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CC - September 7, 2021
?CN T Y O F D 0 E . ^I- - 1 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting—Tuesday, September 7, 2021 Call to Order — 7:00 p.m. Pledge of Allegiance Proclamation — Domestic Violence Awareness Month Resident Forum Agenda Approval 1. Approval of Minutes (8/17/21 Regular; 8/24/21 Workshop) Consent Items 2. Approve Payment of Claims — Finance 3. Approve Declaration of Easement Encroacbment/1147 —151St Lane NW -Engineering 4. Approve Tobacco License/13652 Crosstown Boulevard —Administration 5. Approve Funds Transfer from General Fund to Road & Bridge Fund —Administration 6. Approve 2022 Anoka County Sheriff Contract —Administration Discussion Items 7. Hold Public Hearing: Vacation of Temporary Cul -De -Sac Easement —15779 Avocet St NW & 15768 Avocet St NW - Planning 8. Approve Final Plat — Oakview Acres —Planning 9. Consider Preliminary Plat Request — Meadows at Nightingale — PID# 22-32-24-31-0019 — Tamarack Land Development (Applicant) — Planning 10. Consider Rezoning Request — Rezone Property from R-1: Single Family Rural to R-4: Single Family Urban—PID #'s: 23-32-24-41-0001, 23-32-24-42-0003,23-32-24-43-0005 23-32-24-44- 0001, 24-32-24-31-0001, 24-32-24-32-0001,24-32-24-33-0001,24-32-24-34-000;,and 24-32-24- 43-0001— U.S. Home Corporation dba Lennar (Applicant) - Planning 11. Consider Conditional Use Permit (CUP) / Planned Unit Development (PUD) Request — PID #'s: 23 -32 -24 -41 -0001,23 -32 -24-42-0003,23-32-24-43-0005,23-32-24-44-0001,24-32-24-31-0001, 24-32-24-32-0001,24-32-24-33-0001,24-32-24-34-0001, and 24-32-24-43-0001 — U.S. Home Corporation dba Lennar (Applicant) - Planning 12. Consider Preliminary Plat Request — Fields of Winslow Cove - PID #'s: 23-32-24-41-0001, 23 -32- 24 -42-0003,23-32-24-43-0005,23-32-24-44-0001,24-32-24-31-0001, 24-32-24-32-0001,24-32- 24-33-0001, 24-32-24-34-0001, and 24-32-24-43-0001— U.S. Home Corporation dba Lennar (Applicant) —Planning 13. Discuss/Approve 2022 Preliminary Property Tax Levy —Administration 14. Discuss/Adopt 2022 Debt Service Levy Changes —Administration 15. Set Hearing Date(s) for 2022 Budget & Levy Discussion & Public Comment —Administration Staff Items 16. Administrator'sReport —Administration Mayor/Council Input Adjournment llt 7 We 031 Mw, ;IIi Proclamation October of 2021 is proclaimed as Domestic Violence Awareness Month WHEREAS, the community problem of domestic violence has become a critical public health and welfare concern to Anoka County; and WHEREAS, domestic violence is a crime, the commission of which will not be tolerated in Anoka County and perpetrators of said crime are subject to prosecution and conviction in accordance with the law; and WHEREAS, over thousands of women, men and children have and will continue to access assistance from Alexandra House, Inc., a domestic violence service provider; and WHEREAS, domestic violence will be eliminated through community partnerships of concerned individuals and organizations working together to prevent abuse while at the same time effecting social and legal change; and WHEREAS, October is National Domestic Violence Awareness Month; and WHEREAS, during National Domestic Violence Awareness Month, Anoka County organizations will inform area residents about domestic violence, its prevalence, consequences and what we, as a concerned community can do to eliminate its existence. NOW, THEREFORE, BE IT RESOLVED AND KNOWN TO ALL THAT, I, Sheri Bukkila, Mayor of Andover, do hereby proclaim October to be Domestic Violence Awareness Month. Mayor Sheri Bukkila Councilmember Ted Butler Councilmember Randy Nelson Councilmember Jamie Barthel Councilmember Valerie Holthus 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City FROM: Michelle Harmer, Deputy City Clerk SUBJECT: Approval of Minutes DATE: September 7, 2021 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration, and submitted for City Council approval: August 17, 2021 Regular August 24, 2021 Workshop DISCUSSION The minutes are attached for your review. ACTION REQUIRED The City Council is requested to approve the above minutes. Respectfully submitted, Michelle Harmer Deputy City Clerk Attach: Minutes 1 2 3 4 5 6 REGULAR ANDOVER CITY COUNCIL MEETING —AUGUST 17, 2021 7 MINUTES 8 9 10 The Regular Bi-Monthly Meeting of the Andover City Council was called to order by Mayor Sheri 11 Bukkila, August 17, 2021, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, 12 Andover, Minnesota. 13 14 Councilmembers present: Valerie Holthus, Jamie Barthel, Ted Butler, and Randy Nelson 15 16 Councilmember absent: None 17 18 Also present: Public Works Director/City Engineer, Dave Berkowitz 19 Community Development Director, Joe Janish 20 City Attorney, Scott Baumgartner 21 Others 22 23 24 PLEDGE OFALLEGL41VCE - 25 26 FIREFIGHTER PINNING CEREMONY 27 28 Fire Chief Jones came forward and introduced 6 new firefighters. He explained the new recruits 29 have trainedfor the past year to become firefighters. Chief Jones thanked the firefighters, family 30 members, Council, and community for supporting the firefighters during their journey. Chief 31 Jones introduced each firefighter and the family member that is placing the pin on them. Mayor 32 Bukkila conducted the swearing in ceremony for the firefighters and congratulated them on their 33 achievement. 34 35 PROCLAMATION CONSTITUTION WEEK 36 37 Mayor Bukkila proclaimed September 17-23, 2021 as Constitution Week. 38 39 RESIDENT FORUM 40 41 No one appeared before the Council. 42 43 AGENDA APPROVAL 44 45 Motion by Barthel, Seconded by Nelson, to approve the Agenda as presented. Motion carried 46 unanimously. Regular Andover City Council Meeting Minutes —August 17, 2021 Page 2 1 APPROVAL OF MINUTES 2 El August 2, 2021 Regular Meeting Motion by Barthel, Seconded by Nelson, to approve the August 2, 2021 Regular Meeting minutes as presented. Motion carried 4 ayes, I present (Bukkila). CONSENT ITEMS 10 Item 2 11 Item 3 12 13 Item 4 14 15 Item 5 16 Item 6 17 Item 7 18 Item 8 19 Item 9 20 Item 10 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Item 11 Approve Payment of Claims Accept Petition/Waive Public Hearing/Order & Adopt Assessment Roll/21-46/14452 Round Lake Blvd. NW/WM (See Resolution R059-21) Approve Natural Resource Improvement Grant/21-44/lnstallation of a Cedar Tree Revetment/Timber Rivers Park Approve Corrected Ordinance Rezoning Andover Village (See Ordinance 521) Approve Fee Schedule (See Ordinance 522) Receive July 2021 City Investment Reports Receive July 2021 General Fund Budget Progress Report Accept Planning & Zoning Commissioner Resignation Approve Extension of Liquor License/Beef O' Brady's Approve FEMA Assistance to Firefighters Grant (See Resolution R060-21) Motion by Barthel, Seconded by Nelson, to approve the Consent Agenda as read. Motion carried unanimously. ANOKA COUNTYSHERIFF'S OFFICE MONTHLYREPORT Commander Lenzmeier provided a monthly report for July 2021, reporting 1,117 calls for service. He reported 4 burglaries and 18 thefts. Commander Lenzmeier stated there were 4 felony arrests, 8 misdemeanor arrests, and 8 DWIs. He noted there has been an increase in arrests when compared to 2020. Commander Lenzmeier stated three of the DWIs consisted of drivers speeding 30 miles per hour over the posted speed limit. He stated Deputies made 114 traffic stops issuing 76 citations. Commander Lenzmeier explained Anoka County is making stops for minor traffic violations. He stated a Deputy pulled over a vehicle for expired tabs and discovered the car did not have insurance and found 13 grams of meth and .6 grams of fentanyl. Councilmember Butler asked if the numbers in 2020 were lower due to COVID and if 2021 reflects normal activity or if the Council should be concerned about the increase. Commander Lenzmeier stated 2021 is consistent with 2019 and there is not a reason to be concerned at this time. Mayor Bukkila asked Commander Lenzmeier to provide a comparison with 2019 and email it to the Council. 43 SKETCH PLANIPUD CONCEPT PLAN REVIEW — ANDOVER CROSSINGS SKETCH Regular Andover City Council Meeting Minutes —August 17, 2021 Page 3 PLAN— PID# 30-32-24-43-0001— LGA, ANDOVER LLC (APPLICANT) 3 The City Council is requested to review a sketch plan for a commercial and multifamily Planned 4 Unit Development (PUD) known as Andover Crossings for the undeveloped site at the northeast 5 corner of 7th Avenue NW and Bunker Lake Boulevard. Community Development Director Janish 6 reviewed the purpose of a PUD and the requirements of the Met Council for density and 7 affordability. He stated the area is guided residential 12-20 units per acre and includes commercial 8 lots. Mr. Janish stated the development is proposing market rate apartments, assisted living, and 9 commercial uses which have yet to be identified. 10 11 Mr. Janish pointed out the access points, including a new signal on 7' Avenue, access on 7th 12 Avenue, and the potential access on Bunker Lake Boulevard. Mr. Janish identified the utility and 13 wetland locations. 14 15 Mr. Janish explained the developer is requesting deviations for lot area, front yard setbacks, side 16 yard setbacks, width of parking stalls, the number of underground parking stalls, shared access for 17 commercial properties, parking setbacks, and the averaging of density. 18 19 Mr. Janish explained the lot area required by current City Code and stated the developer is 20 proposing to reduce the lot area from 4,000 — 5,000 square feet per bedroom to 2,022-2,786 square 21 feet per bedroom. 22 23 Mr. Janish stated the Planning and Zoning Commission held a public hearing and received 24 comments from residents. The comments included traffic concerns regarding congestion, speed, 25 and safety. Residents also brought up density concerns, environmental concerns, and the number 26 of PUDs the City is approving. Mr. Janish stated the website agenda did not indicate the Planning 27 and Zoning Commission was conducting a public hearing, but all other notification requirements 28 were met. Mr. Janish listed other comments received by the public as written in the staff report. 29 Mr. Janish summarized questions and concerns raised by the Planning and Zoning Commission 30 primarily around traffic, pedestrians, and safety. 31 32 Mr. Janish explained the height of the building will exceed the City Code maximum of 35 feet. 33 He stated the height elevation can exceed 35 feet through a Conditional Use Permit if the 34 development meets certain conditions. 35 36 Blaine Waters, LGA Andover, LLC, came forward and stated they chose this site for the favorable 37 location and mixed usage. Mr. Waters said the site includes 6 acres of commercial property, a 150- 38 unit apartment building, and a 32 -unit assisted living facility. Mr. Waters displayed photos of 39 other projects his company has completed to give the Council an idea of what the Andover site 40 will look like. 41 42 Councilmember Barthel noted one of the commercial buildings was shown as two stories. Mr. 43 Waters stated there are no specified uses for the commercial buildings and the buildings that are 44 shown are for conceptual purposes. Mr. Waters believes most of the businesses will be retail and Regular Andover City Council Meeting Minutes —August 17, 2021 Page 4 one story. 3 Councilmember Nelson asked about the area being pedestrian friendly with sidewalks throughout. 4 Mr. Waters stated the intent is to do a sidewalk along the road that connects Bunker Lake 5 Boulevard and 7'' Avenue. 6 7 Councilmember Butler asked what the plan is for bike and pedestrian crossing at the intersection 8 of Bunker Lake Boulevard and 7a' Avenue. Mr. Janish stated there is a signal at 7" Avenue and 9 Bunker and the expected crossing is at that intersection with existing trails. Councilmember Butler 10 asked if there would be a crossing at the new signal on 7'h Avenue. Mr. Janish stated that was 11 correct. 12 13 Mayor Bukkila asked if there would be pedestrian access from Bunker and 7'h Avenue to the 14 commercial area. Mr. Janish stated they have not discussed a short cut to the commercial area, 15 however, there are connections at the internal intersections. Mayor Bukkila said kids will cut 16 through green space and a trail may as well be built. 17 18 Della Kolpin, developer of the apartment building, came forward and spoke about the trail 19 segments. She said the assisted living facility will have a trail and the apartment complex will 20 connect to it. She stated there will be sidewalks along the residential side to ensure pedestrians 21 can get around safely. Councilmember Nelson stated the goal is to make it pedestrian friendly and 22 safe. 23 24 Ms. Kolpin noted the site is 6.73 acres and they are proposing a 3 -story building with 150 units 25 and a below grade parking garage with two entrances. She explained how the building was oriented 26 to maximize sunlight. She addressed the fire lane on each side of the building connected by a 27 walking path behind the building. Ms. Kolpin identified the amenities of the building including a 28 playground, community room, community patio, fitness center, dog wash, dog park, and business 29 center. Ms. Kolpin explained the formula they used to determine parking: 1 stall per studio unit, 30 1.5 stalls per 1 bedroom unit, and 2 stalls per 2 -bedroom units. She noted the apartment building 31 grounds has 44% green space. Ms. Kolpin explained they are focusing on office space in each unit 32 and an expanded business center.. She showed an example of a three-story building with a gabled 33 roof at a height of 40 feet. She showed examples of interior photos. 34 35 Councilmember Holthus asked about the fire lane access on the east side and if the emergency 36 vehicle can go on the trail. Ms. Kolpin stated the fire vehicles can go as far as the fire lane and will 37 not go on the trail. Ms. Kolpin stated the fire lanes are built to accommodate the truck and length 38 of the hose. 39 40 Councilmember Holthus asked if there would be a property manager on site and if they would be 41 available 24 hours a day. Ms. Kolpin stated it is yet to be determined. She said there will be a 42 manager, assistant manager, and maintenance. 