1. ON STREET SIGNS CONTROL OEi( ES ROULT 150f ME MwxESpTA LNNUN ON ELUNIEO0.M.TIALECOW, AN DUST MOIMMVTCD.1 S. .UL ELECTRIC. TO HEEMWSPFUMTENSENSOalS ECFRSEWIELNES All $ECOH9TwclED Ta THE MvaCPaxTE UTSm CLMPANY svELFILATNN4. ALL UTLPYOI$LCNNECIMAiS SFLLLL RE CODROPUTEDNTH ME APMWPNTE VTNTV GRADING, DRAINAGE & ESC NOTES 1. PROJECT LIES W IHw C00N CNEENwATEP9IEODLSIXILT (LLWD.IACCWDRNMI IS REWIRED PRIOR TO ANV SITEDBMIAHCE. 2 FROJECT DISTURBS RARE THAN ME III ACRE. AN x ES REMIT 6 REWIRED PRIOR TO MY SITE DSTURHMCE. } THERE ME XO N£pN9DE. R. IRIS SHE 6161EDIT RCCO Zd1EYPER FENAMVJNG. S. TREETAGGINO.VONVENID F.YEGo09g1 EMVRWMEMAI L. ELn5IlmErwMwRwETeoer EG. RUD Awsaxe LlW $uRVEwxe. ND ox e-n.mu.MD SIg.Na. 7. CgOPACTgINWLRFIIOVECATCN LMx PICT s50uExr RNTECTMV FgIgRTo NN1ERE.MAMAREPLACExsP F$ITESTNSDNTIpI MAI NOT BEEN ILXEVEv.ORNTTHE OISCMRES aF1X2cm RE w S DEVELOPEWLWLRALTpR6RE5PON^u ENTOF EM MTWI ARYEgO610N LOH1PCl MFNA9VRFBIJPCN EITA9L610AENSM STABVNENTN.INCL DING S. STOELCFEPCIXOIN SESESWil PROYUESIZEG COMP$ STABILIZATION. INCLUDING ON N!V BTC BROKE 'MTIIH SELEH IF)DAYSCFGMOWG COMNETXN OR INARMIY. 10, AU. BROKE SIW LBE S:I OR M71E0.. DEVELOPER En. weDNM PDRUP TON MO CRRLSON VIR%WAY STE ns RYMWTH. MN SSy) JiYgRTL 611.789-3363 lRYp0.T20WEOUM,ORG ENGINEER FLOWE ENGINEERING. IPC 6Z LikaE MORE U CURIES,MN S.I. ADUUNGIN[ P.E. 651-16133133 ADANOROwE [ON SURVEYOR E.G. RUD S SONS ux0 EW.INc, IPC. 6776 LANE DRIVE LUNO LANE$, MN 5014 JASON BUD 651-161.6725 IRUDOEGRMOON ARCHITECT L.MM KERN, SIR, COT NMI WI. MCMTTECTI 1301 MEW. BUND VO E SIM BLOOM,ROOM' MN SS475 613-285]891 8RU MN IN.ILSOM,CO M LEGAL DESCRIPTION PARCELA: TRat wR o1 Use NaMweil QNReI of SIR SaMweet Quarts, SCOm 23. Townsllro 32, RaNe 24, SHIPS CoUnD, Mlnnezob, mlq south and east a Counl, Roa6 18, ata Fawn as m e a di BMd.; SM,L at part nmyd as WIIUWw HIM, WlnsbW Hats 2nd Adauon and WII19ow HIIIS Ind Addition. and PARCEL 8: TITS SOlthweA Quarte. a OR SdumweN QUeMY, Sal Il, ToNITINp 22, Range 24, Sicept Oat part platted a: Winabw HUN, Ai Count, Mlnntldte. GMVNCSGLE u 6 m a9 p xa S E.� C .A lr M EXCEPTli 150TW LANE NW w B.. 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NOTFYOWAMINI MUM OF ME HOURS RLCR TO ME CONVENCEMEM OF CONSTRVCTIDN. ), ALL STREET SHERRI 3 HALL MEET INE FEW IRIHAENTTS OF THE M WIN ROM MANUAL CN UNIFORM MARK CONTROL DEVICES (MMUTCD.1 6. ALL ELECTRIC. TELEPNNIE AND GAS EXIFNBKYaB NCLWNG SERVICE LINES SHALL BE CONESTRUCTED TO TIE APPROPRNTE Uh T COMPANY SPECIFICATIONS, ALL UTILTW OIBCNECTNNEB SHALL BE COOXDNATED CORN ME 1PPFOMPOV UTILITY...,o,..w.a._...._.. _._.._._ . _............. ._._ RECCMMENW,pNB. WATERMAIN NOTES I. PROPOSED WATEREMN PPE SXALLSE: MHN: DIP CLA9a 52 +.2 SERWCESIOTOWNspLES: WWENTYPE,, 2PROPOSEOWATERIMINFRTNCaSSWLLREMECWGJKAL OPMEGK . 1 FEIDVENFYSRE.ELEVATGN.MDLMAMNOFEKgTNGWMERAWNMO NOTIFY EHI iN EER OF MY DISCREPMCH O PMOR To ANY INSTALL AWINS. 4 MAINTAIN A MINIMUM OF S O FEET OF COVER OVER ALL WATEFMAN PIPE. 5. PLACE ..AT SFF OFF BACK OF ..B PROVIDEPREFORMEONSVIAMAJ PNFOM+GUENORMRLOYFDEWALWHERE SMITMY SEWEROR STORM SEWER CROSSEG WLMIN THREE (3)FEET OF WARRMAIN. I. WATER. SHUTOFF REOUARESA MIN, N HWRNOTILE TOPUBLIC"FARSANDALL AF' G PRCPERWOWNERS. a. CIIYREPRESENTAT WSTKMESEMOURN MTNG, SANITARY SEWER NOTES 1. P0.pNAMEN IANITPRYSEWER PIPE MARXI4LSIULL BE: l a TOM HOMES 4' TR Fit. VI MIES:IR, UENA SCHEDULE aO 1.3. 1. AND VERIFYS�,EER OFPH'PNO LCBATXXISL MAIN TO ANY INSTA SEWER PFUCNOTIFYRToC ENGINEER OF ANY GADIACERIANCES flWRT AT LEAST HOUR10. 2 COMRTO CORTOCONTACIXITINGNEE RINGATLFART.a HOURS CITYRTO CNINEOTIW TO EXISTING AN PUOLIC SVIRMY SEWER 1 CITY REPREBENTAINEMU$T BE PREBEM WRING yW RARV SEWER TESTNp. C..AS,r TO EANINC• .-PAG SANRARYSEWERSNBM YAINIINE LIEWWT w+ RENJA R pa.+ _ \\ z A10 Y 1 1 1 If1 II 1 I I CONNECT TO EiIS+N6 SANITARY E' PVC SEWER.. Mol WNMOL£ (RE E., B RAN MNBX+ ENHAs OUT INTO RISING 5-DIPCLASS R WATERYANSNB Wl a --G, DEO. BEND A B- GATE VALVE (REPLACE DISTURBED STREET AND CURD( I� ♦ \ \ "fir _ '�v' "..� �,., �..r_ �_..._� / � "ON � '.. <s A. rJYi rii i I I m I I _ E:aE:r10R ®� -°�•- 150TH UNP NW GPAPH%:SCALE a0 0 SO 60 NOP..' (.YN41LaNB, L — WO.AMMI RALAINSTUBMI a' YDATE - — WX TE VadYE(RNTNO WM.SNSBPE T VERFEDI LEGEND DEVELOPER SURVETORI 0 DENOTES EYJSTING CATCH NSILA 1A. WEDUM NO NOATIGN E.G.GBV� ND SURVEYING INC. 0 DENOTES EXISTING EILCINCA. BO% PARKWAY STE 335 6n61ARE l)RNE m DENOTES EXISTING FLERRICAL MANHOLE PUIMNDLSON RYMWIN, MH 550!) MY PoRR LINO WL NH Dl9 SHOW ADD 0 DENOTES EDEMASOPOC BOX 612JBY3363 6S1-361-025 0 DENOTES ESISNNG LIGHT PORE ]AYPoRROWEOUM,OaG MUDGEGRUO.CDr DENOTES EXISTING FORMER PALE AND OVERHEAD WINES ® DENOTES EXISRNG SMRMY SEWER NAMOE, ENGINEER ARCHITECTI r OEHOiES E%ISTIXG SIGH PLOWE ENGINEERING, INC. SAMX KERN, AYCDT pO DENOTES BOOSTING GAS VALVE SIM COLE DRNE KMS WILSQH ANOECTS DENOTES EXISTING STORM SEWER APRON RNG LANES, MN 1. t3oEAMEPIGN VOESFl DO DENOTES EXISTING WATER VALVE ADAM GMKEL P.E. BLOOMINGTON, XII ESa2S -3811 622885ADA 0 DENOTES MISTING TELEPHONE PEDESTAL ADAMO-02' ADAMOPLOWE[OM SARAH%0%MSWIr.COM —e— DENOTES EXUAH NG UNDERGROUND —�+— DANLIELECTRICLINE DENOTES ROUW uxE —>— DENOTES IXIETING SN R BOSOMS SANITANDERRY —»— RMSESER DENOTES EXISTING STORM SEWER LEGAL DESCRIPTION — DENOTES EXISTING WATER MAIN PARCEL A: " r j DENOTES IXISNIG BINMINOUS SURFACE TR.I part of .. ...—I Q .VHV d M! SOUMVMSL Qu rtj $Oetlon 23, Township 32, Range 24, Anoka CW nTY� MlnnosOh, wind south and /est el County Road 18, also Vnown a5 _— DENOTES EXISTING CONCRETE SURFACE Crosstown Nvd.l lXttpt that pad platIM as Wlnslow{Illk, �'Inslow His, 2nd Addition and DENOTES EXISTING ELEVATION WIn51ow 11115 3rd Addd0n. I `J -�-� — - COT DENOTES EXISTING CONi0V0.5 I I DENOTESPROPOSED WATER PIPE and �7— DENOTES PROPOSED WIRMY SEWER PIPE DENOTES PROP05ED STORM SEWER PIPE PARCEL B: ® DEN ORPROPOSED STORM MMNOIE Tha SWtll..' QUARE, ([M1l SoutM1west QY6M1l.. O Sj. Town5hl, 32, Rana 24, Battpl EPA== Q DExORS PROPOSED EPTCH BASIN that part platted as Wlnsbw Counry, Mln total Q DENOTES PROPOSED F.ARED*END SECTION DENOTES PROPOSED WR VALVE 1{oy6 pENORS PROPOSED XYDRAM 5 DENOTES PROPOSED WIRMY SEWER MMIOIE DENOTES PROPOSED COMOUP sd� DENOTES PROPOSED SPOT ELEVATION -aCEWLES O-PAND,1nONA�G WINO d- GENOTE S PROPOSED DIRECTION OF DRAINAGE +� DENOTES P0.0PoSEDSILTPENCE �— OENORS PROPOSED TREE PROTECTION FNI3 DENOTES FROPoSED BIOROLLE 1 DENOTES MAINTENANCE ACCESS ROUTE ® DENOTES PROPOSED INLET PROTECTION ® DENOTES PROPOSED RIP -RAP ELE DONS ME BASED ON NAVD Ea MTVM GENERAL NOTES I. ME INFORMATION SHOWN ON THESE DRAWWGS CONCERNING TYPE AND LOCATION OFEURSTINOUTILRIES6NOT GUAPMTEEO LO BEACCURATEORPll WLLUBNE THE COHRUCTOR IS RESACH51BLE FOR.114. XISOAN OETERMB.Ca 0.S TO TVPEHBILOF TlIX OFUTLRE30.5 ECESSMYTOAVOIDOAWGETOMESE U UMES.MLT'WALRV LEVELSLEVEL0PFA CITARESBUE. 2. CALL911-FORIXISTNGLIM ES LCCATNNS PRgIL TO MV EKC VATNNS. S. THE CONRUCTORSHALL FEL. VERTEX BYE. E LEVATXIN, AND LOCATION OF EXISTING VRRIER AND XOTOY ENGINEER OF ANY DISCREPANCIES PRIOR TOME STMT OF INSTAI-ATNINS. 4. INSTALLADONG SX.0 LCONFORM TO ME CITY STMOMO SPECIFICATIONS AND OSTM PIATES(MOST CURRENT EORRTNI MD MNOOT STANGPAO SPEC61CAl1ON5 FOR CONSTRUCTION IMOET CURRENT MATIN1, 6. STORAGE OF MAT E RIALS OR EWM.ENi SHALL WY N ALLOWED ON PUBLK STARTS ON WITHIN PUBLIC RIGHT -001.. 6. NOTFYOWAMINI MUM OF ME HOURS RLCR TO ME CONVENCEMEM OF CONSTRVCTIDN. ), ALL STREET SHERRI 3 HALL MEET INE FEW IRIHAENTTS OF THE M WIN ROM MANUAL CN UNIFORM MARK CONTROL DEVICES (MMUTCD.1 6. ALL ELECTRIC. TELEPNNIE AND GAS EXIFNBKYaB NCLWNG SERVICE LINES SHALL BE CONESTRUCTED TO TIE APPROPRNTE Uh T COMPANY SPECIFICATIONS, ALL UTILTW OIBCNECTNNEB SHALL BE COOXDNATED CORN ME 1PPFOMPOV UTILITY...,o,..w.a._...._.. _._.._._ . _............. ._._ RECCMMENW,pNB. WATERMAIN NOTES I. PROPOSED WATEREMN PPE SXALLSE: MHN: DIP CLA9a 52 +.2 SERWCESIOTOWNspLES: WWENTYPE,, 2PROPOSEOWATERIMINFRTNCaSSWLLREMECWGJKAL OPMEGK . 1 FEIDVENFYSRE.ELEVATGN.MDLMAMNOFEKgTNGWMERAWNMO NOTIFY EHI iN EER OF MY DISCREPMCH O PMOR To ANY INSTALL AWINS. 4 MAINTAIN A MINIMUM OF S O FEET OF COVER OVER ALL WATEFMAN PIPE. 5. PLACE ..AT SFF OFF BACK OF ..B PROVIDEPREFORMEONSVIAMAJ PNFOM+GUENORMRLOYFDEWALWHERE SMITMY SEWEROR STORM SEWER CROSSEG WLMIN THREE (3)FEET OF WARRMAIN. I. WATER. SHUTOFF REOUARESA MIN, N HWRNOTILE TOPUBLIC"FARSANDALL AF' G PRCPERWOWNERS. a. CIIYREPRESENTAT WSTKMESEMOURN MTNG, SANITARY SEWER NOTES 1. P0.pNAMEN IANITPRYSEWER PIPE MARXI4LSIULL BE: l a TOM HOMES 4' TR Fit. VI MIES:IR, UENA SCHEDULE aO 1.3. 1. AND VERIFYS�,EER OFPH'PNO LCBATXXISL MAIN TO ANY INSTA SEWER PFUCNOTIFYRToC ENGINEER OF ANY GADIACERIANCES flWRT AT LEAST HOUR10. 2 COMRTO CORTOCONTACIXITINGNEE RINGATLFART.a HOURS CITYRTO CNINEOTIW TO EXISTING AN PUOLIC SVIRMY SEWER 1 CITY REPREBENTAINEMU$T BE PREBEM WRING yW RARV SEWER TESTNp. C..AS,r TO EANINC• .-PAG SANRARYSEWERSNBM YAINIINE LIEWWT w+ RENJA R pa.+ _ \\ z A10 Y 1 1 1 If1 II 1 I I CONNECT TO EiIS+N6 SANITARY E' PVC SEWER.. Mol WNMOL£ (RE E., B RAN MNBX+ ENHAs OUT INTO RISING 5-DIPCLASS R WATERYANSNB Wl a --G, DEO. BEND A B- GATE VALVE (REPLACE DISTURBED STREET AND CURD( I� ♦ \ \ "fir _ '�v' "..� �,., �..r_ �_..._� / � "ON � '.. <s A. rJYi rii i I I m I I _ E:aE:r10R ®� -°�•- 150TH UNP NW GPAPH%:SCALE a0 0 SO 60 NOP..' (.YN41LaNB, L — WO.AMMI RALAINSTUBMI a' YDATE - — WX TE VadYE(RNTNO WM.SNSBPE T VERFEDI ❑ DSNOTFSE%:STING CATCH BASIN 0 DENOTES E%I STING ELECSN EO% 0 DENOTES EXISTING RfCHUM XANXOIE 0DENOTES E%ISTING FIBRR OPTIC BOX 0 DENOTES EXITI SNG LIGHT POLE DENOTES E%ISIxXG POWER POLE AND OVERREAD QUIRES 0 GENOTES EXISTING SINRARY SEWER MANHOLE DNIOTESEXISTINGS:GN p0 DENOTES EASENG REOPEN SE a DENOTES EIOSTTMG STORM SEWS AFROX W DENOTES EXISTENG WATER VALVE 0 DENOTES ENISTWG TELEPHONEDE DENOTES EXISTING UNDERGROUND ELECTRIC LINE DENOTES EXISTING UNDERGROUND LINE >-- DENOTESEXISE%ISTNG SHOWN SEWEDGE. —>I— DENOTESTING STORM SEWER I— DEVOTEE EXISTING WATER MAIN DENOTES EXISTING BENMINOUS SURFACE E, '.:'J DENOTESEX HIS ..SURFACE ^Iy DENOTES EXISTING SPOT ELEVATION -�- DENOTES EXISTING CON APES I DENOTES PROPOSED WATER PIPE —� DENOTES PROPOSED SWRARY SEWER PIPE YVt-- DENOTESPROPoSED STORM SEWER PIPE ® DENOTES PROPOS ED STORM MANHOLE 0 DENOTES PROPOSED CATCH BASIN DENOTES PROPOSED FUMED -EMD SECEIGN I DENOTES PROPOSED DATE VALVE DENOTES PROPOSED HYORAM ,S DENOTES PROPOSED SANITARY SEWER MANHOLE DENOTES PROPOSED CONTOUR vX»u DENOTES PROPOSE. SPOT ELEVATION wu, UnaM, MI FAWISEIWICGTFD�WPO DENOTES PROPOSED DIRECTION OF DRAINAGE �.