43 44 Councilmember Barthel asked why the underground parking stalls are 9 feet instead of 10 feet Regular Andover City Council Meeting Minutes —August 17, 2021 Page 5 wide. Ms. Kolpin stated the 9 -foot width gets them as close to the desired number of parking stalls and gives them a good layout with the building's structure. She said the spaces on the surface will be 10 feet wide. 5 Councilmember Nelson asked how much above ground the garage would be. Ms. Kolpin stated 6 the garage is below grade. Councilmember Nelson asked why the City Code is set at 35 feet. Mr. 7 Janish does not know why it is set at 35 feet but says City Code does allow the height to exceed 8 35 feet if conditions are met. He explained the main reason to ensure the Fire Department can fight 9 a fire at the height of the building. 10 11 Councilmember Holthus asked for the timeline of the reconstruction of 7t' Avenue and 12 recommended a trail along the road. Public Works Director/City Engineer Berkowitz stated the 13 City is working with the County on Federal Aid Applications to redo 7a' Avenue going north. He 14 said there is not a timeline at this point and any project will be driven by the funding. Mr. Berkowitz 15 noted a trail along 7a' Avenue is in the city trail plan. 16 17 Councilmember Holthus asked if the trail proposed in the development will connect to the City of 18 Anoka trails at the new signal. Mr. Berkowitz believes there is a connection to the City of Anoka 19 trail and if there is not, the City will look at building a trail connection with the signal 20 improvements. 21 22 Mayor Bukkila said the development has come a long way since it was first discussed. She stated 23 the project is a first of its kind in Andover and it creates anxiety in residents. Mayor Bukkila likes 24 the layout of the current concept plan. She is concerned with the parking and would like as much 25 indoor parking as possible to reduce opportunities for theft. Mayor Bukkila noted the assisted 26 living facility may be converted to another usage in the future, so the limited parking is concerning. 27 Mayor Bukkila would like to see pedestrian crossing in the development due to the fact that kids 28 will not go out of their way to cross at an intersection to get to the commercial area. 29 30 Mayor Bukkila stated she is open to a flat roof as long as it works with the development. 31 Councilmember Holthus stated a gabled roof adds class. Councilmember Butler agreed the gabled 32 roof looks nicer. 33 34 Councilmember Butler encouraged the developer to work on a natural flow of pedestrian access 35 to ensure safety. 36 37 Councilmember Barthel would be open to a flat roof because a gabled roof adds a lot of height. 38 Mayor Bukkila said a flat roof can be used for an amenity. Councilmember Nelson is open to both 39 and is concerned about the height. 40 41 Mayor Bukkila asked about the stormwater pond on the east side if they are installing safety 42 precautions since it is close to the playground. Ms. Kolpin said it is a filtration pond and there 43 won't be water in it most of the time. She said they are moving one of the ponds. 44 Regular Andover City Council Meeting Minutes — August 17, 2021 Page 6 1 Wade Tollefson, with the assistant living facility, came forward and said they are out of Anoka 2 and have done projects in Andover. Mr. Tollefson explained the senior building will consist of 32 3 units on one level. They will be the contractor, owner, and operator of the building. Mr. Tollefson 4 displayed a rendering of the building and described the exterior. He stated there will be a fenced 5 in patio and a walking path that connects to the development's trails. Mr. Tollefson displayed 6 photos of a similar building using high end finishes with eating and activity areas. The facility will 7 have a commercial kitchen and salon. Mr. Tollefson said the building has two wings: one assisted 8 living and one memory care. He described the amount and type of staffing including aides, nurses, 9 chef, activities director, and building manager. Mr. Tollefson addressed the parking and said they 10 are looking to have 20 parking stalls which is similar to their other facilities. 11 12 Councilmember Nelson asked if the memory care unit will be locked down. Mr. Tollefson said the 13 entire building is locked and a code or access card is needed to come and go. Councilmember 14 Nelson asked if there would be a medical director. Mr. Tollefson said they have an Executive 15 Director license and all the other licenses that a care center needs. He said a registered nurse is on 16 site during the week and a doctor comes in as needed. 17 18 Fire Chief Jones came forward and said he has reviewed the plan. He said the building is 19 sufficiently protected by sprinklers. His biggest concern is access for the fire trucks. Chief Jones 20 requested the fire lanes be longer. He said with sprinklers, fires are statistically contained to the 21 unit involved. 22 23 Mayor Bukkila asked if the Fire Department would review the landscape plan. Mr. Janish said the 24 plans go through the Andover Review Committee which includes every department for their 25 comments. 26 27 Mayor Bukkila asked what the timeline is for the project. Mr. Janish stated it depends on when 28 they apply. He believes they are looking at a spring 2022 start. Mr. Janish said staff and the 29 developer work on the plan several times before bringing it to the Planning and Zoning 30 Commission. Mr. Janish explained there will be several opportunities for public comment 31 regarding the project. 32 33 Councilmember Barthel stated he is fine with 9 -foot stalls in the underground garage. He wants 34 more than 16 stalls for the assisted living facility and with 10 -foot stalls outdoors. He stated if 35 there are any two-story commercial buildings, he would prefer them located on Bunker Lake 36 Boulevard. The Council reached consensus for as much indoor parking with 9 -foot stalls as 37 possible and outdoor stalls remaining at 10 feet. 38 39 Mayor Bukkila referring to the assisted living facility said the Council has to look at the fixture of 40 Andover and how this development can change. She said they are willing to concede some items, 41 but they want to be as close to the Code as they can. 42 43 PUBLIC HEARINGIPRIVATE KENNEL LICENSE/3300153RD AVENUE — APPLICATION Regular Andover City Council Meeting Minutes —August 17, 2021 Page 7 WITHDRAWN 3 RESCHED VIE NO VEMBER 2, 2021 COUNCIL MEETING 4 5 Motion by Holthus, Seconded by Barthel, to reschedule the November 2, 2021 Regular Council 6 Meeting to Monday, November 1, 2021. Motion carried unanimously. 7 8 ADMINISTRATOR'S REPORT 9 10 City Staff updated the Council on the administration and city department activities, legislative 11 updates, updates on development/CIP projects, and meeting reminders/community events. 12 13 (Public Works/Engineering) — Mr. Berkowitz stated the City has issued 86 new home starts. He 14 updated the Council on development projects under construction and under review. He stated the 15 Lift Station 11 project has begun. 16 17 (Community Development) — Mr. Janish stated the Planning and Zoning Commission will meet 18 on August 20 for public hearings on the Fields at Winslow Cove and the Meadows at Nightingale. 19 Mr. Janish noted the asphalt will be replaced at one of the four-plexes owned by the EDA. 20 21 (Fire Department) — Chief Jones stated the Fire Department requested a grant through FEMA for 22 communications. He explained the purpose and benefits of improving communications. The Fire 23 Department received a $189,000 grant and the City contributed $17,000. Mayor Bukkila said she 24 appreciates the efforts of the Fire Department to pursue outside funds and improving the Fire 25 Department processes. 26 27 MAYORICOUNCIL INPUT 28 29 Nothing was reported. 30 31 ADJOURNMENT 32 33 Motion by Holthus, Seconded by Barthel, to adjourn. Motion carried unanimously. The meeting 34 adjourned at 8:51 p.m. 35 36 37 Respectfully submitted, 38 39 Shari Kunza, Recording Secretary 40 TimeSaver Off Site Secretarial, Inc. 41 Regular Andover City Council Meeting Minutes —August 17, 2021 Page 8 REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —AUGUST 17, 2021 TABLE OF CONTENTS PLEDGEOF ALLEGIANCE......................................................................................................... 1 FIREFIGHTER PINNING CEREMONY...................................................................................... 1 PROCLAMATION — CONSTITUTION WEEK........................................................................... 1 RESIDENTFORUM...................................................................................................................... I AGENDAAPPROVAL.................................................................................................................. 1 APPROVALOF MINUTES........................................................................................................... 2 CONSENTITEMS......................................................................................................................... 2 Item 2 Approve Payment of Claims............................................................................................ 2 Item 3 Accept Petition/Waive Public Hearing/Order & Adopt Assessment Roll/21-46/14452 Round Lake Blvd. NW/WM (R059-21).......................................................................... 2 Item 4 Approve Natural Resource Improvement Grant/21-44/Installation of a Cedar Tree Revetment/Timber Rivers Park........................................................................................ 2 Item 5 Approve Corrected Ordinance Rezoning Andover Village (Ord. 521) ........................... 2 Item 6 Approve Fee Schedule (Ord. 522)................................................................................... 2 Item 7 Receive July 2021 City Investment Reports.................................................................... 2 Item 8 Receive July 2021 General Fund Budget Progress Report .............................................. 2 Item 9 Accept Planning & Zoning Commissioner Resignation .................................................. 2 Item 10 Approve Extension of Liquor License/Beef O' Brady's................................................... 2 Item I 1 Approve FEMA Assistance to Firefighters Grant(R060-21).......................................... 2 SKETCH PLAN/PUD CONCEPT PLAN REVIEW — ANDOVER CROSSINGS SKETCH PLAN — PID# 30-32-24-43-0001— LGA, ANDOVER LLC (APPLICANT) ............... 2 PUBLIC HEARING/PRIVATE KENNEL LICENSE/3300 153RD AVENUE — APPLICATION WITHDRAWN................................................................................................................ 6 RESCHEDULE NOVEMBER 2, 2021 COUNCIL MEETING .................................................... 7 ADMINISTRATOR'S REPORT.................................................................................................... 7 (Public Works/Engineering)........................................................................................................... 7 (Community Development)............................................................................................................ 7 (Fire Department)............................................................................................................................ 7 MAYOR/COUNCIL INPUT.......................................................................................................... 7 ADJOURNMENT........................................................................................................................... 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ANDOVER CITY COUNCIL WORKSHOP MEETING—AUGUST 24, 2021 MINUTES The Workshop Meeting of the Andover City Council was called to order by Mayor Sheri Bukkila, August 24, 2021, at 6:00 p.m., at the Andover City Hall, Conference Rooms A&B, 1685 Crosstown Blvd NW, Andover, Minnesota. Councilmembers present remotely: Valerie Holthus, Jamie Barthel, Ted Butler, and Randy Nelson Councilmember absent: None Also present: City Administrator Jim Dickinson City Engineer/Public Works Director David Berkowitz Commander Lenzmeier Others PRESENTATION OF THE 2022 LAW ENFORCEMENT CONTRACT Chief Deputy Kevin Halweg stated he is attending on behalf of Sheriff Stuart who was unable to attend. Commander Lenzmeier stated the Sheriff's Department isn't proposing any changes in level of service, however, there is a 1.6% overall increase in the contract costs. He outlined the items that contributed to the increase. Councilmember Barthel asked if the costs of vehicles will continue to go up because Dodge is the only one making police vehicles. Commander Lenzmeier stated Ford is still in the market with SUVs, but they prefer the sedan model. He stated in some instances they need the Durango models for the storage of equipment. Councilmember Butler asked how long a police vehicle lasts. Commander Lenzmeier stated a squad will last around 3 years. Councilmember Butler asked about staff turnover. Commander Lenzmeier stated there were several retirements. Chief Deputy Halweg indicated many deputies did not provide lengthy notice of retirement leading to a shortage of deputies. He encouraged qualified individuals to apply. Chief Deputy Halweg stated the County cannot compete with suburban police departments with pay, however, they can provide a wide variety of opportunities. Andover City Council Workshop Meeting Minutes —August 24, 2021 Page 2 Commander Lenzmeier outlined the items contained within the Vehicle Maintenance Budget. 4 Mayor Bukkila asked about the Crime Prevention Budget and what Andover has received from 5 the Crime Prevention Unit. Commander Lenzmeier stated staff perform Child Safety Seat 6 inspections, body camera footage review, Safety Camp, and community outreach. He stated the 7 Crime Prevention Unit has operated differently due to COVID. Mr. Dickinson said they are also 8 monitoring social media and informing the City of applicable matters. Commander Lenzmeier 9 stated they have done "drive-by parties", coffee, outreach to day cares, and senior facilities. 10 11 Commander Lenzmeier stated they have seen an increase in drugs coming into Andover. He said 12 there are homes that are known to them as drug houses. He explained they have taken a proactive 13 approach and have utilized unmanned aerial vehicles (UAV) in a variety of situations. 14 15 UPDATE OF 2022-2026 CIP FOR PARKS 16 17 The City Council is requested to review and discuss the 2022-2026 Parks CIP. Mr. Haas explained 18 the Park and Recreation Commission recommended approval of the Parks CIP and includes the 19 following projects in 2022: 20 • Pine Hills North Parking Lot Pavement 21 • Pine Hills South Parking Lot Pavement 22 . Oak Bluff Park 23 • Sunshine Park Safety Netting 24 • Andover Station North Safety Netting 25 . $25,000 in Miscellaneous Projects 26 27 Mr. Haas listed the projects the Parks and Recreation Commission recommended approval for in 28 2023: 29 • Lunds Park North Playground 30 • Prairie Knoll Park Warming House Expansion 31 • Hidden Creek North Park Shelter 32 • $25,000 in Miscellaneous Projects 33 34 Mayor Bukkila asked if the Prairie Knoll warming house expansion is staff or community driven. 35 Mr. Haas stated the warming house is too small and needs to be expanded, the Andover Football 36 Association (AFA) recently came to the city and suggested the need for a second floor for storage. 37 38 Mayor Bukkila asked if the Prairie Knoll expansion is on the future facility list as she has not heard 39 of this in the budget before. Councilmember Butler stated it has been a topic since he has been on 40 the Parks Commission. Mr. Dickinson stated there has been a lot of discussion about the 41 concession stand. Mr. Haas stated the current warming house section would convert to more 42 concession stand and the addition would be for the warming house. He stated they are waiting for Andover City Council Workshop Meeting Minutes —August 24, 2021 Page 3 a formal commitment and financial contribution from AFA before deciding on a plan. Mr. Berkowitz stated the city contribution to the expansion will come out of park dedication because it is a new project. 5 Mayor Bukkila asked who is driving the project. Mr. Haas stated staff suggested the expansion of 6 the warming house and AFA wants to increase storage and add a second floor. Mayor Bukkila 7 asked what size the addition would be. Mr. Haas stated it would be a 15x20 expansion for the 8 warming house. Mr. Dickinson stated by partnering with the AFA, the City is able to get a better 9 project that will benefit the City and AFA. Councilmember Holthus asked how much AFA can 10 contribute. Mr. Dickinson replied that is unknown, but he estimated that at least $150,000 would 11 be needed to get the project moving forward, maybe more. 12 13 Councilmember Holthus asked about the parking lot, neighborhood concerns, and vandalism. Mr. 14 Haas said they haven't seen vandalism but received some complaints about lacrosse balls in 15 neighbors' yards. 16 17 Mayor Bukkila said the bulk of Park Dedication fees are going to come in quick and fast and 18 recommends nailing down the focus of where the funds will go. 19 20 The Council discussed items in the Parks CIP and costs associated with them. Mayor Bukkila 21 commented that the cost seems high on several items such as picnic shelters and safety netting. 22 Mayor Bukkila asked for a breakdown on the cost of safety netting and how often it needs to be 23 replaced. 24 25 Mr. Dickinson asked if the Council wanted to modify the Parks CIP that was recommended by the 26 Park and Recreation Commission. The Council discussed the $25,000 Miscellaneous Funds and 27 how it is going to be used. The Council requested itemized expenses of Miscellaneous Funds for 28 the past 10 years. Mr. Berkowitz stated the $25,000 is important and covers the little items that 29 come up, such as a safety light. He said the Park and Recreation Commission has used the funds 30 well and larger cost items in the Miscellaneous Fund will go to the Council for approval. 31 32 The Council reached consensus to support the recommendation of the Park and Recreation 33 Commission for inclusion in the 2022-2026 CIP. 34 35 UPDATE OF PROGRAMMING—ACTIVITIESIMUSIC IN THE PARK 36 37 Mr. Haas stated the Park and Recreation Commission is planning a Movie in the Park this year 38 and the Commission indicated they would like to have at least 2 movies in 2022. He said they 39 would also like to add Music in the Park in 2022 as well. Mr. Haas asked if there is interest from 40 the Council to implement recreational programming and if so, it may be necessary to hire a 41 Recreation Specialist to manage the programs. 42 Andover City Council Workshop Meeting Minutes —August 24, 2021 Page 4 1 Mr. Dickinson said the Park and Recreation Commission is looking at a $10,000 budget for 2022 2 and the City can use an existing staff to implement the programs. He stated if the vision is to 3 increase programming, a new position may be needed. 4 Mayor Bukkila said the EDA sponsored Music in the Park at Andover Station and the events were not well attended. She said she can see a place for it in the City Center Complex but not at this time. Mr. Dickinson said the Park and Recreation Commission would like to have food trucks and they may not be able to at the City Center Complex due to the exclusive contract with Subway. 10 Mr. Dickinson recommended the Fun Fest location and renting a stage for Music in the Park. He 11 asked if Council wanted alcohol at the concert/movie. Mayor Bukkila said if the Lions or a 12 community-based organization can run it, then possibly. Mayor Bukkila stated residents go out of 13 town on weekends during the summer and recommended a fall series. 14 15 The Council supported a $10,000 budget for special event programming and two Movies in the 16 Park for 2022. The Council is not in favor of Music in the Park at this time. The Council would 17 like to see a tree lighting ceremony and special events in the spring/fall/winter. 18 19 2022-2026 CIP DEVELOPMENT DISCUSSION 20 21 Mr. Dickinson reviewed the 2022-2026 CIP by City department and item. The Council asked for 22 clarification and explanation on some items: 23 • Community Center roof replacement will come out of Community Center Operations using 24 Capital Reserve Funds. 25 • Emergency Management: Mayor Bukkila was concerned that there is not a backup 26 Emergency Operations Center. Mr. Dickinson explained they can use another City facility 27 as a backup. 28 • Engineering: the railroad underpass is still in CIP but is unlikely to be constructed. 29 • Park & Rec Projects 30 o Dog Park Parking Lot and Trail — Mayor Bukkila is not on board with this item 31 and wants to see an annual maintenance cost and long-term maintenance costs. 32 o Dalske Preserve Boardwalk is on the CIP as a placeholder. Staff are looking for 33 funding through grants. 34 o Butler asked for open space and preserves to be listed together in the parks 35 inventory on the city website. 36 37 Mr. Dickinson presented sources of revenue and projected expenditures for the following funds: 38 Road and Bridge, Parks, Trails, Capital Equipment Reserve, Building, Water, Sewer, and Storm 39 Sewer. 40 41 Mr. Dickinson presented the Road and Bridge Fund sources of revenue and projected expenditures. 42 He said there is a projected deficit in 2025 and would like to remedy that through a bond of $7 Andover City Council Workshop Meeting Minutes —August 24, 2021 Page 5 million. He indicated the trail fund is low and is a trouble spot as well. 3 Mr. Dickinson stated staff can still receive questions from Council over the coming month via 4 email and staff will address those questions at the September meeting. 6 2022 BUDGET DEVELOPMENT DISCUSSION 7 8 Mr. Dickinson reviewed the 2022 Budget Development guidelines and highlighted changes since 9 the Council's last discussion. 10 11 Mr. Dickinson explained the largest increase is in Fire Department staffing. He said the Fire Chief 12 will make a presentation to Council in September. Mr. Dickinson would like to fill the Assistant 13 Chief position and explained the problem the City is having with response time. He stated the City 14 is looking at further expanding duty crew shifts during peak times. The Council discussed options 15 for Fire Department staffing, recruitment/retention, and possible solutions. Mayor Bukkila asked 16 Mr. Dickinson to make a presentation and host a Q & A to explain the problem and possible 17 solutions to the firefighters. Mayor Bukkila recommended hiring the Assistant Fire Chief sooner 18 than later to help the Fire Department through transition. Mr. Dickinson state he thought starting 19 with meeting with the Chief and officers would be his starting point and then enlist them to assist 20 with the messaging. 21 22 Mr. Dickinson addressed upcoming retirements, payment of current positions, a placeholder for 23 COLA adjustment, and a significant increase in health plan cost. He hasn't heard anything back 24 from the Public Works Union regarding contract negotiations since delivering the last city 25 proposal. 26 27 Mayor Bukkila polled the Council on increasing the Commission per diem starting in 2022. The 28 Council was in favor of increasing the per diem to $50 per meeting for Commissioners and $60 29 for the Chair. 30 31 Mr. Dickinson addressed the 2022 Debt Service Levy and noted 2021 was the last year of the Open 32 Space Referendum Levy. Mr. Dickinson after reviewing the General Fund Fund Balance 33 recommended transferring $750,000 to the Road and Bridge Fund to assist funding the mill and 34 overlay program, the Council concurred. 35 36 Mr. Dickinson stated Administration is proposing an 8% increase in property tax levy due to mill 37 and overlay bonding, addressing Fire Department staffing, employee health insurance costs, and 38 an increase in workers compensation insurance. 39 40 Mr. Dickinson presented revenue options for the Roads and Bridge Fund and costs related to 41 bonding versus raising property taxes. The Council discussed and debated the best option to 42 choose. The Council agreed to create a long-term plan to maintain the road and bridge fund, which Andover City Council Workshop Meeting Minutes —August 24, 2021 Page 6 1 includes a bonding option. 2 3 PREVIEW/DISCUSS 2022 PRELIMINARY PROPERTY TAX LEVY 4 5 Mr. Dickinson stated the Council will need to adopt a preliminary tax levy by the end of 6 September. Staff is currently proposing an 8% increase and stated the Council can lower it but not 7 raise it after the preliminary is set. An infusion of funds to the mill & overlay program is the 8 primary driver of the substantive increase. 9 10 STREET RECONSTRUCTIONASSESSMENT OPTIONS 11 12 Mr. Berkowitz presented three scenarios for assessments to the Council for street reconstruction 13 located in the Timber Rivers and Rolling Meadows neighborhoods. 14 15 • Scenario 1: residents pay the same rate regardless of lot size 16 • Scenario 2: break the area into two sections — Timber Rivers East / Timber Rivers West 17 and Rolling Meadows 18 • Scenario 3: break the area into three sections — Timber Rivers East/ Timber Rivers West/ 19 Rolling Meadows 20 21 Mr. Berkowitz explained that there will be unhappy residents with any scenario the Council 22 chooses. Mr. Dickinson stated the City has historically Andover assessed by unit and 23 recommended continuing that process. The Council discussed options and asked staff to come 24 back with a 41h scenario. 25 26 OTHER ITEMS 27 28 None. 29 30 ADJOURNMENT 31 32 Motion by Holthus, seconded by Butler, to adjourn the meeting at 9:23 p.m. Motion carried 33 unanimously. 34 35 Respectfully submitted, 36 37 Shari Kunza, Recording Secretary 38 TimeSaver Off Site Secretarial, Inc. 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 Administrs FROM: Lee Brezinka, Finance Manager SUBJECT: Payment of Claims DATE: September 7, 2021 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. DISCUSSION Claims totaling $341,437.54 on disbursement edit list #1 - #5 from 08/19/2021 to 09/03/2021 has been issued and released. Claims totaling $157,896.00 on disbursement edit list #6 dated 09/07/2021 will be issued and released upon approval. BUDGETIMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REQUESTED The Andover City Council is requested to approve total claims in the amount of $499,333.54. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted, Lee Brezinka Attachments: Check Proof Lists Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 08/19/2021 - 3:22PM Batch: 00419.08.2021 Invoice No Description �l Amount Payment Date Acct Number NDOVER Reference Vendor: AceSolid Ace Solid Waste, Inc. Check Sequence: 1 ACH Enabled: False 7071300 08/21 Commercial Waste & Recycling 587.77 08/20/2021 2130-44000-62020 7071300 08/21 Commercial Waste & Recycling 587.77 08/20/2021 2130-44100-62020 Check Total: 1,175.54 Vendor: AME AME Red -E - Mix, Inc. Check Sequence: 2 ACE Enabled: False 135958 Blocks 2,700.00 08/20/2021 0101-43100-61020 Check Total: 2,700.00 Vendor: Beacon Beacon Athletics Check Sequence: 3 ACH Enabled: False 0534828 -BJ Goal Line Aerosol White Paint 4,036.00 08/20/2021 0101-00000-24201 Check Total: 4,036.00 Vendor: DehnOil Dehn Oil Company Check Sequence: 4 ACH Enabled: False 84553 Diesel Fuel 116.85 08/20/2021 2130-44000-61020 87896 Diesel Fuel 4,282.50 08/20/2021 6100-48800-61050 87897 Unleaded Fuel 2,695.00 08/20/2021 6100-48800-61045 Check Total: 7,094.35 Vendor: OST16061 Girl Scouts Troop 16061 Check Sequence: 5 ACH Enabled: False GS -2017 Replace Lost Check from 07/25/2017 120.00 08/20/2021 0101-46000-63010 Check Total: 120.00 Vendor: GopherSt Gopher State One -Call Inc Check Sequence: 6 ACH Enabled: False 1070178 Billable Locates for July 2021 349.65 08/20/2021 5100-48100-63040 1070178 Billable Locates for July 2021 349.65 08/20/2021 5200-48200-63040 Check Total: 699.30 AP -Computer Check Proof List by Vendor (08/19/2021 - 3:22 PM) Page 1 Invoice No Description Vendor: Hawkins2 Hawkins Inc 4995538 Chemicals for Water Treatment Plant 4998652 ACH Enabled: False Chemicals for Water Treatment Plant 08/20/2021 510048100-61040 Check Total: Vendor: JohnCont Johnson Controls, Inc 1-106267332532 August 2021 Maintenance Contract Check Total Vendor: LepageSo Lepage & Sons 144448 1,256.00 Trash Removal for Parks Department 2130-44000-62300 Check Total: Vendor: MacQueen MacQueen Equipment Inc. P36098 Misc. Sewer Supplies P36098 456.98 Misc. Storm Sewer Supplies 0101-45000-62020 Check Total: Vendor: Menards Menards Inc 55616 Picture Hanging Strips 55827 1,144.06 Seat Console 55868 Wasp & Hemet Killer 56080 5300-48300-61145 Misc. Supplies 56117 Misc. Supplies 56139 Striping Paint Yellow & Wasp Killer 56143 ACH Enabled: False Misc. Supplies 56159 0101-41920-61120 Misc. Supplies 56207 08/20/2021 5 Qt Colander 56229 12.91 Tapeons 0101-43300-61020 Check Total: Vendor: Mickman Mickman Brothers Inc. 6031 08/20/2021 2021 Lawn Contract @ City Hall 6032 202.26 2021 Lawn Contract @ Community Ctr 6033 2021 Lawn Contract @ Crosstown Drive 6034 0101-41920-61120 2021 Lawn Contract @ Fire Staiton #1 6035 08/20/2021 2021 Lawn Contract @ Fire Staiton #2 6036 5.98 2021 Lawn Contract @ Fire Staiton #3 Amount Payment Date Acct Number Reference Check Sequence: 7 ACH Enabled: False 5,405.92 08/20/2021 510048100-61040 6,118.75 08/20/2021 5100-48100-61040 11,524.67 Check Sequence: 8 ACH Enabled: False 1,256.00 08/20/2021 2130-44000-62300 1,256.00 Check Sequence: 9 ACH Enabled: False 456.98 08/20/2021 0101-45000-62020 456.98 Check Sequence: 10 ACH Enabled: False 1,144.06 08/20/2021 5200-48200-61140 1,144.05 08/20/2021 5300-48300-61145 2,288.11 Check Sequence: 11 ACH Enabled: False 20.90 08/20/2021 0101-41920-61120 9.99 08/20/2021 0101-43100-61020 12.91 08/20/2021 0101-43300-61020 17.04 08/20/2021 2130-44300-61020 17.97 08/20/2021 0101-43100-61020 202.26 08/20/2021 0101-45000-61105 57.82 08/20/2021 0101-41920-61120 103.88 08/20/2021 0101-43100-61020 5.98 08/20/2021 5100-48100-61005 43.94 08/20/2021 0101-45000-61105 492.69 Check Sequence: 12 ACH Enabled: False 468.14 08/20/2021 0101-41910-63010 638.14 08/20/2021 2130-44000-63010 225.57 08/20/2021 0101-45000-63010 547.57 08/20/2021 0101-41920-63010 314.29 08/20/2021 0101-41920-63010 330.39 08/20/2021 0101-41920-63010 AP -Computer Check Proof List by Vendor (08/19/2021 - 3:22 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/19/2021 - 3:22 PM) 2,524.10 c<nn 19.86 19.86 202.29 202.29 444.30 3,139.32 3,531.34 3,448.86 4,950.76 15,070.28 243.95 243.95 3,658.60 3,658.60 1,277.89 101.85 1,379.74 111.95 111.95 Check Sequence: 13 08/20/2021 2130-44300-61020 Check Sequence: 14 08/20/2021 2130-44000-61005 08/20/2021 2130-44300-61005 08/20/2021 2130-44000-61005 08/20/2021 2130-44300-61005 Check Sequence: 15 08/20/2021 5100-48100-63010 08/20/2021 5200-48200-63010 08/20/2021 0101-43600-63010 08/20/2021 5300-48300-63010 Check Sequence: 16 08/20/2021 610048800-61115 Check Sequence: 17 08/20/2021 6100-48800-62305 Check Sequence: 18 08/20/2021 0101-43100-61005 08/20/2021 010145000-61020 Check Sequence: 19 08/20/2021 5100-48100-61135 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 3 Check Total: Vendor: MRCutEdg MR Cutting Edge 3583 Ice Scraper Blade Check Total: Vendor: OftDepot Office Depot 185597170001 CC Office Depot Supplies 185597170001 CC Office Depot Supplies 185659089001 CC Office Depot Supplies 185659089001 CC Office Depot Supplies Check Total: Vendor: OPUS21 OPUS 21 210710 July 2021 Utility Billing 210710 July 2021 Utility Billing 210710 July 2021 Utility Billing 210710 July 2021 Utility Billing Check Total: Vendor: R&R R&R Specialties of Wisconsin 0073227 -IN Water Valve & Valve Ball for Unit #452 Check Total: Vendor: TurleyR Ron TSLrley Associates, Inc. 61243 RTA Maintenance Contract Renewal Check Total: Vendor: SafeFast Safe -Fast, Inc. INV248743 Class 2 T -Shirts & Sweatshirs INV248743 Class 2 T -Shirts & Sweatshirs Check Total Vendor: USABlue USA Blue Book 674823 Replacement 3/8 in CPVC Quill Check Total: AP -Computer Check Proof List by Vendor (08/19/2021 - 3:22 PM) 2,524.10 c<nn 19.86 19.86 202.29 202.29 444.30 3,139.32 3,531.34 3,448.86 4,950.76 15,070.28 243.95 243.95 3,658.60 3,658.60 1,277.89 101.85 1,379.74 111.95 111.95 Check Sequence: 13 08/20/2021 2130-44300-61020 Check Sequence: 14 08/20/2021 2130-44000-61005 08/20/2021 2130-44300-61005 08/20/2021 2130-44000-61005 08/20/2021 2130-44300-61005 Check Sequence: 15 08/20/2021 5100-48100-63010 08/20/2021 5200-48200-63010 08/20/2021 0101-43600-63010 08/20/2021 5300-48300-63010 Check Sequence: 16 08/20/2021 610048800-61115 Check Sequence: 17 08/20/2021 6100-48800-62305 Check Sequence: 18 08/20/2021 0101-43100-61005 08/20/2021 010145000-61020 Check Sequence: 19 08/20/2021 5100-48100-61135 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 3 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Verizon Verizon Wireless 9885351348 Storm Water Pump 9885351349 Trail Cams @ Hawkridge Park 34.35 Check Total: Vendor: VikElecS Viking Electric Supply S004920924.001 Car Wash Emergency Light 50.04 Check Total: Vendor: VikIndus Viking Industrial Center 3221577 Leather Driving Gloves 3221577 Leather Driving Gloves 3221577 Leather Driving Gloves Check Total: Total for Check Run: Total of Number of Checks: 56,341.69 22 AP -Computer Check Proof List by Vendor (08/19/2021 - 3:22 PM) Page 4 Check Sequence: 20 ACH Enabled: False 34.35 08/20/2021 5300-48300-62030 50.04 08/20/2021 0101-45000-62030 84.39 Check Sequence: 21 ACH Enabled: False 90.65 08/20/2021 6100-48800-63005 90.65 Check Sequence: 22 ACH Enabled: False 278.37 08/20/2021 0101-45000-61020 278.36 08/20/2021 010143100-61020 278.36 08/20/2021 5300-48300-61020 56,341.69 22 AP -Computer Check Proof List by Vendor (08/19/2021 - 3:22 PM) Page 4 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 08/23/2021 - 10:51AM Batch: 00423.08.2021 Invoice No Description )f I Amount Payment Date Acct Number Vendor: BlakeSta Stacey Blake 3212 - Escrow 3212 143rd Ave NW - Pool Escrow 1,500.00 Check Total: 1,500.00 Vendor: KinectEG Kinect Energy Group 331157/11171502 Community Center 5,439.85 331157/11171508 Public Works 178.80 Check Total: 5,618.65 Total for Check Run: 7,118.65 Total of Number of Checks: 2 Check Sequence: 1 08/23/2021 0101-00000-24217 Check Sequence:2 08/23/2021 2130-44000-62015 08/23/2021 0101-41930-62015 Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/23/2021 - 10:51 AM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 08/26/2021- 1:51PM Batch: 00425.08.2021 NDOt�ER Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3M 3M Check Sequence: 1 ACH Enabled: False 9412325879 Sign Supplies 1,327.50 08/24/2021 0101-43300-61030 Check Total: 1,327.50 Vendor: AESystem AE Systems, LLC Check Sequence: 2 ACH Enabled: False 11778-2021-1 Repair Intenment Voltage Problem @ WTP 261.00 08/24/2021 5100-48100-63100 Check Total: 261.00 Vendor: AmazonBu Amazon Capital Services Check Sequence: 3 ACH Enabled: False 167Y-DLGY-3X6K Monitor Desk Mount for 2 Screens 25.39 08/24/2021 0101-41600-61020 Check Total: 25.39 Vendor: AnkCity City of Anoka Check Sequence: 4 ACH Enabled: False INVO0971 Traffic Signal - Bunker & 7th Ave 30.18 08/24/2021 0101-43400-62005 Check Total: 30.18 Vendor: AnkChamb Anoka Area Chamber of Commerce Check Sequence: 5 ACH Enabled: False 28323 Annual Membership Dues 410.00 08/24/2021 2110-46500-61320 Check Total: 410.00 Vendor: AnkCo16 Anoka Co Sheriff- Andover Check Sequence: 6 ACH Enabled: False 2021 2021 Safety Camp Expenses 478.10 08/24/2021 0101-00000-24210 Check Total: 478.10 Vendor: AnkC001 Anoka Co Treasurer Check Sequence: 7 ACH Enabled: False AR018728 1-XTS Shoulder Mic 66.75 08/24/2021 0101-42200-61205 B210811BB Site 13 Sept -Dec 2021 Cac Fibe Water Tower 300.00 08/24/2021 5100-48100-62030 HWYSQ122021 Signal Andover&Crosstown 159.64 08/24/2021 0101-43400-63100 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PK Page 1 Invoice No Description Amount Payment Date Acct Number Reference HWYSQ122021 Signal Bunker &Quinn 210.65 08/24/2021 0101-00000-11310 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 2 Check Total: 737.04 Vendor: AspenMil Aspen Mills Check Sequence: 8 ACH Enabled: False 278873 Uniform for Joe Cairl 255.65 08/24/2021 0101-42200-61305 278885 Uniform for BJ McElrath 207.80 08/24/2021 0101-42200-61305 Check Total: 463.45 Vendor: AssurSec Assured Security Check Sequence: 9 ACH Enabled: False C103893 Cut Keys 25.00 08/24/2021 0101-41910-63010 Check Total: 25.00 Vendor: BakerBjo Bjorn Baker Check Sequence: 10 ACH Enabled: False Rent Overpayment 695.00 08/24/2021 4520-49300-58105 Damage Deposit - 2543 BLB #2 760.02 08/24/2021 4520-00000-24201 Check Total: 1,455.02 Vendor: BjorkCom Bjorklund Companies LLC Check Sequence: I1 ACH Enabled: False 37336 Black Dirt 1,248.00 08/24/2021 0101-45000-61130 Check Total: 1,248.00 Vendor: BoyerTru Boyer Trucks Check Sequence: 12 ACH Enabled: False O11`1712 Return Brake CHamber for Unit #198 -148.16 08/24/2021 6100-48800-61115 07PI1818 Fuel Tank for Unit #203 972.66 08/24/2021 6100-48800-61115 Check Total: 824.50 Vendor: BrVWWiCI Brightview Window Cleaning Check Sequence: 13 ACH Enabled: False 11415 Window Cleaning 824.40 08/24/2021 2130-44300-63100 11415 Window Cleaning 1,123.20 08/24/2021 2130-44400-63100 Check Total: 1,947.60 Vendor: Centerpt CenterPoint Energy Check Sequence: 14 ACH Enabled: False 10809697-5 2543 Bunker Lk Blvd (4-plex) 35.34 08/24/2021 4520-49300-62015 10809697 11078651-4 Vehicle Maint Bldg 262.76 08/24/2021 6100-48800-62015 11078651-4 11078654-8 Cold Storage 55.00 08/24/2021 0101-41940-62015 11078654-8 11369721-3 2621 Bunker LK Blvd - Main - (4-Plex) 57.81 08/24/2021 4520-49300-62015 6402474382 11369722-1 2607 Bunker LK Blvd - Main -(4-Plex) 38.31 08/24/2021 4520-49300-62015 6402474382 5825952-4 Equipment Building 21.00 08/24/2021 0101-41950-62015 5825952 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 5840270-2 Water Treatment Plant 416.02 08/24/2021 5100-48100-62015 5840270 5840341-1 Prairie Knoll Park 15.00 08/24/2021 0101-41990-62015 5840341 5841153-9 Fire Station #1 62.22 08/24/2021 0101-41920-62015 5841153 5841451-7 Fire Station #2 61.01 08/24/2021 0101-41920-62015 5841451 5852601-3 Fire Station#3 70.56 08/24/2021 0101-41920-62015 5852601 5864630-8 Pumphouse #4 80.02 08/24/2021 5100-48100-62015 5864630 5883191-8 Sunshine Park 21.00 08/24/2021 0101-41970-62015 5883191 5893307-8 well #1 15.00 08/24/2021 5100-48100-62015 5893307 5907226-4 Pumphouse#6 17.77 08/24/2021 510048100-62015 5907226 5927939-8 Pumphouse #7 15.00 08/24/2021 5100-48100-62015 5927939 5945463-7 Well #3 18.45 08/24/2021 5100-48100-62015 5945463 5950580-0 City Hall/Senior Center 58.58 08/24/2021 0101-41910-62015 5950580 6122874-8 Lift Station #4 22.62 08/24/2021 5200-48200-62015 6122874 6402167055-5 Lift Station #10 62.18 08/24/2021 5200-48200-62015 6402167055 6402417246-8 2527 BunkerLkBlvd MAIN(4-plex) 10.16 08/24/2021 4520-49300-62015 6402417246 6402418666-6 2527 Bunker LkBlvd #4 (4-plex) 12.33 08/24/2021 4520-49300-62015 6402418666 6402474382-1 2556 138th Ave MAIN (4-plex) 36.88 08/24/2021 4520-49300-62015 6402474382 7575198-2 ASN Ballfields 21.00 08/24/2021 0101-41980-62015 7575198 7725077-7 Lift Station #1 17.78 08/24/2021 5200-48200-62015 7725077 8743371-0 Warming House 15.00 08/24/2021 0101-45000-62015 8743371 Check Total: 1,518.80 Vendor: CentColl Century College Check Sequence: IS 00743068 Truck Company Operations 990.00 08/24/2021 0101-42200-61315 Check Total: 990.00 Vendor: CenLink CenturyLink Check Sequence: 16 763 754-6713 Subway @ Community Center 55.42 08/24/2021 2130-44100-62030 763 755-0776 City Hall Service 28.74 08/24/2021 0101-41910-62030 763 755-0776 Public Works Service 28.74 08/24/2021 0101-41930-62030 763 755-0776 Fire Department Service 28.75 08/24/2021 0101-41920-62030 763 755-0776 Community Center Service 28.75 08/24/2021 2130-44000-62030 Check Total: 170.40 Vendor: CintasGK Clams Corp - Cintas Loc #16K Check Sequence: 17 4087637303 Floor Mat Rental 125.14 08/24/2021 5100-48100-62200 40911571344 Uniform Cleaning & Shop Towel 63.20 08/24/2021 6100-48800-61020 4091571250 Floor Mat Rental 35.75 08/24/2021 0101-41930-62200 4091571326 Floor Mat Rental 37.46 08/24/2021 0101-41910-62200 4091571464 Uniform Cleaning 131.33 08/24/2021 0101-43100-61020 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 3 Invoice No Description Amount Payment Date Acct Number 4091571464 Uniform Cleaning 18.77 1,752.36 08/24/2021 0101-43300-61020 4091571464 Uniform Cleaning 75.02 City of Andover 08/24/2021 0101-45000-61020 4091571464 Uniform Cleaning 18.77 08/24/2021 5100-48100-61020 4091571464 Uniform Cleaning 37.51 08/24/2021 5200-48200-61020 4092228398 Uniform Cleaning & Shop Towel 97.00 08/24/2021 6100-48800-61020 4092228607 Uniform Cleaning 131.33 08/24/2021 0101-43100-61020 4092228607 Uniform Cleaning 18.77 08/24/2021 0101-43300-61020 4092228607 Uniform Cleaning 75.02 159.62 08/24/2021 0101-45000-61020 4092228607 Uniform Cleaning 18.77 CMT Janitorial Services 08/24/2021 5100-48100-61020 4092228607 Uniform Cleaning 37.51 08/24/2021 5200-48200-61020 4092898198 Uniform Cleaning & Shop Towels 63.20 3445 08/24/2021 6100-48800-61020 4092898226 Floor Mat Rental 37.46 0101-41930-63010 08/24/2021 0101-41910-62200 4092898335 Uniform Cleaning 131.33 08/24/2021 08/24/2021 0101-43100-61020 4092898335 Uniform Cleaning 18.77 08/24/2021 0101-43300-61020 4092898335 Uniform Cleaning 75.02 08/24/2021 0101-45000-61020 4092898335 Uniform Cleaning 18.77 08/24/2021 5100-48100-61020 4092898335 Uniform Cleaning 37.51 08/24/2021 5200-48200-61020 4093560565 Floor Mat Rental 70.55 08/24/2021 0101-41920-62200 4093560578 Uniform Cleaning & Shop Towels 97.00 08/24/2021 610018800-61020 4093560734 Uniform Cleaning 131.33 08/24/2021 0101-43100-61020 4093560734 Uniform Cleaning 18.77 08/24/2021 0101-43300-61020 4093560734 