— DENOTES PROPOSED sar PENCE •- DENOTES PROPOSED TREEPROTECEIOH FENCE DENOTES PROPOSED S AXXES DENOTES MAINIENMICE ACCESS ROUTE DENOTES PROPOSED INLET PROTECTION ® DENOTES PROPOSED ffi-RAJ ELEVATIONS ARM BASED ON NAVEL N DATUM GENERALNOTES I. WE IN FORMATION SHOWN ON WEBB DMWNGS CONCEFONG WEE ANO LCCATXn OF ESISTIW GEDDES KNOT G GLIMMERED TO ME ACCURATE CR ALL INGLUSHM TME COMPACTOR IS RESPOV SORE FOR MN: NG HIS O W NDEIERMlMT WVMTO T KMDLOCATIW OFURRESMNECENAMTOAVOIODAMApETOTXESE UTILITIES. UTMY QUARRY LEVEL ISLEVEL DPER CI IASCE ]ROF. x CLLR TI I- FOR EXRTNG MLR ES LOCATgNS M AW TO ANY EXCAVATICNS. 3. THE CONTRACTOR SMALL FIELD VERET S". ELEVATKKI ANO-DCAITON OF EXISTING U ENNES AND NOTOLY ENO WEER OF ANY OISCREPARGES PRIOR TO THE STMT OF NSTALLATRXS A INSTALLATIONS SNALL CONFORM TO THE GT' STANDARD SPECIFICATIONS AND EXTRA PLATES (MOST CURRENT EORKKE) AND MNDJT STANDARD SPECIFMAPpiS FOR CONSTPUGTON MCGT CURRENT EORMI, 5. STORAGE OF MATERIALS OR EQUIPMENT SQUALL NOT N ALLOWED ON PUBLIC STREETSOR WTIHIN PV&IC Rg ELARMAY, B. NOTIFY CT' A MINING M OF AB HOUR 5 PH ON TO THE COMME NCEMEM OF CO'BTRUBTAWN i. ALL STREET SIGNSSMLLL ME ET T HE RE CID IREMENT S OF ME M NNESOTA MANUAL ON UNIFORM TMFFlC CONTROL DEV ICES (MMNCD.1 B. ALL ELECTRIC, IELEFMCNE AND GAS EXTENSORS INCLUDING SERVICE LINES SHALL BEMNSTRUCRDTOWEMP0. RATEURITYCOAPANVS FI IONS. ALL UTILRVDtS NEC SSHALLMCOODWA WRITPIEMPROPRATEUTILITY COMPP STORM SEWER NOTES INF. Z cy t 3:1 WO14, 2 O W Q 11 CO NECT TO EXISTING S . UITVRE AT eR.18 MAIN I.W. WIN' OUTLETPP,NH RE.. EB Sw.R ESENS. NTIE.W.:A. I I I0IAEMWWI.n 11 RCP®1.°Ox FNP Ir RCAPROM ma1 11» r ROA 14,001 II L PROPOSE. WV BLEND SEWER PIPE SI NE I RE AN.I tl. REINFORCED CONCRETE PPE IRCP)WON 0.A GASXETS. MIN t1. OWLL WNL MGHLEEH EY PGLRTMENE PIPE (REPE), QUAL WALL HDPE P IPESHNLGONFORMTOASTMSPECF"A F23N. PIPEXNNTS. FlrTINGS, AND DRAINAGE STRUCTURES SQUALL BE WATERTIGHT MINES SHALL BE BELL nxD sPIGOTTYPEwIMAAwr MEETN6ASIM SPEaNunON Fan. 2. FINOVEAIFYSISE. ELEVATM.MDLCCNOFE WMSTMMSEWER NOTFYENCINEFA OFANYOSCREP EUYPRpRTOMVNSTNLATIONS. I S. STORMSEWENGLENGT WCLUOEN EBEEDEDUCTED .FTX EFWiEOENO SECTRXi. unNG LENGTH OFM0.axro BEE DEDUCTED FROA PArMFNILExGmaF r �. PIPE , TEASEL 5 FSPUMIV RE MEREWNEIE FOR DOCEPARGE POINTS. FORAM M TYPE $11 ry 5 WITH S N GBOT➢ATALLPPEp EED ET PoINR.0.Pl4➢SI VIIBE TVPEIII WITH OP1. EM EOrEXREFANRIC,SEEpEEALAt18. 8, NLRMEEIRMETNIMOiS5NNL 0EGRWNDAVCIpREO PERMMUFACLDREFS REcoMMExpnrlGNs. I I AREA 802 INF. BASIN E (NE RETAIL) sow.NI.O MYNORSIVLx.9S01� � 1M�J WL APRON POURED TRENCH DRAW 1 LeNAD x Ns.xL Es ew.R OF ME AAAHI EW nSn XFFNAM Ra x urwceD.mxI. YNT- Rw eNAO En3R H 10'.I:'MOPE Ol.wx CRAM PER RE SNRT ...IS \ 1, \ 10 jce SR AREA 308 IEe wx» HIM - 905.5 1SAr MME. EIItJ NS Al EH RE N.n IEnlw EN INNE. MER BEA 6HIRE DET alp E muaPEaex ESEIPHAS 901.55 J�[ \ 11.I1 RCP FRIPE, F. I. ®-I,RR l 9 NSU II ENGINEERING, INC, j I P Rox L PROPOSE. WV BLEND SEWER PIPE SI NE I RE AN.I tl. REINFORCED CONCRETE PPE IRCP)WON 0.A GASXETS. MIN t1. OWLL WNL MGHLEEH EY PGLRTMENE PIPE (REPE), QUAL WALL HDPE P IPESHNLGONFORMTOASTMSPECF"A F23N. PIPEXNNTS. FlrTINGS, AND DRAINAGE STRUCTURES SQUALL BE WATERTIGHT MINES SHALL BE BELL nxD sPIGOTTYPEwIMAAwr MEETN6ASIM SPEaNunON Fan. 2. FINOVEAIFYSISE. ELEVATM.MDLCCNOFE WMSTMMSEWER NOTFYENCINEFA OFANYOSCREP EUYPRpRTOMVNSTNLATIONS. I S. STORMSEWENGLENGT WCLUOEN EBEEDEDUCTED .FTX EFWiEOENO SECTRXi. unNG LENGTH OFM0.axro BEE DEDUCTED FROA PArMFNILExGmaF r �. PIPE , TEASEL 5 FSPUMIV RE MEREWNEIE FOR DOCEPARGE POINTS. FORAM M TYPE $11 ry 5 WITH S N GBOT➢ATALLPPEp EED ET PoINR.0.Pl4➢SI VIIBE TVPEIII WITH OP1. EM EOrEXREFANRIC,SEEpEEALAt18. 8, NLRMEEIRMETNIMOiS5NNL 0EGRWNDAVCIpREO PERMMUFACLDREFS REcoMMExpnrlGNs. I I AREA 802 INF. BASIN E (NE RETAIL) sow.NI.O MYNORSIVLx.9S01� � 1M�J WL APRON POURED TRENCH DRAW 1 LeNAD x Ns.xL Es ew.R OF ME AAAHI EW nSn XFFNAM Ra x urwceD.mxI. YNT- Rw eNAO En3R H 10'.I:'MOPE Ol.wx CRAM PER RE SNRT ...IS \ 1, \ 10 jce SR AREA 308 IEe wx» HIM - 905.5 :ENE e9fM, 1SAr MME. EIItJ Al `!1'.1SMOPE RE N.n IEnlw ®Dnx MER E muaPEaex LOWARE 4 J�[ \ 100 -YR HWL 897.0 FRIPE, F. I. PLOWE IN-ROMPOR BOTTOM ENGINEERING, INC, j I P Rox I I I I I � I I Ie m.N I I I I I I I I I I I I I I I I I _ I I I I � I I 1. ME HEI I :ENE e9fM, 1SAr MME. EIItJ W NISEF °.. `!1'.1SMOPE RE N.n IEnlw ®Dnx ' . \ \ E muaPEaex LOWARE 4 J�[ \ 100 -YR HWL 897.0 FE., j I P Rox I I I I I � I I Ie m.N I I I I I I I I I I I I I I I I I _ I I I I � I I / I I I I / I I I I I �- _... eNS .. RIYD,O/ / RWw1AD l/ / EwT31 / \ / RwCPe .xArxME®D]B%E-- - \ / _____ Ar-IrxMEyeazft _________________J CRM. Rx - YMR _ RMwIR IN Rw W/ IN RDI. H X ".,.IR PER RI .I,, LUMP Ir RS... 21 MR EI• -Ir crOabX I lxlr I IL\I `� I I TIL!/U Hy I I I �• II—II—I / •� Y A l l E XLC E PT Ii 0 N AP E90 OPV Ir RC KWON I A/ �• I �1 E LRb / 6 9 Ir-ir / XMOa.aIL' OCe IND., AtI EXISTING I EXISTING a� NNAwb EXI51]NG I HOUSE HOUSE ExwRT.l° MOUSE Orr I CRKe 4!AQ R E!¢INAe n g RERMJe e wP]0 __� _ _ ♦ REwuo E$[ [-CRUX w!