Uniform Cleaning 75.02 08/24/2021 0101-45000-61020 4093560734 Uniforn Cleaning 18.77 08/24/2021 510048100-61020 4093560734 Uniform Cleaning 37.51 08/24/2021 5200-48200-61020 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/2612021 - 1:51 PM) Page 4 Check Total: 1,752.36 Vendor: CityAndo City of Andover Check Sequence: 18 202150 Utility Pymt - 1440 Bunker Lake Blvd 2,576.00 08/24/2021 0101-41400-58100 Check Total: 2,576.00 Vendor: CJChemDr CJ's ChenaDry Check Sequence: 19 6821 Carpet Cleaning 159.62 08/24/2021 2130-44400-63100 Check Total: 159.62 Vendor: CMTDiver CMT Janitorial Services Check Sequence: 20 3445 Monthly Cleaning Service 1,257.88 08/24/2021 0101111910-63010 3445 Monthly Cleaning Service 1,043.12 08/24/2021 0101-41930-63010 3445 Monthly Cleaning Service 460.20 08/24/2021 0101-41920-63010 3445 Monthly Cleaning Service 306.80 08/24/2021 6100-48800-63010 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/2612021 - 1:51 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Check Total: Vendor: DebnOil Dehn Oil Company 87999 Unleaded Fuel 88000 Diesel Fuel Check Total: 3,068.00 Check Total: Vendor: Colonial Colonial Life & Accident 7156706-0901994 September 2021 Premium - E7156706 0101-00000-21210 Check Total: Vendor: Connex2 Connexus Energy COM0001746 Hawkridge Park Playground Improvement Check Total: Vendor: CountSSv Country Side Services of MN, Inc 1-104685-01 20213/4 Ton Truck - Unit 422-105 0101-45000-65300 Check Total: Vendor: Crysteel Crysteel Track Equipment FP182204 Platform For VSW91-1350 - Unit # 08/135 Check Total Vendor: CustBuil Custom Built Design Installation 00034477 Refund Water Meter Deposit 00034477 Refund Water Meter Deposit 00034477 Refund Water Meter Deposit 00034477 Refund Water Meter Deposit Check Total: Vendor: Dalco Dalco 3816533 Can Liners/Cleaner Floor Pad/Floor Squeegee 3817419 Cleaner Floor Pad & Bowl Cleaner 3819410 Motor Vacuum Kit 3819435 Can Liners Check Total: Vendor: DebnOil Dehn Oil Company 87999 Unleaded Fuel 88000 Diesel Fuel Check Total: 3,068.00 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 5 Check Sequence: 21 ACH Enabled: False 279.90 08/24/2021 0101-00000-21210 279.90 Check Sequence: 22 ACE Enabled: False 1,515.00 08/24/2021 0101-45000-65300 1,515.00 Check Sequence: 23 ACH Enabled: False 9,445.45 08/24/2021 418049300-65400 9,445.45 Check Sequence: 24 ACH Enabled: False 1,157.50 08/24/2021 6100-48800-61115 1,157.50 Check Sequence: 25 ACH Enabled: False 1,300.00 08/24/2021 5100-00000-24201 -17.15 08/24/2021 5100-48100-55110 -231.00 08/24/2021 5100-48100-55150 -1.22 08/24/2021 5100-00000-20301 1,050.63 Check Sequence: 26 ACE Enabled: False 348.09 08/24/2021 2130-44000-61020 49.95 08/24/2021 2130-44000-61020 321.30 08/24/2021 2130-44000-61020 146.68 08/24/2021 2130-44000-61020 866.02 Check Sequence: 27 ACH Enabled: False 2,695.00 08/24/2021 6100-48800-61045 6,937.50 08/24/2021 6100-48800-61050 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: DiaTraff Diamond Traffic Products Check Sequence: 28 ACH Enabled: False 0031181 -IN Diamond Head Nails & Road Tube 39.80 08/24/2021 0101-43300-61105 Check Total: 39.80 Vendor: Divisi16 Division 16 Electric, LLC Check Sequence: 29 ACH Enabled: False 5446 Labor to Disconnect Condensing Unit @ PW 275.00 08/24/2021 5100-48100-63105 5515 Labor for AHU & Condensing Unit @ FS#1 330.00 08/24/2021 0101-41920-63105 5516 Replace 4 EM Lights @ CH 268.56 08/24/2021 0101-41910-63105 5516 Replace 1 EM Lights @ FS#1 67.14 08/24/2021 0101-41920-63105 Check Total: 940.70 Vendor: DLT DLT Solutions, Inc. Check Sequence: 30 ACH Enabled: False SII531195 Architecture Engineeering & Construction Soffa 1,232.56 08/24/2021 0101-41600-62305 Check Total: 1,232.56 Vendor: ECM ECM Publishers, Inc. Check Sequence: 31 ACH Enabled: False 847936 Ordinance No. 520 78.75 08/24/2021 0101-41500-63215 847937 August 17 Mercer Kennel License 45.00 08/24/2021 0101-41300-63025 848068 Andover Community Center Broch 365.00 08/24/2021 2130-44000-63025 848230 Monthly Recycling Program 260.00 08/24/2021 0101-46000-63025 848934 TIF 2020 213.75 08/24/2021 4501-49300-63025 848935 Aug 24 PH CUP Field of Winds 90.00 08/24/2021 0101-41500-63025 848936 Aug 24 PH Plat Meadow of Nigh 56.25 08/24/2021 0101-41500-63025 849177 Andover Advocate - August 139.00 08/24/2021 0101-46000-63025 Check Total: 1,247.75 Vendor: EganSery Egan Service Check Sequence: 32 ACH Enabled: False SVC0000107240 Andover Blvd & Crosstown RR Maint 452.00 08/24/2021 0101-43400-62300 Check Total: 452.00 Vendor: Ehlers Ehlers & Associates, Inc. Check Sequence: 33 ACH Enabled: False 87756 TIF Reporting -2020 Reports 828.75 08/24/2021 4501 A9300-63005 Check Total: 828.75 Vendor: EquipMgm Equipment Management Company Check Sequence: 34 ACH Enabled: False 59560 Tools 598.00 08/24/2021 0101-42200-61205 Check Total: 598.00 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Vendor: ESRI ESRI Check Sequence: 35 ACH Enabled: False 94087457 ArcGis Desktop Basic License 416.00 08/24/2021 2220-41600-62305 94087457 ArcGis Desktop Basic License 415.00 08/24/2021 5300-48300-62305 94087457 ArcGis Desktop Basic License 833.00 08/24/2021 2210-41600-62305 94087457 ArcGis Desktop Basic License 833.00 08/24/2021 2250-41600-62305 94087457 ArcGis Desktop Basic License 833.00 08/24/2021 5100-48100-62305 94087457 ArcGis Desktop Basic License 833.00 08/24/2021 5200-48200-62305 Check Total: 4,163.00 Vendor: ForceAm Force America Distributing LLC Check Sequence: 36 ACH Enabled: False 001-1563506 Hose 502.13 08/24/2021 6100-48800-61115 001-1563506 Tools 140.18 08/24/2021 610048800-61205 001-1564464 Tools 127.65 08/24/2021 6100-48800-61205 Check Total: 769.96 Vendor: GatGrant Gatchell Grant Resources, LLC Check Sequence: 37 ACH Enabled: False 1764 Blue Card FEMA Grant 6,400.00 08/24/2021 0101-42200-63005 Check Total: 6,400.00 Vendor: GayerAmy Amy Gayer-Sweigert Check Sequence: 38 ACH Enabled: False 34111 Refund for Barricades 50.00 08/24/2021 0101-00000-24201 Check Total: 50.00 Vendor: HachCo Hach Company Check Sequence: 39 ACH Enabled: False 12594337 Chemicals for Water Treatment Plant 135.69 08/24/2021 5100-48100-61040 Check Total: 135.69 Vendor: HagforsT Ted Hagfors Inc. Check Sequence: 40 ACH Enabled: False 202113 2021 Electrical Inspections 3,231.75 08/24/2021 0101-42300-63005 Check Total: 3,231.75 Vendor: HansonBu Hanson Builders, Inc. Check Sequence: 41 ACH Enabled: False 565 - Escrow 565 165th Ave NW 5,250.00 08/24/2021 7200-00000-24204 565-Insp Fee 565165th Ave NW -50.00 08/24/2021 0101-41600-54180 Check Total: 5200.00 Vendor: Hawkins2 Hawkins Inc Check Sequence: 42 ACH Enabled: False 5003991 Chemicals for Water Treatment Plant 5,150.60 08/24/2021 5100-48100-61040 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 8 Check Total: 5,150.60 Vendor: HlthPDen Health Partners Check Sequence: 43 ACH Enabled: False 106700680 September 2021 Premium 247.00 08/24/2021 6200-48900-63005 106700680 September 2021 Premium 273.12 08/24/2021 7100-00000-21218 106700680 September 2021 Premium 4,534.58 08/24/2021 0101-00000-21208 106700680 September 2021 Premium 72,877.79 08/24/2021 0101-00000-21206 Check Total: 77,932.49 Vendor: HoffmanB Hoffman Bros. Sod, Inc. Check Sequence: 44 ACH Enabled: False 024922 Bluegrass Sod 76.05 08/24/2021 0101-45000-61130 024974 Bluegrass Sod 14.63 08/24/2021 0101-45000-61130 Check Total: 90.68 Vendor: InstrRes Instrumental Research, Inc Check Sequence: 45 ACH Enabled: False 3525 July 2021 Total Coliform Testing 190.00 08/24/2021 5100-48100-63005 Check Total: 190.00 Vendor: InterBat Interstate All Battery Center Check Sequence: 46 ACH Enabled: False 1901202007352 Batteries 87.30 08/24/2021 5100-48100-61150 Check Total: 87.30 Vendor: KLMEngin KLM Engineering, Inc. Check Sequence: 47 ACH Enabled: False 8442 Verizon Mod - Tower #1 1,500.00 08/24/2021 7200-00000-24203 Check Total: 1,500.00 Vendor: KramerBr Bradley Kramer Check Sequence: 48 ACH Enabled: False 34560 Refund for Barricades 50.00 08/24/2021 0101-00000-24201 Check Total: 50.00 Vendor: LMNCIT League of Minnesota Cities Check Sequence: 49 ACH Enabled: False 17821 Deductable on Claim #00462123 265.43 08/24/2021 6200-48900-62105 Check Total 265.43 Vendor: LegShiel Legal Shield Check Sequence: 50 ACH Enabled: False 31833 September 2021 Premium 171.50 08/24/2021 0101-00000-21219 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/2612021 - 1:51 PM) Page 9 Check Total: 171.50 Vendor: LennarBu Lennar Corporation Check Sequence: 51 ACH Enabled: False 1147 - Escrow 1147 151st Lane NW 5,250.00 08/24/2021 7200-00000-24204 1147 - Insp Fee 1147 151st Lane NW -50.00 08/24/2021 0101-41600-54180 Check Total: 5,200.00 Vendor: Loes Loe's Oil Company Check Sequence: 52 ACH Enabled: False 87257 Oil Filters & Anti -Freeze Recycling 117.50 08/24/2021 0101-46000-63010 87357 Oil Filters Recycling 35.00 08/24/2021 0101-46000-63010 Check Total: 152.50 Vendor: LubrTech Lube -Tech Check Sequence: 53 ACH Enabled: False 2683820 Bulk 15W40 Oil 1,238.16 08/24/2021 6100-48800-61115 Check Total: 1,238.16 Vendor: MacgEmer Macqueen Emergency Group Check Sequence: 54 ACH Enabled: False P05552 Misc. Supplies for New Engine #1 407.69 08/24/2021 4180-49300-61020 P05558 Misc. Supplies for New Engine #1 434.12 08/24/2021 4180-49300-61020 P05608 Hose/Hydrant Strap for New Engine #1 84.54 08/24/2021 4180-49300-61020 Check Total: 926.35 Vendor: MacQueen MacQueen Equipment Inc. Check Sequence: 55 ACH Enabled: False P36708 Credit for Hose Mender -79.28 08/24/2021 6100-48800-61115 W08719 Repair on Vector 2100 280.74 08/24/2021 5200-48200-63100 Check Total: 201.46 Vendor: MauerMai Mauer Main Check Sequence: 56 ACH Enabled: False 5006947 SL -N -Filters 47.70 08/24/2021 6100-48800-61115 Check Total: 47.70 Vendor: MEDAIIia MED Alliance Group, Inc. Check Sequence: 57 ACH Enabled: False 218478 Cover, Disposable, EIeGARD (Non Sterile) 113.52 08/24/2021 0101-42200-61020 Check Total: 113.52 Vendor: Menards Menards Inc Check Sequence: 58 ACH Enabled: False 54978 Misc. Supplies 157.21 08/24/2021 0101-45000-61105 AP -Computer Check Proof List by Vendor (08/2612021 - 1:51 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 56570 Misc. Supplies 37.34 08/24/2021 2130-44400-61020 56624 Misc. Supplies 104.00 08/24/2021 0101-43100-61020 56634 Misc. Supplies 93.71 08/24/2021 5100-48100-61005 56703 Misc. Supplies 29.41 08/24/2021 6100-48800-61020 56705 Returned Misc. Supplies -59.97 08/24/2021 0101-43100-61020 56920 Double Sided Foam Tape 2.99 08/24/2021 0101-41920-61120 56973 Recip Blades 37.97 08/24/2021 0101-43300-61020 57107 Shelf 89.97 - 08/24/2021 4180-49300-61020 Check Total: 492.63 Vendor: MercerEl Elizabeth Mercer Check Sequence: 59 ACH Enabled: False 2021-00299 Refund Private Kennel License 155.00 08/24/2021 0101-42500-52235 Check Total: 155.00 Vendor: MNEquipn Minnesota Equipment Check Sequence: 60 ACH Enabled: False P23277 Parts to Repair Unit #13-591 40.98 08/24/2021 6100-48800-61115 P55034 Parts to Repair Unit #13-115 87.97 08/24/2021 6100-48800-61115 Check Total: 128.95 Vendor: MNLifeln Minnesota Life Insurance Company Check Sequence: 61 ACH Enabled: False 0034706/206462 September 2021 Premium 22.33 08/24/2021 0101-42200-60330 0034706/206462 September 2021 Premium 42.06 08/24/2021 0101-00000-21205 0034706/206462 September 2021 Premium 76.76 08/24/2021 7100-00000-21218 0034706/206462 September 2021 Premium 1,584.25 08/24/2021 0101-00000-21205 Check Total: 1,725.40 Vendor: MoweryAn Andrew Mowery Check Sequence: 62 ACH Enabled: False 161063903 Decided to Hire a Plumber 91.00 08/24/2021 0101-42300-52195 Check Total: 91.00 Vendor: MRCutEdg MR Cutting Edge Check Sequence: 63 ACH Enabled: False 3618 Ice Scraper Blade 35.00 08/24/2021 2130-44300-61020 Check Total: 35.00 Vendor: MTIDist MTI Distributing Inc Check Sequence: 64 ACH Enabled: False 1319466-00 Tires for Stock 249.05 08/24/2021 610048800-61115 1319678-00 Switch for Unit #16-580 39.68 08/24/2021 6100-48800-61115 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (0812612021 - 1:51 PM) Page 11 Check Total: 288.73 Vendor: MunEmerg Municipal Emergency Services, Inc. Check Sequence: 65 ACH Enabled: False IN1576847 X3, Console Gauge, 4500, 1/3 233.25 08/24/2021 0101-42200-61020 Check Total: 233.25 Vendor: MYHold MY Holdings, Inc. Check Sequence: 66 ACH Enabled: False 4178 Disinfect Restrooms @ Sunshine & ASN 400.00 08/24/2021 0101-45000-63010 Check Total: 400.00 Vendor: GlamzN N.Glantz & Sons LLC Check Sequence: 67 ACH Enabled: False 16582949-00 Supplies for Signs 65.49 08/24/2021 0101-43300-61030 Check Total: 65.49 Vendor: NCPERS NCPERS Group Life Ins Check Sequence: 68 ACH Enabled: False 312000092021 September 2021 Premium 160.00 08/24/2021 0101-00000-21205 312000092021 September 2021 Premium 16.00 08/24/2021 7100-00000-21218 Check Total: 176.00 Vendor: NLSCProd NLSC Products, Inc. Check Sequence: 69 ACH Enabled: False 121967 Bulbs 336.00 08/24/2021 2130-44400-61020 Check Total: 336.00 Vendor: NMAnCaC North Metro Animal Care & Control Check Sequence: 70 ACH Enabled: False 1072 Boarding Cats 375.00 08/24/2021 0101-42500-63010 Check Total: 375.00 Vendor: NoSafety Northern Safety Technology Check Sequence: 71 ACH Enabled: False 52726 Mini Century Lightbar 16' W/Stud Mount Kit 231.71 08/24/2021 4180-49300-65400 Check Total: 231.71 Vendor: NoSanSup Northern Sanitary Supply Check Sequence: 72 ACH Enabled: False 202341 Liners 2,133.00 08/24/2021 0101-45000-61025 Check Total: 2,133.00 Vendor: OffDepot Office Depot Check Sequence: 73 ACH Enabled: False AP -Computer Check Proof List by Vendor (0812612021 - 1:51 PM) Page 11 Invoice No Description Amount Payment Date Acct Number 186312808002 CH Office Depot Supplies 10.77 08/24/2021 0101-41200-61005 186312808002 CH Office Depot Supplies 14.35 08/24/2021 0101-41500-61005 186312808002 CH Office Depot Supplies 10.77 08/24/2021 0101-41600-61005 186312808002 CH Office Depot Supplies 17.95 08/24/2021 0101-42300-61005 186312808002 CH Office Depot Supplies 7.17 08/24/2021 0101-41230-61005 186312808002 CH Office Depot Supplies 3.59 08/24/2021 0101-41300-61005 186312808002 CH Office Depot Supplies 7.18 08/24/2021 0101-41400-61005 186586205001 