- _ NOW°°°B° FlL8RE93 x EN1J0 =[- ME4I-RCPO09x COXNERTIEXOING •_- �� �� Ir -A-. [ STRUCTURE....", LA e w0.1Mb R.wx _L_ -----_L C3.2 r - Ir - 1` _1 Y' r rV r- �a I MUSED TRENCREH oR W s Ervin pEERa MX D IS twin O2,M .RYMY! . IEMn Y.Mm rouR.o TRExcx DMW3 .N . EX M.10 E! af.N i \ \ / EE a9]. RJ.NCR �CR b1 /' EMm MJ9 YME xlaEt oErul REmm EMm C.. 1. REYtm M. ..EIS, .. ula,a Reazw ESW.MIE EYWAEe1.A NY.4 3(MSEOETYLI EO.CSS M.e IIWLa1.! ,DDYNI,e9lM.1— ESNLAWWX iEeAW u'-u-rzcvOJ.Mx � 0L3819EE DETALI YarIxYE LOW AREA J 100 -YR HWL 07.0 SERC /DXOX E eA.s 1 C NF. RASA 119.E..L) BOTTOM 898.0 I00I 3 1W -YR RWL EEpM 1T RL IJRWI \ EIN.a T.Ir RcvE a.n% PRE-TREATMENTCELL OURS BELOW EL 896 BOTTOM BUM OL91 1 (SEE DETNLI RE W.b EW.SE IY.Iei rnr novE•.nx 1 FIIY/eam EBE94R \ EE EKa — PRE-TREATMENT CELL �* 0:1 CONTOURS BELOW EL 696 BOTTOM =896.N0 IWN I.M `r _1 Rcvaemx 1 ' \ EWTNI68CNE M 0 A T W 1 isr:9n`� A.. PLOWE ENOINEERW�.M. WIIE ��0 oR 4 \ \ ' Y • •olxx P\ \� \ INF. BASIN 2 ISEE DETML) palm 1a BOTTOM 896.0 In m. 10 / �- \ it xcAMox NWL 897.5 J EeaA 100 -YR HWL 899.3 C�BYM Imp ^ \IT-ITRCPAJ.IIx \ re exao \ 1 \\ cl319EE OETxy \ \ \ y\ \\ RIEeM20 II / q i \ P7 F NOTES I. KMR-OFF BAS.MEA (EG. FENCING. SILT FENCE, ETC) TOPREJENT CONBTRUCTNAYTRPFFICFROMENTENNGB INMEA 2. USE LOW-0APPCT, FARR,,. C EWWMEM(WIDE TRACK CRUWSX TRACN EWIPMENT, OR LIGAN QU NMEM WITH TURF -TYPE TIRES)WITHIN BMW, 3. PROTECT EARN FRON RUNA)FF OWING COWITRUCTION ACTMTIES WITH TVO ROWS OF SLT FENCE MIMIR SOROLLS. 4, DO NOT EXCAVATE BMIN TO PWPL GRADE LNTR UPSTREAM CIWNAGE MEM HAVE BEEN STMILM. 5, REMOVE ANY AAWOR UNSURABIE SOBS."IN IN...1. FOOTPRINT. ANY BEDWEAR THAT IS WASHED INTO THE BASIN SHELL BE REMOVED. 6 NO MWING OF SM DY SO" ALLOWED IN BASIN AREA 7, EXCAVATE EOSIN TO FINAL GRAPE ONLY JHFOW STMILWTW OF CONTRIBUTING DRANAGE MEAS. ALEVWTE ANY CCMPACTFD MILE OM TO FINAL GRADWG OF EAATKINS PRIOR M SEEDWO. srtDS.ILS J 133E JNhYWNPMTEDSOILS(BYUSINGA PRNMRY TILLING OPEMT. SUCH AS ACHISEL PILON. RIPPER OR SUBSOLER) TO A DEPTH RMESSNIY TOA MTF COMPACT ON INFILTRATION BAI N.T.S 21NONWENi COURSE(SPXF82WCI MOOT. BAYAGG.BAM O -MOS MNOOT.11 ADPROVED GRRWH V SUBBMEFE DETERMINEO BY GEOTECHNICAL ENGINEER 1, PAVWGS Cd ORNTOTHEf MSTEORIWDFMN00TSSTANOMO SPECIFICATIONS FOR CONSTRUCTION (1) RENOM ANI POSTING TOPSOIL OR FALL DEEMED UNSURABIE FOR INF&TMTON (GEOT ECHNICPl ENGINEER TO REVIEW OW'Sm SO") (2) N MFRS OF FILL. PLACE S VAGED ON5RE SMDY SOILS SLITM E FOR NFLTMTbN .. 6% PINES (AS DETERMINED BY GEOIECNNICAL ENGNEER) 2. GEOTECHN ENGNEERTORE PAV MTSECTONFORW4 RV P0.ORTO AHY INSTA LFTIONS. 3. ME GEOTECHNICK REPORT PRFPMED BY CHOSEN VALLEY TESTNG, INC, PH 3I=?) FOR AGO RONAL PAVEMENT INFORMATION AND RECOMMENDATIONS. �1 BITUMINOUS — LIGHT DUTY N.T.S. 4AYAG&SME. CL.MS5 MNDCTa11 APPROVED GRAN" SUBBASE M I, PAVWGSHALLC FOPMTOTHEIATESTEORIWOFMNW STMDMO 2. GEOMCNNWALENGWEERTORENEWMVEMEMSECMb FORIMTERNLS PRIOR TO ANY INSTALLATENS. 3, SEE GEOIECPNCIL REPORT PREPARED BY CHOSEN VALLEY TESTING, INC. Is'IYN33) FOR ADORKNW PAVEMENT INFORM TNN AAT) RECO NIENMHONS, 1�1 HANSON BLVD — TRAIL REPLACEMENT N.T.S. SECTION B - B IY DEVTH VARIES PER BLOPE SECTION A - A GRATE ELEV PER PLW UBE STAINLESS STEEL GRATE. SLOPE NEENAH R i949 -CX HEAVY -OM 7 GRATE, OR EOUNALENT PIPEOUTLET PER NEENAH BOOK, THIS PER PLM CASTING HAS OA SF OPENING PER LINEAL FOOT A m PER PIAN ---�I A ooaooaoo aoa0000000000000a0000ao OI PLAN VIEW +<' TRENCH DRAINS N.T.S. 2.V TYPESPI2.S WEARWGCWRSE MNTURE SPWESNBF 2.IY TYPE SP 125 WEMNG COURSE MLCTIIRE SPWEBNOF 20 TYPE SP 12S NONWPARNG COURSE MIXRIRE SPNW83311B S.PAOG.RASECIASSS IRIWT III) APPNOV EO GRMU W i SUBBASE As OEIEHM NED BY GEOTECHNICAL ENGINEER IATEST FDRON OF MNDOT5 STANDARD 2. GEOTECHNIGI EHGWEER TO REVEW PAVEMENT SECTOR FOR MATE0.W$ PRIOR TO ANY INSTAIIA ROWS. ], SEE GEOTECHNM REPORT PREPARED BY CHOSEN VALLEY TESTING. INC, INSOSO)FOR AOOITIONAL PAYENENT NFORNATIN MD RECCNMENOATONS. %1 HANSON BLVD PAVEMENT SECTION N.T.S. WIMCO INLET PROTECTION N.T.S. STORM SEWER STRUCTURE SCHEDULE 161 P0.GNDENATNESEEOMp(EG.MND0T2 I 102 0]5 LBSAC)&ONG BMN BOTTOM NEENAH R3067 -VB 103 EROSKKICONTROLBIANKETYJRABLEFOR NEENAH R3067 -VB 104 48" DIA. SEEONGMO'sTNFIN 00VUFELANNET) 105 27" DIA. NEENAH R -2577-A TYPE C 106 48" DIA. NEENAH R3067 VB 107 2 x 3 NEENAH R3067 VB 166 srtDS.ILS J 133E JNhYWNPMTEDSOILS(BYUSINGA PRNMRY TILLING OPEMT. SUCH AS ACHISEL PILON. RIPPER OR SUBSOLER) TO A DEPTH RMESSNIY TOA MTF COMPACT ON INFILTRATION BAI N.T.S 21NONWENi COURSE(SPXF82WCI MOOT. BAYAGG.BAM O -MOS MNOOT.11 ADPROVED GRRWH V SUBBMEFE DETERMINEO BY GEOTECHNICAL ENGINEER 1, PAVWGS Cd ORNTOTHEf MSTEORIWDFMN00TSSTANOMO SPECIFICATIONS FOR CONSTRUCTION (1) RENOM ANI POSTING TOPSOIL OR FALL DEEMED UNSURABIE FOR INF&TMTON (GEOT ECHNICPl ENGINEER TO REVIEW OW'Sm SO") (2) N MFRS OF FILL. PLACE S VAGED ON5RE SMDY SOILS SLITM E FOR NFLTMTbN .. 6% PINES (AS DETERMINED BY GEOIECNNICAL ENGNEER) 2. GEOTECHN ENGNEERTORE PAV MTSECTONFORW4 RV P0.ORTO AHY INSTA LFTIONS. 3. ME GEOTECHNICK REPORT PRFPMED BY CHOSEN VALLEY TESTNG, INC, PH 3I=?) FOR AGO RONAL PAVEMENT INFORMATION AND RECOMMENDATIONS. �1 BITUMINOUS — LIGHT DUTY N.T.S. 4AYAG&SME. CL.MS5 MNDCTa11 APPROVED GRAN" SUBBASE M I, PAVWGSHALLC FOPMTOTHEIATESTEORIWOFMNW STMDMO 2. GEOMCNNWALENGWEERTORENEWMVEMEMSECMb FORIMTERNLS PRIOR TO ANY INSTALLATENS. 3, SEE GEOIECPNCIL REPORT PREPARED BY CHOSEN VALLEY TESTING, INC. Is'IYN33) FOR ADORKNW PAVEMENT INFORM TNN AAT) RECO NIENMHONS, 1�1 HANSON BLVD — TRAIL REPLACEMENT N.T.S. SECTION B - B IY DEVTH VARIES PER BLOPE SECTION A - A GRATE ELEV PER PLW UBE STAINLESS STEEL GRATE. SLOPE NEENAH R i949 -CX HEAVY -OM 7 GRATE, OR EOUNALENT PIPEOUTLET PER NEENAH BOOK, THIS PER PLM CASTING HAS OA SF OPENING PER LINEAL FOOT A m PER PIAN ---�I A ooaooaoo aoa0000000000000a0000ao OI PLAN VIEW +<' TRENCH DRAINS N.T.S. 2.V TYPESPI2.S WEARWGCWRSE MNTURE SPWESNBF 2.IY TYPE SP 125 WEMNG COURSE MLCTIIRE SPWEBNOF 20 TYPE SP 12S NONWPARNG COURSE MIXRIRE SPNW83311B S.PAOG.RASECIASSS IRIWT III) APPNOV EO GRMU W i SUBBASE As OEIEHM NED BY GEOTECHNICAL ENGINEER IATEST FDRON OF MNDOT5 STANDARD 2. GEOTECHNIGI EHGWEER TO REVEW PAVEMENT SECTOR FOR MATE0.W$ PRIOR TO ANY INSTAIIA ROWS. ], SEE GEOTECHNM REPORT PREPARED BY CHOSEN VALLEY TESTING. INC, INSOSO)FOR AOOITIONAL PAYENENT NFORNATIN MD RECCNMENOATONS. %1 HANSON BLVD PAVEMENT SECTION N.T.S. WIMCO INLET PROTECTION N.T.S. STORM SEWER STRUCTURE SCHEDULE 161 102 48" DIA. NEENAH R3067 -VB 103 2 x 3 NEENAH R3067 -VB 104 48" DIA. NEENAH R3067 -VB 105 27" DIA. NEENAH R -2577-A TYPE C 106 48" DIA. NEENAH R3067 VB 107 2 x 3 NEENAH R3067 VB 166 109 48" DIA. NEENAH R3067 -VB 110 48" DIA. NEENAH R3067 -VB 111 112 113 48" DIA. NEENAH R3067 VB 114 2 x 3 NEENAH R3067 -VB 361 302 60" DIA. NEENAH R3067 -V 302A 2 x 3 NEENAH R3067 VB 303 48" DIA. NEENAH R3067 VB 304 48" DIA. NEENAH R3067 -VB 48" DIA. NEENAH R -3067 -VB 48" DIA. NEENAH R -2577-A TYPE C 27" DIA. NEENAH R -2577-A TYPE C2T' DIA. NEENAH R -2577-A TYPE C48"DIA R NEENAH R-1733 46"DIA. NEENAH R-1733 46"DIA. NEENAH R-1733 2 x 3 NEENAH R3067 -VB 501 502 48" DIA NEENAH R3067 -V 503 48" DIA. NEENAH R-1733 604 2 x 3 NEENAH R3G67-V13 505 48" DIA. NEENAH R30674 506 2x3 NEENAH R3067 -VB 601 602 27" DIA. NEENAH R -2577-A TYPE C 603 604 27" DIA. NEENAH R -2577-A TYPE C A 48" DIA. NEENAH R-1733 B 48" DIA. NEENAH R-1733 C 48" DIA. NEENAH R-1733 D 48" DIA NEENAH R-1733 E 48" DIA. NEENAH R-1733 F 48" DIA. NEENAH R-1733 G 48" DIA. NEENAH R-1733 H 48" DIA. NEENAH R-1733 48" DIA NEENAH R-1733 48" DIA. NEENAH R-1733 kK-NOTUSED- NOT USED 48" DIA. NEENAH R-1733 48" DIA. NEENAH R-1733 48" DIA. NEENAH R-1733 8-1 12X 3 NEENAH R-3 67 -VB T 48" DIA. NEENAH R-1733 U E FvEoom EIEVb9].°0 T� Wµl�].DF ' ELEv.oE.n MIFlCEI-FDW . N EE. roP wuL.eaa.la .Q ' ORFREI METPPE OUTLET PIPE STRUCTURE °^'880 . ORIFICE 1-C D. FRORTVEW MH K - LOW AREA OUTLET STRUCTURE NV 99].W N.T.S. N.T.S. m ri7m � _ _0 � ,0�• OR610E1 &IETPFE ,0�- ORFKEI tIFF PFE d]ILEi PNF WEIRWALL PROFRE VIM FRONT VIEW wvwF.lo STRUCTURE WV88°-1° WEIR WALL PROFILE VIM FROM VIEW BASIN 1 - OUTLET STRUCTURE N.T.S. EiEvFovu Atria DRFICE I.B'DM NY 9901b —Q WLETPIPE 1 � HN� WRFf PIPE STRUCTURE °'W BBBOO PROFILE VIEW BASIN 4 -OUTLET STRUCTURE N.T.S WEIRWALL FROWVEW • ELEVWi.]5 EIEVb9].°0 T� Wµl�].DF ' ELEv.oE.n MIFlCEI-FDW . N EE. , .Q ' ORFREI METPPE OUTLET PIPE STRUCTURE °^'880 WEIR WALL PROFILE VIEW FRORTVEW MH K - LOW AREA OUTLET STRUCTURE NV 99].W N.T.S. XM(AP490.]]NGRRIE EIEVM]90 i ii ElEv>9DIu STRUCTURE PROFLE VIEW BASIN 5 - OUTLET STRUCTURE N.T.S WEIR WALL FRONTVIEW EIEvv.ess.]o Tov warLaRara ' ELEv.oE.n FLEV�A TOP WK4FM.A , .�' ORRICE )RIA EI -VD. amET VPE , W eeE.la STRUCTURE xvaRFm ' PROFILE VIEW NV 99].W BASIN 3 - OUTLET STRUCTURE N.T.S. � _ � ,0�• OR610E1 &IETPFE WTLETRPE 'Nvew.» STRUCTURE INvaex WEIRWALL PROFRE VIM FRONT VIEW 1 BASIN 2 - OUTLET STRUCTURE N.T.S. XM(AP490.]]NGRRIE EIEVM]90 i ii ElEv>9DIu STRUCTURE PROFLE VIEW BASIN 5 - OUTLET STRUCTURE N.T.S WEIR WALL FRONTVIEW EIEvv.ess.]o Tov warLaRara ELEv-vos.as ORIFICE rDLk YN 9B1 ]0 ' .�' ORRICE "—PIPE amET VPE , W eeE.la STRUCTURE xvaRFm WEIRWALL PROFILE VIEW FRONTAM BASIN 3 - OUTLET STRUCTURE N.T.S. ELEv-vos.as ELEy.F°F.w TOPwpu-Ew.ao )R610E 1-F'Olq I •'v'. OFFICE I WIEt FVE W11Ef PPE EWFEI.IE STRUCTURE F!/91I.I8 WEIR WALL PROFEE VIEW FROM VIEW 1 BASIN 6 - OUTLET STRUCTURE N.T.S. 0.0.}z' HDPE STORM SEWER PIPE INSTALLATION WATFRMNN cAIFm—o R BOXplvE p p xc M—IRENM DY, WIDTH TMINIMCOMPACTED BACKFILL-. CURE �PLOWEO.D.}2' - wn,hu-®VARIES 7—N SIND OR PR O ". 0.D/2 GRAYUUR _ 0D _Fl1ING - -�' ;,_ .0/a(4 YIN)USE2BG52M2xfVR COMPACTED Cx WECOMPIGIED Q ® 1ND1N 0NO4igN® 2�-6•VMIES L,.� J.5' NTALL RFD I 1RUN III IWKEF ONMATFRW VRtf OBHS RRU�TgkTICH CURB 24" flASE ENGINEERING. WC. 6uquKES God", OWNN 6Y: G CINGEt 110E BY: GRANULAR MATERIAL BEDDING couoaClFO BgCKFILL 12' O.D. 12 1 12-CRUSNED ROCK DD/2 / O— DEM AS NEEDED W STABILIZE 1RDICH NOl Q MINIMUM TREND MOTH: Yin'vnum Meaty wWU shall Be 1.25•C0.13" Or a m m Iffy Aram, Ne table UI°melar, wM1Mevar M grtahr. See ladle. ® F °M°mD D'ireI or,and b°Mc dollom vrtab ba nidation b o III" ael4rminw dy be ,yin r Note halms. ailn .uiabl° lounaation mobrial b meet lM1e reauiremenle of Nole 8 dolor. ® 9EQp : =111 NO 2Z aM1all de a M { I Pip° Wam°I°n 111mug11 24 iaM1nv B:a NicMesa vhall he 8 I E leis lor2w Non 2{ NCHI .The=Wrd`henrriflIreau b I N 1a 8atlWE Q NAVB4tlltlA' Tlu mofeNot N placetl oM oma Ny on ham a eo PI pipe,from Maw oC IMdCQnV 6.Mcan to Uuf°poflMPThehfRZ,/"m zone lwwlarallmwl Ne r<a h I Nate B talon BfICKFILL Indial hoc4RII Ie from IM 1cp of Nehwnchhli" zane 1 ]' fi• COVER .Amm SpECIFlED VkGECONCRETE1M eRe➢t"BLOCMIM RE�G°brolianla6in[h. �•dq M1N Vtl shave Uro by of Ne pipe. Far INID[ iniWI JIMCK ING_hacMl material shot meet me nd,Ammenh of hole 8 below ume. maewoy SPECIAL FOUNDATION FOR dOnYmenl raaubamonN vuphoom" ® Fiwz SACKFUL Far traffic aPNON *n., 6ra1 walmll maMral aha compac6aSTABILIZING 1/2 0.0. 