Office Supplies 134.34 08/24/2021 OI01-46000-61005 186593328001 CH Office Depot Supplies 2.00 08/24/2021 0101-41200-61005 186593328001 CH Office Depot Supplies 2.68 08/24/2021 0101-41500-61005 186593328001 CH Office Depot Supplies 2.00 08/24/2021 0101-41600-61005 186593328001 CH Office Depot Supplies 3.34 08/24/2021 0101-42300-61005 186593328001 CH Office Depot Supplies 1.34 08/24/2021 0101-41230-61005 186593328001 CH Office Depot Supplies 0.66 08/24/2021 0101-41300-61005 186593328001 CH Office Depot Supplies 1.34 08/24/2021 0101-41400-61005 Check Total Vendor: Ophrm OptumQTR 9510089862 2021 2nd Qtr HSA Fees 219.48 Check Sequence: 74 337.50 08/24/2021 6200-48900-63005 Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (0812612021 - 1:51 PW Page 12 Check Total: 337.50 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 75 3253-176012 Fuel Pump 74.99 08/24/2021 6100-48800-61115 3253-181562 Returned Temp Sender -20.04 08/24/2021 6100-48800-61115 3253-182987 A/T Filter 84.87 08/24/2021 6100-48800-61115 3253-183353 Canstr Sol 30.34 08/24/2021 6100-48800-61115 3253-183393 Core Return -70.00 08/24/2021 6100-48800-61115 3253-183396 Return Trans Filters -23.84 08/24/2021 6100-48800-61115 3253-183398 Trans Fluid 431.64 08/24/2021 6100-48800-61115 3253-184630 FueVWtr Sep & Oil Filters 143.01 08/24/2021 6100-48800-61115 3253-184873 Cleaning Treatment 59.28 08/24/2021 6100-48800-61020 3253-184919 Fuel & Oil Filters 49.12 08/24/2021 6100-48800-61115 3253-185099 Rust Treat 17.08 08/24/2021 6100-48800-61020 3253-185179 Return Fuel Filter -7.64 08/24/2021 6100-48800-61115 3253-185246 Air Filter 8.99 08/24/2021 6100-48800-61020 3253-185357 Parts for Unit#569 92.86 08/24/2021 6100-48800-61115 3253-186095 Disc Pad Set for Unit#78 101.99 08/24/2021 6100-48800-61115 3253-186362 Ceramic Pads for Unit #101 54.42 08/24/2021 6100-48800-61115 3253-186378 Trans Fluid 29.97 08/24/2021 610048800-61020 3253-186402 A/T Filters 48.85 08/24/2021 6100-48800-61115 3253-186404 Slip Add 14.98 08/24/2021 6100-48800-61020 Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (0812612021 - 1:51 PW Page 12 Invoice No Description Amount Payment Date Acct Number Reference 3253-186587 A/T Filters for Unit#7 60.58 08/24/2021 6100-48800-61115 3253-186593 Trans Fluid 83.88 08/24/2021 6100-48800-61020 3253-186814 Slip Add 14.98 08/24/2021 6100-48800-61020 3253-186819 Resistor for Unit#101 21.93 08/24/2021 6100-48800-61115 3253-186824 Slip Add 89.88 08/24/2021 6100-48800-61020 3253-186920 AIT Filter 21.24 08/24/2021 6100-48800-61115 3253-187109 Wheel Seal for Unit #T-157 36.08 08/24/2021 6100-48800-61115 3253-187149 Wheel Seal for Unit #T-157 3.16 08/24/2021 6100-48800-61115 3253-187847 Fuel & Oil Filters 31.67 08/24/2021 6100-48800-61115 3253-187982 Battery for Unit #T-157 39.24 08/24/2021 6100-48800-61115 3253-187990 A/T Filters 36.11 08/24/2021 610048800-61115 3253-188113 Gear Oil for Units #13-102 & #13-94 149.92 08/24/2021 6100-48800-61115 3253-188176 Gear Oil 339.99 08/24/2021 6100-48800-61115 3253-188472 Core Return -10.00 08/24/2021 6100-48800-61115 3253-188564 Coolant Hose 15.14 08/24/2021 6100-48800-61115 3253-188630 Cabin Filters for Unit #14-510 10.61 08/24/2021 6100-48800-61115 3253-188742 Air Filter 28.97 08/24/2021 6100-48800-61115 3253-188857 Cabin Filter for Unit #18-66 12.65 08/24/2021 6100-48800-61115 3253-188860 Fuel/WTR Sep & Oil Filter 18.06 08/24/2021 610048800-61115 3253-188862 A/T Filters 53.12 08/24/2021 6100-48800-61115 3253-188865 Air Filter for Unit#70 24.11 08/24/2021 6100-48800-61115 3253-188954 Scratch -Fix 12.99 08/24/2021 6100-48800-61020 3253-189608 Parts for Unit #97-578 33.03 08/24/2021 6100-48800-61115 Check Total: 2,248.21 Vendor: OtisElev Otis Elevator Company Check Sequence: 76 CLI9482001 Card Reader for Top Floor Wiring Only 1,676.70 08/24/2021 213044000-63105 Check Total: 543.29 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PW Page 13 Check Total: 1,676.70 Vendor: PalmerKi Kimberly Palmer Check Sequence: 77 Pool Escrow 16324 Wintergreen St. NW 1,500.00 08/24/2021 0101-00000-24217 Check Total: 1,500.00 Vendor: Pioneer Pioneer Rim And Wheel Co. Check Sequence: 78 OI CD5129 Return Hub & Drum 430.64 08/24/2021 6100-48800-61115 OICG3849 Parts for Unit #13-554 265.75 08/24/2021 6100-48800-61115 OICG4556 Replacement Part Cable 8.30 08/24/2021 6100-48800-61115 Ol CG4559 Parts for Unit #T-157 699.88 08/24/2021 6100-48800-61115 Check Total: 543.29 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PW Page 13 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Plunkett Plunkett's Pest Control, Inc. 7179840 Pest Control @ Fire Station #1 7179841 Post Control @ Fire Station #2 7179888 Pest Control @ Fire Station #3 7182858 Pest Central @ Community Center 129.79 Check Total: Vendor: Pumps Pomp's Tire Service Inc 150146182 Tires for Unit #76 08/24/2021 Check Total: Vendor: PowSysSe Power Systems Services, Inc. 00101803 Generator Service - PMS - CH 00101803 Generator Service - PMS - FS 1, 2 & 3 00101803 Generator Service - PMS - Comm Ctr 00101803 Generator Service - PMS - Vehicle Maint 00101809 Generator - PMS @ WTP Check Total: Vendor: PCemCuSt Premier Custom Homes 707 - Escrow 707 Constance Blvd NW 707 - Insp Fee 707 Constance Blvd NW Check Total: Vendor: PriceCus Price Custom Homes 16806 - Escrow 16806 Yellow Pine Street NW 16806 -Insp Fee 16806 Yellow Pine Street NW Check Total: Vendor: RDOEquip ROG Equipment P9761901 Switch for Unit #13-115 P9810601 Grip for Unit#13-115 Check Total: Vendor: RESPEC RESPEC INV -0721-437 2021 On Site Support INV -0721437 2021 On Site Support INV -0721-437 2021 On Site Support AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 14 Check Sequence: 79 ACH Enabled: False 129.79 08/24/2021 0101-41920-63010 129.79 08/24/2021 0101-41920-63010 129.79 08/24/2021 0101-41920-63010 72.52 08/24/2021 2130-44000-63010 461.89 Check Sequence: 80 ACH Enabled: False 385.04 08/24/2021 6100-48800-61115 385.04 Check Sequence: 81 ACH Enabled: False 525.00 08/24/2021 0101-41910-62300 1,575.00 08/24/2021 0101-41920-62300 525.00 08/24/2021 2130-44000-62300 557.00 08/24/2021 6100-48800-62300 6,600.00 08/24/2021 5100-48100-62300 9,782.00 Check Sequence: 82 ACH Enabled: False 2,600.00 08/24/2021 7200-00000-24204 -50.00 08/24/2021 0101-41600-54180 2,550.00 Check Sequence: 83 ACH Enabled: False 5,250.00 08/24/2021 7200-00000-24204 -50.00 08/24/2021 0101-41600-54180 5,200.00 Check Sequence: 84 ACH Enabled: False 127.18 08/24/2021 6100-48800-61115 173.28 08/24/2021 6100-48800-61115 300.46 Check Sequence: 85 ACH Enabled: False 791.00 08/24/2021 4140-49300-63005 542.00 08/24/2021 2210-41600-63005 54.25 08/24/2021 2220-41600-63005 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference INV -0721-437 2021 On Site Support 753.00 08/24/2021 2250-41600-63005 INV -0721437 2021 On Site Support 791.00 08/24/2021 5100-48100-63005 INV -0721-437 2021 On Site Support 791.00 08/24/2021 5200-48200-63005 INV -0721-437 2021 On Site Support 384.00 08/24/2021 5300-48300-63005 Check Total: 4,106.25 Vendor: RIM RIM Construction LLC Check Sequence: 86 ACH Enabled: False 2172702901 Ticket Window @ Community Center 7,386.69 08/24/2021 4403-49300-63010 Check Total: 7,386.69 Vendor: RoyalTi Royal Tire Inc Check Sequence: 87 ACH Enabled: False 301-178099 Tires 1,740.00 08/24/2021 6100-48800-61115 301-178101 Parts to Repair Wheel on Unit #16-209 46.79 08/24/2021 6100-48800-61115 301-178101 Labor to Repair Wheel on Unit #16-209 21.00 08/24/2021 610048800-63135 301-178718 Tires for Stock 1,265.96 08/24/2021 6100-48800-61115 301-193087 Service Call to Repair Unit #20-125 145.30 08/24/2021 6100-48800-61115 301-193087 Labor to Repair Unit #20-125 390.00 08/24/2021 6100-48800-63135 Check Total: 3,609.05 Vendor: RUFFRI Ruffridge- Johnson Equipment Company, Inc. Check Sequence: 88 ACH Enabled: False IA20521 Parts for Unit #07-191 218.14 08/24/2021 6100-48800-61115 Check Total: 218.14 Vendor: SioValEn Sioux Valley Environmental Inc Check Sequence: 89 ACH Enabled: False 11185 Svenfloc 260.00 08/24/2021 5100-48100-61040 Check Total: 260.00 Vendor: SiteOneL SiteOne Landscape Supply Check Sequence: 90 ACH Enabled: False 111723942-001 Misc. Supplies 160.90 08/24/2021 0101-45000-61020 111783021-001 Roundup 162.34 08/24/2021 0101-45000-61130 111783021-001 Roundup 162.34 08/24/2021 0101-43100-61020 Check Total: 485.58 Vendor: SuperVis Superior Vision Insurance Check Sequence: 91 ACH Enabled: False 0000552538 September 2021 Premium 192.46 08/24/2021 0101-00000-21222 Check Total: 192.46 Vendor: SupSolut Supply Solutions LLC Check Sequence: 92 ACH Enabled: False AP -Computer Check Proof List by Vendor (0812612021 - 1:51 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 33720 M Fold Paper Towels 52.65 08/24/2021 0101-41930-61025 33722 Can Liners 103.55 08/24/2021 0101-41910-61025 Check Total: 156.20 Vendor: THConstr TH Construction of Anoka, Inc. Check Sequence: 93 ACH Enabled: False 100 - Escrow 100 144th Ave NW 5,250.00 08/24/2021 7200-00000-24204 100 - Insp Fee 100 144th Ave NW -50.00 08/24/2021 010141600-54180 22 - Escrow 22 144th Ave NW 5,250.00 08/24/2021 7200-00000-24204 22 - Insp Fee 22 144th Ave NW -50.00 08/24/2021 0101-41600-54180 89 - Escrow 89 144th Ave NW 7,250.00 08/24/2021 7200-00000-24204 89 - Insp Fee 89 144th Ave NW -50.00 08/24/2021 0101-41600-54180 Check Total: 17,600.00 Vendor: Timesave Timesaver Check Sequence: 94 ACH Enabled: False M26630 Planning Commission Meeting 187.00 08/24/2021 0101-41500-63005 M26630 City Council Meeting 151.00 08/24/2021 0101-41100-63005 Check Total: 338.00 Vendor: TCFIag Twin Cities Flag Source, Inc Check Sequence: 95 ACII Enabled: False 35434 USA, MN&POW/MIA Flags 1,215.50 08/24/2021 0101-41930-61120 Check Total 1,215.50 Vendor: TCPropMt Twin Cities Property Maint., Inc Check Sequence: 96 ACH Enabled: False 16556 July 2021 Lawn Service @ Rental Properties 1,479.00 08/24/2021 4520-49300-63105 16558 Aug 2021 Lawn Service @ Rental Properties 1,479.00 08/24/2021 4520-49300-63105 Check Total: 2,958.00 Vendor: UhlCompa Uhl Company Check Sequence: 97 ACH Enabled: False 34781 Repair De -Humidifier Bri Air @ WTP 335.00 08/24/2021 5100-48100-63105 34850 Labor for Issues on Munters Unit 280.00 08/24/2021 2130-44300-63105 Check Total: 615.00 Vendor: USBankFq US Bank Equipment Finance Check Sequence: 98 ACH Enabled: False 450803580 Taskalfa 40031 Copier @ Public Works 183.03 08/24/2021 OI01-41930-62200 Check Total: 183.03 Vendor: Verizon Verizon Wireless Check Sequence: 99 ACH Enabled: False 9886150957 Monthly Cell Phone Service 64.29 08/24/2021 0101-41200-62030 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference 9886150957 Monthly Celt Phone Service 199.52 08/24/2021 0101-42300-62030 9886150957 Monthly Cell Phone Service 163.25 08/24/2021 2130-44000-62030 9886150957 Monthly Cell Phone Service 79.70 08/24/2021 0101-41500-62030 9886150957 Monthly Cell Phone Service 311.40 08/24/2021 0101-41600-62030 9886150957 Monthly Cell Phone Service 57.90 08/242021 0101-41400-62030 9886150957 Monthly Cell Phone Service 311.00 08/24/2021 0101-42200-62030 9886150957 Monthly Cell Phone Service 86.51 08/24/2021 0101-41420-62030 9886150957 Monthly Cell Phone Service 525.05 08/24/2021 010145000-62030 9886150957 Monthly Cell Phone Service 124.50 08/24/2021 5200-48200-62030 9886150957 Monthly Cell Phone Service 76.51 08/24/2021 0101-43300-62030 9886150957 Monthly Cell Phone Service 295.50 0824/2021 0101-43100-62030 9886150957 Monthly Cell Phone Service 138.17 08/24/2021 6100-48800-62030 9886150957 Monthly Cell Phone Service 328.24 08/24/2021 5100-48100-62030 9886150957 Monthly Cell Phone Service 41.50 08/24/2021 0101-41910-62030 Check Total: 2,803.04 Vendor: WalterRR Walters Recycling & Refuse Inc Check Sequence: 100 ACH Enabled: False 5554443 08/21 Rental Properties Garbage Service 274.82 08/24/2021 4520-49300-62020 Check Total: 274.82 Vendor: WasMgmt2 Waste Management - Blaine Check Sequence: 101 ACH Enabled: False 8931237-05004 07/21 Garbage Service @ CH 160.56 08/24/2021 010141910-62020 8931243-0500-2 PW Garbage Disposal 211.76 08/24/2021 0101-41930-62020 8931243-0500-2 PW Garbage Disposal 167.18 08/24/2021 0101-45000-62020 8931243-0500-2 PW Garbage Disposal 735.60 08/24/2021 0101-46000-62020 8931246-0500-5 07/21 Garbage Service @ FS#2 117.98 08/24/2021 0101-41920-62020 8931247-0500-3 07/21 Garbage Service @ FS#1 117.11 08/24/2021 0101-41920-62020 8933575-0500-5 08/21 Garbage Service @ FS #3 197.78 08/24/2021 0101-41920-62020 Check Total: 1,707.97 Vendor: WaterLog Waterlogic Americas LLC Check Sequence: 102 ACH Enabled: False 817557 Water Cooler Rental 123.15 08/24/2021 0101-42200-62200 Check Total: 123.15 Vendor: WmckSew Wrack Sewer and Portable Rental Check Sequence: 103 ACH Enabled: False 8670 Portable Toilet Rental - Soccer 509.00 08/24/2021 0101-00000-24201 8670 Portable Toilet Rental - ABA 117.00 08/24/2021 0101-00000-24201 8670 Portable Toilet Rental - City 2,308.00 08/24/2021 0101-00000-24201 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 PM) Page 17 Invoice No Description Amount Payment Date Acct Number Check Total: 2,934.00 Vendor: Ziegler Ziegler, Inc. Check Sequence: 104 1N000210082 Hose for Unit#80 112.72 08/24/2021 6100-48800-61115 Check Total: 112.72 Total for Check Run: 241,373.94 Total of Number of Checks: 104 AP -Computer Check Proof List by Vendor (08/26/2021 - 1:51 Plot) Reference ACH Enabled: False Page 18 Accounts Payable Computer Check Proof List by Vendor User: AHeppell Printed: 09/02/2021 - 8:50AM Batch: 00402.092021 Invoice No Description Vendor: McDonDA Darren J. & Adi M. McDonald Trail Easement Permanent Trail Easement Check Total: Total for Check Run: Total of Number of Checks: If L Amount Payment Date Acct Number Check Sequence: 1 1.00 09/02/2021 4180-49300-61020 1.00 1 Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (09/02/2021 - 8:50 AM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: AHeppell Printed: 09103/2021- 9:38AM Batch: 00401.09.2021 Invoice No Description Vendor: AESystem AE Systems, LLC 11771-2021-1 Remove Exterior Electrical Boxes @ PW Check Total: Vendor: AIITestl All Test & Inspection