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GR MTM.@ OAYL M NL LwwdL pw15 RDE ANG M1BC NL YCMIM 9uu 'CMNN IO MN CID NO MR 1.1 AIX.2 G .1 .2R SANITARY SEWER MANHOLE, TYPE 301 12/1=021 (PIPES 27' OR LESS) 301E x016 MG MGCO AWL K RED M MMUSENG CUPPI CEYMT MXRR MY. N YLMI YWL R WULLSO UMf M CRIME MSRI gSSB[. M51 RM WNRF IWIE A CO.TA M FR 9wKwMTR (IN] DI. AFR RWL E V51 M`L NUYwY w SIF[L RMNMFp IIASIC. IDGINM M alar. R1fpKED CRCREIE YMNMF SCCA'Ka RA ASM 416 RU. ru aeDMw BEnux nP MD Yuswe NNL MITI DDEM MaRIAA. F9.E AIIMNF 9WL TIP E Rialto 91wM MM/p DOIflQ a wCMA xIM DLAaI{E FMRL, ., a9CY FAM4 12' ONTO YL YR12 M�AWL C. Ni A91Y C3M ND YFP THE M RNPEUGi$ G MFAr JR. STANDARD 4' DIAMETER STORM SEWER MANHOLE D1J1 (PIPES 27" OR LESS) 407E RINGS (2 bxLD' Lw. OF ENDS k MORTAR) — PRECAST CO.£R TYPE W SUB 2 STRIPS BRUMy511C BFAL ON STAB JOINTS BASE FUSING. I MH SLAB 12- ULl FIRMNESS Iz' 0." b" 8• _ IDe' ID-_ 12e" 13 HJR: R IMw MWL R LRD M IW151NG GAML. CEMNr W11rM Y(r. TASr NOX WMKKL RW1E A CORT M PW FECW 1R6 EIN3 Bf. SiFK ANLL R CAST Rpl. NLW WV R AER RNpCLO R/di[. ICG19x M TML. IRVAf RLERL® LONCRR WMME SLCDOM RS MIY 810. MA R[Mlw PANE .UR MMME xxl Mcourt wnM. rNa aRME . R uPB wu GEOMRL rr18G. DP .. R2' OWN . NLRCGRY TO MOTC270 M10 MEM Up1MYM0 Ynnv R YINOr ]SO0.n SHALLOW STORM SEWER MANHOLE 409E 1/T MO TM BEtAGEN RINGS. a Pll. ARD MW SROUND RNGS ALE FINISH SYO'JM MRI DEDIT%DIF OM ME NMCE FAME. TYA. 'NIM .. 0• CIXLCRIE DOLLAR OMER 1. 3T RIxcS (2 MIN.. 0' IAN OF y RINOS MC W'NIM) NL STORYIM EN n_= GOWI 1M TO WWiPED FRIM MEN. GRAIN. cROMI BOD. y ` F., TYPE 4 O.TAM •1 TO 1/2 FK DU. /ryy FABNG 12• MIO ITSELF ry— EFIYIrT WRIM 0 PRECAST! vv+J>N+ 4 M2 [ 3 H9S 0 R[w YWl R YYD N ILR9GRA GSINC. 0011 KFIM xlY. nPGYLY USLO NR RNR'NEI gWxNE NG9 NU PMZMP IDIS. GSI Ran GIM MGM 1. aC0.fl1 C iTMS R-]Sn YLFS GOONSE MMpT➢ W M rJ1Y ENWRA W! WONT GTDH ANOM rR R A COME, GSIKS R-JYEC ANL BE USED AMEN MEEIXD N A NTE1,Ar M APNWNMIE NRR. � G a A CNMR GSINL R -P. SINL RE UFEP PHIM MffMa M A MA . N A CRSN AP LL M Bv11Y�OwpP.YRWI:E.MFAR RFN F. G.SM14 � R45 TO �NC$1 C PON M -AMID GTR MVF. M ARApLD EfXVL uISIV➢ P, wM%lE (TUM N MRS. R➢Y .. I. D]IE MCIYI ND iAEfAA M4 PR MTI GTA M'RFNK BEYREMPFS NR WMNE NNL MIM 00R YCAIM PAPA RMPMPA AWL R axm ImizEAMMon. MISE R DDPEYx .mI aDluRl (Awc. ll.[ .. amM r.ME Iz• NL W.AR DYIL w1.DR2 T MTI CL,a NR YR M RwTOD, V MIDDI I.. ,3/,O/21 CATCH BASIN, TYPE 401 Si.WDMD D: ' CITY OP No 9' DOVE 401L U PULVERIZED TOPSOIL �& W OBER B NE1 (D FOR FPES 4B" k LARGER. USE /y( B 20'. 4 @THE CONTRACTOR SHALL PLACE L 1 MIRROR. PULVERIZED TOPSOIL Sm. AND STRAW FIBER BIANXET IMMEOWTELY AFTER 2' A PIPE 6 INSTALLED. EVEND AREA TO MATCH UNDISTURBED JVD p� OSILT AROUND THE TOP OF APRON voted S? AS DtRECIED BY THE ENGINEER. ADD RIP -PAP 'I USE EOOIV. D OVER TOP OF PIPE FOR ARCH PIPE NOTES , e' AI FENCE FROM �4' YETN. FENCE W. t. w�% N BE POS( V BOLO",C WMEi SERI FIN. GRADE POST MARKER 3. PAINTED GREEN 6 27" SERACE PK AND WE 48" 43 MM. 1' TO BE ASM OOB]. - AffiURE STUB TOP OF P 'e SM. 4e PVC ]' ABOxE 21" PPE b' BEND CURB SPM 60" ALL JOINTS TO BE 45• WE xRGO ELEMARON ]. O SOLVENT WELDED. MIN I' _ ,' SERrTCE STUB o RR WE� ha-qy w,l im MEi PPE I< MIX IRxD ELEVA110N "°'MIq L'RN, cMNULM BfOMnc UP aR PLUG OR PLUG MATERIAL in04. ENO,w ¢ R ACaE Mme 11TT11011T RISER i /4' .ICTAL FENCE POST MARKER RAi 8M bq AND 14411 SIMx R N 3 PALMED CREEK At mmp IT 1Rb MCIIDR Bars R DNPm PLAN I/.YI.S' Mi M6 6' YETK FENCE ROSE n i I' BROW RN. GRACE TOP OF MIR. V SNB NOTES: SW SEIM10E RPE PLUG Y ABOVE T BE 3' M.45e BEND CURB STOP APER SER'ACE 4i WE _ U SERME PIPE AND WE IN V SNB TO BE ASTIM SCM. 40 VVCDPRNS URE 1 G. PIPE C TY OP ALL JOINTS TO SE DOVE417E S011Z. WDDEO. aR VGM GP CRMUUR OR PLUG BEDDING AMOERML sERncE NE�WRH RISER uA0 a5° SANITARY SEWER SflRaCE WE To BE SERVICE DETAIL EMBEDDED IN CONCRE c (WITH CLEANOUT) 5/23/08 (3 BAGS MINIMUM) 71) MARGINS .01 A.V0i1J1'JA 312B RINGS (2 bxLD' Lw. OF ENDS k MORTAR) — PRECAST CO.£R TYPE W SUB 2 STRIPS BRUMy511C BFAL ON STAB JOINTS BASE FUSING. I MH SLAB 12- ULl FIRMNESS Iz' 0." b" 8• _ IDe' ID-_ 12e" 13 HJR: R IMw MWL R LRD M IW151NG GAML. CEMNr W11rM Y(r. TASr NOX WMKKL RW1E A CORT M PW FECW 1R6 EIN3 Bf. SiFK ANLL R CAST Rpl. NLW WV R AER RNpCLO R/di[. ICG19x M TML. IRVAf RLERL® LONCRR WMME SLCDOM RS MIY 810. MA R[Mlw PANE .UR MMME xxl Mcourt wnM. rNa aRME . R uPB wu GEOMRL rr18G. DP .. R2' OWN . NLRCGRY TO MOTC270 M10 MEM Up1MYM0 Ynnv R YINOr ]SO0.n SHALLOW STORM SEWER MANHOLE 409E 1/T MO TM BEtAGEN RINGS. a Pll. ARD MW SROUND RNGS ALE FINISH SYO'JM MRI DEDIT%DIF OM ME NMCE FAME. TYA. 'NIM .. 0• CIXLCRIE DOLLAR OMER 1. 3T RIxcS (2 MIN.. 0' IAN OF y RINOS MC W'NIM) NL STORYIM EN n_= GOWI 1M TO WWiPED FRIM MEN. GRAIN. cROMI BOD. y ` F., TYPE 4 O.TAM •1 TO 1/2 FK DU. /ryy FABNG 12• MIO ITSELF ry— EFIYIrT WRIM 0 PRECAST! vv+J>N+ 4 M2 [ 3 H9S 0 R[w YWl R YYD N ILR9GRA GSINC. 0011 KFIM xlY. nPGYLY USLO NR RNR'NEI gWxNE NG9 NU PMZMP IDIS. GSI Ran GIM MGM 1. aC0.fl1 C iTMS R-]Sn YLFS GOONSE MMpT➢ W M rJ1Y ENWRA W! WONT GTDH ANOM rR R A COME, GSIKS R-JYEC ANL BE USED AMEN MEEIXD N A NTE1,Ar M APNWNMIE NRR. � G a A CNMR GSINL R -P. SINL RE UFEP PHIM MffMa M A MA . N A CRSN AP LL M Bv11Y�OwpP.YRWI:E.MFAR RFN F. G.SM14 � R45 TO �NC$1 C PON M -AMID GTR MVF. M ARApLD EfXVL uISIV➢ P, wM%lE (TUM N MRS. R➢Y .. I. D]IE MCIYI ND iAEfAA M4 PR MTI GTA M'RFNK BEYREMPFS NR WMNE NNL MIM 00R YCAIM PAPA RMPMPA AWL R axm ImizEAMMon. MISE R DDPEYx .mI aDluRl (Awc. ll.[ .. amM r.ME Iz• NL W.AR DYIL w1.DR2 T MTI CL,a NR YR M RwTOD, V MIDDI I.. ,3/,O/21 CATCH BASIN, TYPE 401 Si.WDMD D: ' CITY OP No 9' DOVE 401L U PULVERIZED TOPSOIL �& W OBER B NE1 (D FOR FPES 4B" k LARGER. USE /y( B 20'. 4 @THE CONTRACTOR SHALL PLACE L 1 MIRROR. PULVERIZED TOPSOIL Sm. AND STRAW FIBER BIANXET IMMEOWTELY AFTER 2' A PIPE 6 INSTALLED. EVEND AREA TO MATCH UNDISTURBED JVD p� OSILT AROUND THE TOP OF APRON voted S? AS DtRECIED BY THE ENGINEER. ADD RIP -PAP 'I USE EOOIV. D OVER TOP OF PIPE FOR ARCH PIPE 12" 6 24" + W. t. w�% t 15" 6 27" 17 48" 43 18" 9 30" 1 'e 54" xe 21" 12 36" 28 60" 58 xRGO ELEMARON ]. 12" 6 24" 14 42" 35 15" 6 27" 17 48" 43 18" 9 30" 1 21 54" 50 21" 12 36" 28 60" 58 MNI .11 1.. IM -NAM .1. RNAP.LSS, MO OUMIIM 111. RAL R RWOMIED M ME PWA. GRANULAR FILM AND FABRIC MRE NOOMAL 10 W -RAP. 1/17/2020 RIP -RAP AT RCP OUTLETS 4118 ON 1.0 Pli TYPE It CCWR SLAG 2 STRIPS RIUMASRC SEAL Ox STAB JOINR � A ICEMEW MORTAR PRECAST BASE . rtP�a•-ti` yp STAB VAR. M PICKINESS 4 MIN. VARIABLE IMP 11 NL S(ORY OX: HOUSES WK 4. 1 1 ONE CEOFABRIC FAB12' N O IT 4. O'+ERUP (AERIC 13' ONTO fSEli nags. xD MaaO AWL R vssD Fa Amuslm GA.R mar SArM MR.. NRn FRY[ k CMR( GSi5W5 ME R -]2t0 -A WIF04 OIIgNIIY aAD.ID DY M1F OIY M49EW. AM.E . 9U 1 .1 G5, R.'W NWNUY. OR STEL RMCROM RMTC RA ASIY C )N L... Sul BE . KC(55HL IR. R:I6oP[[D CbCREIE MR 5UH A LgLR AN PER ASTM 011. PRF4SSr RLn✓g2[D CpK162 Y MMONE S(G145 MA MTU GTR. RN90 WIM o-Rw GtxEls A waxwR. RS RD/G REIRRIL ALSIL rt YW4E 1LYLM CMM YRIA4 SULE AIi(rF 9ISNRRRm 9RYMIx ¢R9N rc mbRaR YIm R01QR[ IMRC. TSS 4 DrLRIP (RAZ 4' RIO IIRIF. AIL uo¢M alWl MMWI R MIM nm NR Y[n M PauREYvns a E ROP 10 FIRM¢ FR SIV ORAL G M CATCH BASIN/MANHOLE WITH SUMP, TYPE 405 405K 3 fF I/.115' M1 OW G. Ml BLR nxG 1/.} .Y .�WGIPs(O SCREEN 5fl®I s3 PlD MP 1 PRSi AREnRE xRGO ELEMARON ]. ,' MRL o RR 1B•RGI ITU -� C' ha-qy w,l im MEi PPE TME ,ay IRxD ELEVA110N "°'MIq L'RN, MAR N l TO .!tT PP[ RNRi ..I.RVI, rD QDm( OF Mr MM ("P.) in04. ENO,w ¢ R ACaE Mme / YI3' SEL IFY PALSR3E0 RAi 8M bq AND 14411 SIMx R N V.".. MIK At mmp IT 1Rb MCIIDR Bars R DNPm PLAN I/.YI.S' Mi M6 1.1'..!MAL Rur 1 rAEr a an1Ar • Clrnn n oulleT z STRUCTURE TABLE x/M/22 POND SKIMMER STRUCTURE STANDARD DOWNS C TY OP NO DOVE417E x u ,/nln'ru. ew s(e'vamx ew zi II"x',I¢rn-un�vrt�°imm°xol SAE o r MqE LRONERM A, FKM 9« « M � IFICIX « ME w1 HiCxFILL III III .EDGE OttVR9�AN] SLY0er0 BF "A$ R' Too r VBAA Rx4 Too YIP IAS(. :K tSTRAW. tit ) W KM uuom rwrrcircow Rano E.rvAuo" SCREEN .t oRt w s.a.rn itpES WCCO CRI. CPLLOSr. OR ROCK IR WALL WEIR IW YE/.fl A. A ROW EIEVAOW .pR A. Emoohoo) rR (w. x As srEo�m) xa e �M „a xox NATION oAEO Mar °x�x+E)°xE `1A o, ..TT r�iL� ten°Oml 10 BI r ro ovrsu « w Mt exa (IrP.I CACAC. Wr RSSTDAE ILL DIS11ASTO p"L" ..Ac9W xwi«swL wo910.��WrIBER R.NCTcurs.l . Aww mLrsASfEcRoeM¢ 8rs',A, .w w oBrNE . xxET . . aulLEr EE oImET z STRUCTURE TABLE POND SKIMMER STRUCTURE WITH WEIR WALL 2/ae/22 ITAII1401oRAVIxG C I T Y O F DOVE 41BF METAL To 2*x2`NMD PENCE POST I GEOTEXTLE WRH NET BtCNINC 1` ` ` III HiCxFILL III III GEOTMI-E TO OYERW TNROUGH ��yl TRENCH. E MIN 1Ft" W NOTE -SILT FENCES TYPE CONFORM i0 uxOOT 3808. TYPE B. -FENCWG SH BE PLACED NCNG CONTOURS OR AS DIRECTED BY ENGINEER_ SILT FENCE a Sea Gly ROI. No. IIIA I« .".p 'locomen'. Anchor rN, lest 3 0,e f mts.—A 1K. 2 fl. b«t F..t.ne Ixr jym'. mztoN 4t 0 from top Cr bottom of , Pro,oe 3 anchor Clpz to Fasten Twzh Cue.° to Fl°..0 End Sec Uan Hot Alp B°lroNxe cite. PAb.icotlon ISOMETRIC FLARED END SECTION •aO SIANCAID Oxnvin0 NO 419A awiv Ix d am �I.n rr�irU� / Z�y� :K tSTRAW. APER: liOCO FIBER. OR MR uuom rwrrcircow ® me...... o. naa w s.a.rn itpES WCCO CRI. CPLLOSr. OR ROCK ..., .., SEDIMENT CONma LOGS 802 10' H ON CWCRETE ].� "OTE USE . FOOT ONNETEA BASIN uNMdE (421) .EN DEM EzrEms ..z FEEr. Igrts xo EA A IP eC ck sax nxrw x Cem:r u 1 «.r. Ix 4L E oRb com vsr oo 4c°omm T s Irec x -Rol -n aR .LMBW (WXn�mr°[i ax x�- E MD Ogh eoxrsl sou eE Vsm Ix hol. RRI .W. w AS «LFO OUI x RVR 11 41 MlxroPCEo CAx1E yy m.E oP ..SIu Mte P.L oxLnixc ern¢x xxE x° xxx of 9FFK[ NULL S Ew0C0 sIWM. M.NP O ABEL, YXM ONTO Imr Nl xwan swu wnraw TD .naR IV1WB IBZI me Raumsl4xrs of xx.« xsoen INNATER DOM.ousE swu « waulm w eolx nc ons« W.o .,ser WWII xeD E 6 n• «. T[ slCef SS( wo 1e'w n,E B uRc sME OF « MOR Wurw a a1L won °.AP ro wE xm vac a snx x ewm on N xlvR CATCH BASIN, TYPE 420 42OF ROCK CONSTRUCTION ENTRANCE 605 MILL MSl`NG BRUMINIOUS J 12' WiOT.. $ 5' OEPM sAwcur Exlmxc Fuu WRTH MATCH EXISTING BITUMINOUS 520 / Z�y� i/ MILL MSl`NG BRUMINIOUS J 12' WiOT.. $ 5' OEPM sAwcur Exlmxc Fuu WRTH MATCH EXISTING BITUMINOUS 520 0 ,� >ipiQLY,1 mM/.NN Md PK2 9P� 1p6 P Pu¢ S4i fM[ S[onSG L[411P SIOVH W i sYl6Y➢ MN �vPEY 0.µxSP6 muc�nP P ircc uK .m, nPl ow. L.mv Om SwS MI[Y. P P'rtiR ,0.,y1K Kg521K fK[ MY ,K L hips Yi. fP iffi YSe U.PpiF[i11.111 1sOl� ELEVATION VIEW PJ T T mLr.,� 16➢fM1W TREE PROTECTION FENCING SOJIIV.RD CPPWISIC No 610 wl.. U NLIWL Illi fp SI V4L L[411P SIOVH W MN �vPEY 0.µxSP6 L TILL K V.I..1 IN wwv tlSv w LyrtW[RC m W Vlm SIO .1.SC 1IL. M6CPlC l. WLS@ M00Lp wpLLY T IL6ULv LpIX WSS MRl wVE piW1II Wp LV be vp LpvEii06 yll, 4 1Nb iVID4 L SOY �r NLVSILL VIIM LIISiIw �L tOv,i. np[SIK 10 ivp COPSES Y[A1LL Vllx fWfS fYIP 1p • T 41 9D11 S ®IbfLLC M1FC 1 BQ x� vlrx Enzrlw zm ni.wafnL I z E wa inwceurt v.s aIF-IIF�I I 41r 3/17/14 RETAINING WALL nANwrto oFAwxc TY A2DOVj 6„ A PRELIMINARY PLAT OF: ANDOVER SENIOR CAMPUS DEYEIOPER ].A WEWN R,UMWTION 2 URLST]N PARKWAY, STE 335 PLYMOUTH, MN 55M7 WY FORTZ 612-789-3363 3AYFORT20WEOUMDRG ENGINEER PLOWS ENGINEERING 6276 LAKE DRNE ME, SIE 110 LINO LAKES, MN 55014 ADAM GINKEL 651-361-0236 AOAROPLOWE.COM ARCHITECT HAAS WILSON ARCHIRECTS 1301 AMERICAN BLVD E, STE 100 BLOOMINGTON, NN 55425 SAM" KERN, NA, CDT 612-285-3891 SAMHK®KMSWILSON.COM PROPERTY DESCRIPTION PARCEL A: TN[ pN of Ne N.rMwAaI Q.maal.f ted southwest Quarter, SocUcm 23, Towmadd, 32, Range 24, Anoka County, MirmOdta, lying moth am east W County Road 10, akp drawn as Cmafown Biwa, mo -pt me path plated as Winslow HIM, Winslow HMIs 2nd Motion and Winsbw Hills 3N Addition. and PARCEL B: Im. Soumwes: QuarW of Me SwNwese23 t Quarter, StIon , Township 32, Range 24, ewNt flwlM t part plaas Winslow Hit., Aroka Courts, M.R... NOTES Reid survey was eanplesed by E.G. NM ono Sons, One. an 5/11/3072, 5/lW2022 and V812624. Bearings Known an on Moka County datum. Panel 10 Number 23-32-24-32A 006 (Parcel A) and 33-32-24-33-0002 (Pa¢el B) Total boundary area. 655,508 at (15.04 aces) Panel arta Im pnd osed right of was application . 582,156 sf (13.36 ayes) Surveyed prembn shown on NB au ymy map Is In Flood Zone X (Areas defermNed to be madde the 0.2%annual On. float ,..Ing to Flwd IMARM. Rate Map Community No. 270689 Panel No. 0306 Suffix E by Ne Federal Emeyenq Management agency, emodbe date 0. tuber 16, 2015. Curb shots are been at me top and W[R of acro. This survey was Prepared only A mmmAment for nek lnwranee prepared by SRwarz Toe Guaranty CpmW nY. Commitment No. B&O W7, dated affo tl e lune 20, 2023. site Pun by 14as Wilson ArN. CAR Man by Plows Engineering, LEGEND *DEMOTES IRON MONUMENT FWNO AS LABELED w0�(R AREAS O OENOTES INOM MONUMENT SET, MARKED ALS* 41570 DENOTES SET PKNNL PROMISED LOTI ]19,6535F ❑ DENOTES CATCH BASIN PROMISED LOT2 03138'a SF 1.1 DENOTES ELECTRICAL BOX PROMISED LOT 3 65,3415F m DENOTES ELECTRICAL MANHOLE PROPOSED LOT 92,5505E 0 DENOTES FIBER OPTIC BOX MIOFOZCIGHTOFWAT =74.510 SF 0 DENOTESLLGHT MILE '0'.1 PARCEL AREA = 655,MSSF •d DENOTES POWER POLE AND OVERHEAD WIRES ® DENOTES SANITARY SEWER MANHOLE v DENOTES SIGN TONING W DENOTES GAS VALVE Per Oty M Andover Manly Map dated / DENOTES STORM SEWER APRON November 3023 this FRe Is currently zoned M-2 bd DENOTES WATER VALVE (MuIN1e Dwelling High -Low Dorsey). 0 DENOTES TELEPHONE PEDESTAL Io[Sun6aA M,. BUrds — DENOTES UNDERGROUND ELECTRIC LINE in. Let , NWMth. 150 "A -w— DENOTES UNDERGROUND (INS SINE MInt DepN=150 bast > DENOTES EXISTING STORMY SEWER M.A.A Wildly Height, 35 bast —»— DENOTES EXISTING STORM SEWER Max. BUIIEIy Covugee = 30% — DENCTES EXISTING WATER MAIN M-3 Bulldlno S IMacks' —1 DENOTES BITUMINOUS SURFACE J From =40 base _ DENOTES CONCRETE sOTELE Side pn[vmq = 30 Net eeQ Feet DENOTES IX6TING Ress,- COMICUVATION DENOTES IXISRNG C0.VTWRS My Wral0ktt My yaN Trom County Read - 50 bast ODENOTES ADNCENT PARCEL OWNER INFORMATION (PER AND" COUNTY TAX INFORMATION) VICINITY MAP PART OF SEC. 23, TWP. 32, RING 24 1 henry ceNh Uut this survey, on was prepared by me or under 4^., Xreport 61. sups'wsmn am Most l ams T , duly Rylaered Lard! SulaymruMer Me aw..1 Ne States cK I . °•1e ^°+r,y� cue p � •a� e45a XYw-S�, IQ .a,6 Data 3/1e/2024 Llcen¢Mn. 619 "`_� NS � 5 MW Professional Land Surveyors _ S c 6776 Lake Drive NE Suite 110 - www.egrud.... Lino Lakes, MN 55614A OVE32WNE ,�- TA Tel. (651)361.6200 Fax(651)361-8701 r Cl1Ai� S TYPICAL DRAINAGE AND UTILITY EASEMENTS / a ov-.. , A TANDUTILm EASEMBRS ME SHOWN THUS: _ __/- w'�.reF(VIaE /cOlilpuL BEING ID FEET IM WIDTH AND ADJOINING 1U NGHr \ -•'J / \ OF WAY OND EXTERIOR LOT L]NESUHIESS OTHERWISE SHOWN ON THIS MT. •.- \ / f a /� -T\l / I I NORTH GRAPffiC SCALE ' v , 2NCN = BB FEET / a!' -/' & :�. _ BENCHMARK a•M �nwawwwa , IWOMON: TLyr 89.60ONANO. ELEVAT2031 AND. ON:890.BENCHMARK DATUM) ,a r. ,,,Fe i Off' \ �s'.4,, � °, • - ` S ( of LOT AREA I F pp PROMISED r l II j §Y B=MG i� I =y S88 -20'28"w WWIGEFLOOR=87A0 t"flSl u� MRSTRWR=88T ''I1' ii 7 �34 ♦/ '-' � i �\ / � \.\`UVB" / / � ` -/ i vd 11 1 Tp yl� tate // I µSy \\ ,✓� .., \ \/ I� J IIT a � \ \'' I b=� [i�%/////.1 \ "extern ox - Lmadawedomm, /'"\ \ L. 3' / III di• i. -, FARwFirt r9 Mc. ro.,MMa !_� \ \ ••• •• yI' ________J 1 r — — Se 14-w..,821G .s..=•_r__-- i�Lnil --- I -- e I -- -- —� www = O s 150774 LAAE NW aw.wxn. ora ,ma0: z PATE:vvpazs I III I I r .r M oR Dow Mw" 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Administrator Administrator's Report April 2, 2024 Administration & Department Heads present at the meeting will provide a brief verbal update on various items of interest to the City Council and to the residents at the meeting. Listed below are a few areas of interest: 1. City Department Activities 2. Update on Development/CIP Projects 3. Meeting reminders Upon receipt of the meeting packet, if a member of the Council would like an update on a particular item, please notify me so an adequate update can be made. A,