Inc. OH21-13292 Inspection Services per OSHA OH21-13292 Inspection Services per OSHA 4160-49300-63105 Check Total: Vendor: BASSIN Bassing Electric 156597489 Refund Permit 021-02607 Check Total: Vendor: BraasCom Brans Company 1455750-00 Valve / Speed Controller False Check Total: Vendor: Catalyst Catalyst 29390 Sept/Oct 2021 Andover Newsletter 451.00 Check Total: Vendor: CintasGK Cintas Corp - Cintas Loc #16K 4094221185 Floor Mat Rental Check Total: Vendor: ConFleet Consolidated Fleet Services, Inc 2021MY0180 Houdini Lube, Unit Ladder 11 & Pressure Test AP -Computer Check Proof List by Vendor (09/03/2021 - 9:38 AM) O F W I T Y 661 R Amount Payment Date Acct Number Reference Check Sequence: 1 ACH Enabled: False 1,760.00 09/03/2021 4160-49300-63105 1,760.00 Check Sequence: 2 ACH Enabled: False 451.00 09/03/2021 5100-48100-63105 451.00 09/03/2021 5200-48200-63100 902.00 Check Sequence: 3 ACH Enabled: False 72.00 09/03/2021 0101-42300-52230 72.00 Check Sequence:4 ACH Enabled: False 1,160.21 09/03/2021 5100-48100-61135 1,160.21 Check Sequence: 5 ACH Enabled: False 1,605.00 09/03/2021 0101-41210-63030 1,605.00 Check Sequence: 6 ACH Enabled: False 37.46 09/03/2021 0101-41910-62200 37.46 Check Sequence: 7 ACH Enabled: False 1,231.00 09/03/2021 0101-42200-63010 Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/03/2021 - 9:38 AN Page 2 Check Total: 1,231.00 Vendor: DavisEqu Davis Equipment Corporation Check Sequence: 8 ACH Enabled: False EI14678 Parts for Unit #20-595 78.61 09/03/2021 6100-48800-61115 EI14725 Grease Line 575.09 09/03/2021 6100-48800-61115 Check Total: 653.70 Vendor: Divisil6 Division 16 Electric, LLC Check Sequence: 9 ACH Enabled: False 5517 Replace Broken 120V 20A Receptacle PW Vt 484.31 09/03/2021 6100-48800-63105 Check Total: 484.31 Vendor: ECM ECM Publishers, Inc. Check Sequence: 10 ACH Enabled: False 850880 Ordinance No. 522 90.00 09/03/2021 2130-44000-63025 Check Total: 90.00 Vendor: EmerAppa Emergency Apparatus Maint Check Sequence: I1 ACH Enabled: False 119536 Parts to Repair Tanker 21 2,868.01 09/03/2021 6100-48800-61115 119536 Labor to Repair Tanker 21 5,091.50 09/03/2021 6100-48800-63135 Check Total: 7,959.51 Vendor: EmerAuto Emergency Automotive Check Sequence: 12 ACH Enabled: False DL043021-22 Replace PTW Ballast for Unit #4827 97.24 09/03/2021 6100-48800-61115 Check Total: 97.24 Vendor: Fastenal Fastenal Company Check Sequence: 13 ACH Enabled: False MNSPR169310 Black Cable Ties 73.40 09/03/2021 510048100-61005 Check Total: 73.40 Vendor: FletPrid FleetPride Truck & Trailer Pads Check Sequence: 14 ACH Enabled: False 74638682 Returned 4 -Way Air Solenoid Valve -321.06 09/03/2021 6100-48800-61115 78635379 Parts for Unit #16-209 308.74 09/03/2021 6100-48800-61115 80843040 Air Dryer Cartridge 150.00 09/03/2021 6100-48800-61115 80848893 Silicone Radiator Hose 11.95 09/03/2021 610048800-61020 81056709 Pro Line & Kidde 5 # Fire Ext 313.12 09/03/2021 610048800-61115 Check Total: 462.75 Vendor: Frattalo Frattallone's Hardware Sto Check Sequence: 15 ACH Enabled: False AP -Computer Check Proof List by Vendor (09/03/2021 - 9:38 AN Page 2 Invoice No Description Amount Payment Date Acct Number Reference 043330/7 EZ Straw Mulch 33.98 09/03/2021 0101-45000-61130 043335/J Foam tape 5.49 09/03/2021 5200-48200-61005 043380/7 TmFuel 4 -cycle 119.95 09/03/2021 0101-42200-61005 043435/) lubricant 15.99 09/03/2021 0101-42200-61005 043442/7 nails 22.99 09/03/2021 0101-41600-61005 043468/) key 7.77 09/03/2021 0101-43100-61020 Check Total: 206.17 Vendor: FriendCh Friendly Chevrolet Inc Check Sequence: 16 ACH Enabled: False 927431 F-Resonato for Unit#8 157.50 09/03/2021 6100-48800-61115 927487 Return Switch for Unit #8 -200.79 09/03/2021 6100-48800-61115 928408 Spord F-Resonato for Unit #8 157.50 09/03/2021 6100-48800-61115 929320 resonator -157.50 09/03/2021 6100-48800-61115 945634 steps 595.00 09/03/2021 6100-48800-61115 946151 Spord Step Pkg for Unit #22-105 667.25 09/03/2021 4180-49300-65400 946219 Returned Step Pkg for Unit #22-105 -595.00 09/03/2021 418049300-65400 Check Total: 623.96 Vendor: HenSchei Henry Schein, Inc. Check Sequence: 17 ACH Enabled: False 97840130 Resuscitator 409.60 09/03/2021 0101-42200-61005 97844661 Prosyphg aneroid Sphyg 42.70 09/032021 0101-42200-61005 Check Total: 452.30 Vendor: InterBat Interstate All Battery Center Check Sequence: 18 ACH Enabled: False 1901201009561 batteries 7.99 09/03/2021 010142200-61005 Check Total: 7.99 Vendor: InvCloud InvoiceCloud Check Sequence: 19 ACH Enabled: False 1405-2021_8 Aug 21 54.50 09/03/2021 0101-43600-63010 1405-2021_8 Aug 21 904.00 09/03/2021 5100-48100-63010 1405-2021_8 Aug 21 653.00 09/03/2021 5200-48200-63010 1405-2021_8 Aug 21 164.00 09/03/2021 530048300-63010 Check Total: 1,775.50 Vendor: Marco Marco Technologies LLC Check Sequence: 20 ACH Enabled: False 451145551 printer 205.20 09/03/2021 0101-41500-62200 451145551 printer 205.20 09/03/2021 0101-41600-62200 451145551 printer 205.20 09/03/2021 0101-42300-62200 451145551 printer 524.40 09/03/2021 2210-41600-62200 AP -Computer Check Proof List by Vendor (09/03/2021 - 9:38 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/03/2021 - 9:38 AM) 1,140.00 Check Total: Vendor: Menards Menards hie 57376 shovel 44.89 Check Total: Vendor: MNEquipn Minnesota Equipment P23537 mise parts P23643 #13-591 clutch/ hub 6100-48800-61115 Check Total: Vendor: NoTechno Northern Technologies, LLC 39755 07/18-08/14/21 39757 07/18-08/14/21 09/03/2021 Check Total: Vendor: OReiAuto O'Reilly Auto Parts 3253-189623 air filter 3253-189871 fuel / water sep 3253-189915 a/t filter 3253-189919 fuel & oil filters 3253-189956 fuel & oil filters 3253-190008 11-207 cabin filter 3253-190027 oil filter 3253-190136 socket set/ bits 3253-190158 transfluid 3253-190216 16-09 cabin filter 3253-190397 4824 bushing 3253-190406 transfluid 3253-190425 filters 3253-190425 tire shine 3253-190454 tire shine 3253-190535 filters 3253-191703 protect 3253-191863 transfluid Check Sequence: 25 ACH Enabled: False Check Total: Vendor: WellsFar Wells Fargo Bank 08/15/2021 Jimmy Johns - city mgr meeting AP -Computer Check Proof List by Vendor (09/03/2021 - 9:38 AM) 1,140.00 5,118.25 Check Sequence: 24 ACE Enabled: False Check Sequence: 21 ACH Enabled: False 48.46 44.89 09/03/2021 5100-48100-61005 42.48 48.46 6100-48800-61115 108.84 09/03/2021 6100-48800-61115 237.97 09/03/2021 6100-48800-61115 Check Sequence: 22 ACH Enabled: False 164.60 11.12 09/03/2021 6100-48800-61115 42.98 465.95 6100-48800-61205 09/03/2021 6100-48800-61115 6100-48800-61115 630.55 09/03/2021 6100-48800-61115 24.06 09/03/2021 6100-48800-61115 43.96 09/03/2021 Check Sequence: 23 ACH Enabled: False 33.75 610048800-61115 09/03/2021 4140-49300-63005 6100-48800-61020 5,084.50 09/03/2021 09/03/2021 4140-49300-63005 09/03/2021 5,118.25 Page 4 Check Sequence: 24 ACE Enabled: False -28.97 09/03/2021 6100-48800-61115 44.89 09/03/2021 6100-48800-61115 42.48 09/03/2021 6100-48800-61115 108.84 09/03/2021 6100-48800-61115 237.97 09/03/2021 6100-48800-61115 17.12 09/03/2021 6100-48800-61115 11.12 09/03/2021 6100-48800-61115 42.98 09/03/2021 6100-48800-61205 56.94 09/03/2021 6100-48800-61115 10.61 09/03/2021 6100-48800-61115 24.06 09/03/2021 6100-48800-61115 43.96 09/03/2021 610048800-61115 25.48 09/03/2021 610048800-61115 47.94 09/03/2021 6100-48800-61020 19.98 09/03/2021 6100-48800-61020 31.84 09/03/2021 6100-48800-61115 35.97 09/03/2021 6100-48800-61020 48.93 09/03/2021 6100-48800-61020 822.14 Check Sequence: 25 ACH Enabled: False 11.96 09/03/2021 0101-41200-61310 Page 4 Invoice No Description Amount Payment Date Acct Number Reference 08/15/2021 MN State College - E.Sohr 100.00 09/03/2021 610048800-61315 08/15/2021 sprinklerparts 1,378.55 Check Sequence: 26 09/03/2021 0101-45000-61020 08/15/2021 fleet farm -helmet chaps 374.85 R-017448-000-7 09/03/2021 0101-43100-61020 08/15/2021 Monsters Inc moive 615.00 Check Total: 09/03/2021 0101-45000-61020 08/15/2021 Fire 59.60 09/03/2021 0101-42200-61005 08/15/2021 Fire Training 1,526.73 09/03/2021 0101-42200-61310 08/15/2021 Manual 215.06 09/03/2021 0101-42300-61325 08/15/2021 call -em -all 35.00 09/03/2021 0101-43200-61325 08/15/2021 spartan camera 108.00 09/03/2021 0101-45000-61020 08/15/2021 mouse - GIS 49.99 09/03/2021 0101-41420-61225 08/15/2021 coffee 40.97 09/03/2021 0101-41200-61310 08/15/2021 vending 8.00 09/03/2021 7100-00000-24208 08/15/2021 permit works testing 35.00 09/03/2021 0101-42300-52185 08/15/2021 non-oxy gas 7.19 09/03/2021 5100-48100-61005 08/15/2021 water - zamboni 32.70 09/03/2021 6100-48800-61115 08/15/2021 DEF pump 239.51 09/03/2021 6100-48800-61050 08/15/2021 New Engine equipment 1,693.05 09/03/2021 4180-49300-61020 08/15/2021 Cont Ed - Scott H. 100.00 09/03/2021 6100-48800-61315 08/15/2021 return item -96.01 09/03/2021 6100-48800-61115 08/15/2021 compact Fridge 191.18 09/03/2021 2130-44000-61020 08/15/2021 annualdues 175.00 09/03/2021 2130-44300-61320 08/15/2021 menards - roof supplies 286.18 09/03/2021 2130-44000-61020 08/15/2021 con ed 700.00 09/03/2021 2130-44300-61315 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (09/03/2021 - 9:38 AM) Page 5 Check Total: 7,887.51 Vendor: WSB WSB & Associates, Inc. Check Sequence: 26 R-015803-000-13 July 2021 942.50 09/03/2021 5100-48100-63005 R-017448-000-7 July 2021 108.35 09/03/2021 5100-48100-63005 Check Total: 1,050.85 Vendor: Yc11DogU Yellow Dog Upholstery Check Sequence: 27 6845 16 - seat repair. 250.00 09/03/2021 6100-48800-63135 Check Total: 250.00 Total for Check Run: 36,602.26 Total of Number of Checks: 27 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (09/03/2021 - 9:38 AM) Page 5 Accounts Payable Computer Check Proof List by Vendor User: LBrezinka Printed: 09/03/2021 - 10:03AM Batch: 00407.09.2021 Invoice No Description Vendor: IceOMen Ice -O Metric Contracting, Inc. 5850 Pymt#1-95% 5851 outlets -100%complete FY Amount Payment Date Acct Number Check Sequence:1 125,400.00 09/08/2021 416049300-63105 7,300.00 09/08/2021 416049300-63105 Check Total: 132,700.00 Vendor: TmGreen TruGreen Check Sequence: 2 144291948 ASN 618.00 09/08/2021 0101-45000-63010 144291948 Timber River 271.00 09/08/2021 0101-45000-63010 144291948 Pine Hills N 1,005.00 09/08/2021 0101-45000-63010 144291948 Pine Hills S 216.00 09/08/2021 0101-45000-63010 144291948 PW Garage 239.00 09/08/2021 6100-48800-63010 144291948 Woodland Crossings 73.00 09/08/2021 0101-45000-63010 144291948 LF #3 - 34.00 09/08/2021 5200-48200-63010 144291948 Chesterton Commons 62.00 09/08/2021 0101-45000-63010 144291948 Oakview 129.00 09/08/2021 0101-45000-63010 144291948 Nordeens 78.00 09/08/2021 0101-45000-63010 144291948 Prairie Knoll 1,191.00 09/08/2021 0101-45000-63010 144291948 Pleasant Oaks 130.00 09/08/2021 0101-45000-63010 144291948 Hidden Creek S 109.00 09/08/2021 0101-45000-63010 144291948 Sophics 88.00 09/08/2021 010145000-63010 144291948 Rose 289.00 09/08/2021 0101-45000-63010 144291948 Sophies 88.00 09/08/2021 0101-45000-63010 144291948 Wild Iris 302.00 09/08/2021 0101-45000-63010 144291948 Eveland 485.00 09/08/2021 0101-45000-63010 144291948 Terrace 518.00 09/08/2021 0101-45000-63010 144291948 Hidden Creek E 469.00 09/08/2021 0101-45000-63010 144291948 Sunshine 3,102.00 09/08/2021 0101-45000-63010 144291948 Hills of Bunker 426.00 09/08/2021 0101-45000-63010 144291948 Hidden Creek 494.00 09/08/2021 0101-45000-63010 144291948 FS #2 88.00 09/08/2021 0101-41920-63010 144291948 Strootman 216.00 09/08/2021 0101-45000-63010 144291948 MeadowoodN 88.00 09/08/2021 0101-45000-63010 Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (09/03/2021 - 10:03 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 144291948 Meadows of Round Lake 96.00 09/08/2021 0101-45000-63010 144291948 Fox Meadows 668.00 09/08/2021 0101-45000-63010 144291948 Woodland Estates 134.00 09/08/2021 0101-45000-63010 144291948 Langseth 114.00 09/08/2021 0101-45000-63010 144291948 Oak Bluff 294.00 09/08/2021 0101-45000-63010 144291948 Creek View Crossing 83.00 09/08/2021 0101-45000-63010 144291948 Shadowbrook E 299.00 09/08/2021 0101-45000-63010 144291948 Andover Lions 114.00 09/08/2021 0101-45000-63010 144291948 Hickory Meadows 78.00 09/08/2021 0101-45000-63010 144291948 Crooked Lake Boat Landing 216.00 09/08/2021 0101-45000-63010 144291948 North Woods E 165.00 09/08/2021 0101-45000-63010 144291948 North Woods W 313.00 09/08/2021 0101-45000-63010 144291948 Green Acres 176.00 09/08/2021 0101-45000-63010 144291948 Shady Knoll 98.00 09/08/2021 0101-45000-63010 144291948 Red Oaks W 240.00 09/08/2021 0101-45000-63010 Check Total: 13,896.00 Vendor: UhlCompa Uhl Company Check Sequence: 3 65752 WTP AC Unit - partial 11,300.00 09/08/2021 5100-48100-63100 Check Total: 11,300.00 Total for Check Run: 157,896.00 Total of Number of Checks: 3 ACH Enabled: False AP -Computer Check Proof List by Vendor (09/03/2021 - 10:03 AM) Page 2 Y 0 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.CI.ANDOVER.MN.US TO: CC: FROM: SUBJECT: uLrr� Mayor and Council P Jim Dickinson, City David Berkowitz, Ci Works 0 Approve Declaration of Easement Encroachment/1147 - 15181 Lane NW - Engineering September 7, 2021 INTRODUCTION The City Council is requested to approve the Declaration of Encroachment Easement, Conditions & Covenants for 1147 - 151St Lane NW. DISCUSSION Resident at 1147 - 151St Lane NW inadvertently built a shed 3 feet into an existing drainage and utility easement. The entire shed has been constructed and the attached revised grading as -built survey for the property showed the encroachment. The process the City has approved in the past is to enter into a Declaration of Encroachment Easement, Conditions and Covenants agreement with the property owner as long as current and future drainage and utilities are not impacted. Staff has reviewed this encroachment request and recommends approval based on storm water drainage will not be impacted. ACTION REQUIRED The City Council is requested to approve the Declaration of Encroachment Easement, Conditions & Covenants for 1147 - 151St Lane NW. Respectfully submitted, David D. Berkowitz, PE Attachments: Declaration of Encroachment Easement, Conditions & Covenants & Revised Grading As -built cc: Keith Penticoff, 1147 - 151St Lane NW (email) DECLARATION OF ENCROACHMENT EASEMENT, CONDITIONS AND COVENANTS THIS AGREEMENT, entered into and made effective as of the date fully executed by all parties, is by and between Keith R. Penticoff and Sara L. Penticoff, married couple and as joint tenants, 1147 1515 Lane NW, Andover, Minnesota 55304, owner of said property noted below (hereinafter "Owner"), and the City of Andover, a Minnesota Municipal Corporation with its principal place of business located at 1685 Crosstown Boulevard NW, Andover, MN 55304 (hereinafter the "City"). WHEREAS, Owner is the fee owner of 1147 1515 Lane NW (Lot 7, Block 1, Winslow Cove 2nd Addition; PIN: 23 32 24 42 0030), Andover, Anoka County, Minnesota (hereinafter the "Property"); and WHEREAS, the City has a drainage and utility easement that currently exists on the north side of the said Property (hereinafter 'Drainage and Utility Easement"); and WHEREAS, Owner constructed a portion of a shed (hereinafter "Improvements") within the existing Drainage and Utility Easement; and WHEREAS, the City is willing to acknowledge and agree to an encroachment of the Drainage and Utility Easement for said Improvements as per the approved plans/materials on file with the City Building Department, contingent upon Owner agreeing to abide by certain conditions and maintain the Improvements; and WHEREAS, Owner is aware the area is for drainage and utility purposes and that City access and/or maintenance may be required in said easement, resulting in the requested removal of the Improvements. NOW, THEREFORE, in consideration of the foregoing and the City's consent and approval to the encroachment into the Drainage and Utility Easement, Owner hereby agrees as follows: 1. To hold the City harmless and indemnify the City from any and all liabilities, and defend against lawsuits, expenses, damages, acts or failures to act, attorney's fees and court costs, which may arise as a result of Owner, or their successors in interest, constructing and maintaining said Improvements upon, in, or around the Drainage and Utility Easement of the City. 2. The City shall not be held responsible for any damage to said Improvements whatsoever as a result of the City exercising its rights to access, excavate, repair, construct or maintain any public improvements within said Drainage and Utility Easement. 3. Any additional cost to maintain, repair or replace the public infrastructure within the Drainage and Utility Easement due to the Owner's encroachment within said Drainage and Utility Easement shall be the sole responsibility of Owner or their successors in interest to the extent the cost exceeds the costs the City would incur if the Improvements did not encroach into the Drainage and Utility Easement. 4. In the event the Property changes ownership, is abandoned or vacated, the City may terminate this Agreement upon ten (10) days written notice to Owner, in which case Owner shall remove the Improvements at its sole costs and expense. 5. Owner hereby covenants and agrees that Owner will not permit or allow any mechanic or materialman's liens to be placed on or affect the Drainage and Utility Easement. Notwithstanding the previous sentence, however, in the event any such lien shall be so placed on the Drainage and Utility Easement, Owner shall take all steps necessary to see that it is removed within thirty (30) days of its being filed. 6. The City shall require evidence of insurance each year from Owner in an amount the City deems reasonable and necessary in its sole discretion, to cover the indemnification required herein. 7. The parties hereto represent, warrant and agree that each has been represented by their own counsel, or has had the right to be so represented but declined any such representation; that they have thoroughly read and understand the terms of this Agreement; that they have conferred with their respective attorneys on any questions in regard to this Agreement, or had the right to confer with an attorney but have declined to do so; and have voluntarily entered into this Agreement. 8. This Agreement shall not be construed more strictly against one parry than against any other party by virtue of the fact that the Agreement may have been drafted or prepared by counsel for one of the parties, it being recognized that all parties to this Agreement have contributed substantially and materially to the negotiations and/or preparation of this Agreement. 9. This Agreement shall be construed under and enforced in accordance with the laws of the State of Minnesota. 10. If any provision of this Agreement shall be determined by any court or governmental agency to be invalid or unenforceable, the remainder of this Agreement and the application of such provision to other persons or circumstances shall not be affected thereby and shall remain enforceable to the greatest extent permitted by law. 11. Any notice required or permitted to be given in accordance with the terms of this Agreement may be given by first class U.S. Mail, postage prepaid, overnight courier or by personal service, to the other parry at the address set forth in the first paragraph of this Agreement, or at such other address as either party, or their successors or assigns, may hereafter designate to the other party in writing. F1 IN WITNESS WHEREOF, the parties have hereunto set their hands as of the date o posite their signatures. Dated: , 2021 Keith R. Penticoff !� A /���_ Sara L. Penticoff I STATE OF MINNESOTA ) )ss. DANIELLE M LENZMEIER COUNTY OF 24n0YA ) Notary Public Minnesota MyftnffsfmEzpo jn8jy3j.= On this ` �1 day of 2021, before me, a notary public within and for said county, personally appeat d Keith R. Penticoff and Sara L. Penticoff , who executed the foregoing instrument and acknowledged that they executed the same of their own free will and as the owner of the Property described herein. Notary Public CITY OF ANDOVER Dated: 2021 By: Its: Deputy City Clerk Dated: 2021 By: Its: Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) On this day of , 2021, before me, a notary public within and for said county, personally appeared Michelle Hartner and Sheri Bukkila to me known to be respectively the Deputy City Clerk and Mayor of the City of Andover, and who executed the foregoing instrument and acknowledge that they executed the same on behalf of said City. Notary Public DRAFTED BY: City of Andover 1685 Crosstown Blvd NW Andover. MN 55304 This instrument is exempt from registration tax and recording fees under Section 386.77 of the Minnesota statutes. r X N x m m a N x X X X % m S88028'27°E x x P a m \ xJ xm \ Drainage and utility ro easement per plat P m m x x x x r a m o m N [P �' m Q m Y X m N p % X O ai m x m m m x x x m X Y LlX U N \\ ..'` X O N O x m P P X m x P x P x o 5 M \ N O X 8 \ N x c ' N \ m x O < P X 14 m Y 39.6 \ x X X x L I Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. Lowest opening elevation per grading plan :902.8 P minimum of 1.0%. Lowest floor elevation per grading plan : 902.8 4. Contractor must verify driveway design. X X P\ O P P House elevations (Proposed) / Ams_ -built N o II N Do I Top Of Foundation Elev. :(910.9) / 911.0 Scale: 1" = 20' P Garage Slab Elev. ® Door :(910.6) / 910.8 m \ V. / N 2. This survey does not purport to show improvements or TopNutHydrant Lots 8-9 Block 2 2 encroachments, except as shown, as surveyed by me or under We hereby certify to Lennar Corporation that this survey, plan or Elevation = 911.47 my direct supervision. x x cn Garage / o o that I am a duly licensed Land Surveyor under the laws of the of structures on the lot only. Contact builder prior to State of Minnesota, dated 07/14/20. construction for approved construction plans. N 62 10. D P w I _ 61 Si ned: io ear En ineerin P.A. 9 9' x b the surveyor. The suitability of soils to support the specific y Ya y PP P UP N 3.)oa-ts-2o Grading As 3.) Uft23-21 Grading As -built house proposed is not the responsibility of the surveyor. a\ 6 13.1 5. This certificate does not purport to show easements other $ than those shown on the recorded plat. Hater aw inson, t1roTeSsion0l Lana Surveyor 6. Bearings shown are based on an assumed datum. Minnesota License No. 42299 email-phawkinson®pioneereng.com rch (A o+ o X10.4 P m X \ .m a, on 2D.6 P I `m o P O m u a I X IN o IR0 P x PI 0 II r O p a a P o M1 Orlv ew Y a 8 O m N! m �l x x \\ r $m w PI[ m 1 x x x V II 01 w r 61 P <\\ o p, w X P an 4. 4% 5 O P N f a O P\ X r MJ g P P X X \ [ _ _ '" -$ 1 0 m X w y 1n x $ X Lot area = 14418 SF . o m House area = 1956 SF - Porch area = 124 SIF L x 11 �- 227 m -k • m (g 8 Sidewalk area = 47 SF Driveway area = 846 SF e $ Px oe, x S o P °aP' m a - o Pic x X Total Impervious Area = 2973 SF X P m m P x m m m ; Impervious Coverage = 20.6% g o P en Px P _ p6 6) m 0 Denotes iron pipe / P � J x,0 Ox ' i1 53 a� Denotes service P 4R�J 60 p0- �p Denotes television boxf f ` -7Z gg_ - Denotes electric box WN ❑O Denotes telephone box X OOD.00 Denotes existing elevation ( 000.00) Denotes proposed elevation QST - 15AS Denotes drainage flow direction A Denotes spike ■ m u ■ ■ ■ Denotes proposed retaining wall designed and built by others. Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. Lowest opening elevation per grading plan :902.8 3. Sidewalks shall drain away from house a minimum of 1.0%. Lowest floor elevation per grading plan : 902.8 4. Contractor must verify driveway design. 0' 10 20' 5. Contractor must verify service elevation prior to House elevations (Proposed) / Ams_ -built construction. II 5. Add or remove foundation ledge as required. Lowest Floor Elevation :(902.9) / 903.1 i / Top Of Foundation Elev. :(910.9) / 911.0 Scale: 1" = 20' General Notes: Garage Slab Elev. ® Door :(910.6) / 910.8 1. Grading plan by Pioneer last dated 1-10-19 was used to determine proposed elevations shown herein. r� REMSED 6/23/21 GRADING AS -BUILT 2. This survey does not purport to show improvements or TopNutHydrant Lots 8-9 Block 2 2 encroachments, except as shown, as surveyed by me or under We hereby certify to Lennar Corporation that this survey, plan or Elevation = 911.47 my direct supervision. report was prepared by me or under my direct supervision, and 3. Proposed building dimensions shown are for horizontal location that I am a duly licensed Land Surveyor under the laws of the of structures on the lot only. Contact builder prior to State of Minnesota, dated 07/14/20. construction for approved construction plans. xe,is'ons' 4. No specific soils investigation has been performed on this lot Si ned: io ear En ineerin P.A. 9 9' 1.)07-17-20 stake house As-l,uL:i b the surveyor. The suitability of soils to support the specific y Ya y PP P 3.)oa-ts-2o Grading As 3.) Uft23-21 Grading As -built house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other BY: than those shown on the recorded plat. Hater aw inson, t1roTeSsion0l Lana Surveyor 6. Bearings shown are based on an assumed datum. Minnesota License No. 42299 email-phawkinson®pioneereng.com PIONEER Lot 7. Block ,, aM_Exi s uaa��� uxengineering an wINSLOW COVE 2ND ADDITION Certificate of Survey for: according to the recorded plat thereof Lennar Corporation 2422 Enterprise Drive Ph.: (651)681-1914 Anoka County, Minnesota 1630536th Ave NSte #600 Mendota Heights,MN 55120 www.pioneerrengcom Address: 1147 151st Lane NW, Andover, Minnesota Plymouth, MN 55446-4270 House Model: Lewis Elevation: D3 Phone: (952) 249-3000 /Fax: (952) 4041909 Pmjec[#:119228027 Folder#:8255Dmwnby:CWM Buyer: Penticoff 0 °`• :: XTY'VNITU 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council FROM: Jim Dickinson, City Administrator SUBJECT: Approval of Tobacco License/13652 Crosstown Boulevard NW DATE: September 7, 2021 INTRODUCTION Yusor Abual Haj aa, Daybreak Tobacco LLC has applied for a tobacco license. DISCUSSION Yusor Abual Hajaa, Daybreak Tobacco LLC has applied for a tobacco license for a tobacco shop located at 13652 Crosstown Boulevard NW. Mr. Abual Hajaa has a signed Business Bill of Sale Purchase Agreement with Ms. Abdallah owner of Meral Inc. whose tobacco license was revoked by City Council on August 2, 2021. Mr. Abual Hajaa has signed an amendment of the lease with Klus-Klus Realty Andover Partnership, owner of the property. Administration is recommending the following conditions of the tobacco license: 1. Abla Abdallah and Khamis Abdallah are not allowed to be employed by or work at Daybreak Tobacco LLC located at 13652 Crosstown Boulevard NW in Andover. 2. According to the Certificate of Compliance submitted as part of the application, Mr. Abual Hajaa indicated he has no employees. If this changes he is to notify the City and update license application. 3. If the conditions of the sale of the business are not being fulfilled and the business reverts to the seller and Mr. Abual Hajaa is no longer the business owner. The tobacco license is void. The appropriate fee has been paid and a satisfactory background check has been received from the Anoka County Sheriff's Office. ACTION REQUESTED The City Council is requested to approve the above license with the recommended conditions for the period September 8, 2021 through December 31, 2021. submitted, Jim, City Attachment: License Application mow`: 1685 CROSSTOWN BOULEVARD N.W. - ANDOVER, MINNESOTA 55304 + (763) 755-5100 FAX (763) 755-8923 a W'VVW.ANDOVERMN.GOV THIS APPLICATION, FEE AND REQUIRED DOCUMENTATION MUST BE FILED AND A LICENSE OBTAINED BEFORE YOU CAN LEGALLY ENGAGE IN BUSINESS IN THE CITY OF ANDOVER, MINNESOTA. APPLICATION FEES ARE REFUNDABLE ONLY IF APPLICATION IS WITHDRAWN PRIOR TO APPROVAL. INCOMPLETE APPLICATIONS ARE NOT ACCEPTED. TOBACCO LICENSE APPLICATION BUSINESS INFORMATION BUSINESS NAME (Individual 13(,V lV, STATE ZIP MAILING ADDRESS (IF DIFFERENT FROM ABOVE) CITY STATE ZIP PHONE NUMBER:(_ . _ ALTERNATE NUMBER: ( 1 TYPE OF BUSINESS CONDUCTED AT LOCATION: BUSINESS OWNERSHIP INFORMATION - TYPE OF OWNERSHIP: E] Individual El Partnership [K Limited Liability Corporation (LLC) ❑ Corporation (INC) �%uSC)f lLl�ilSs�' V1 A\�a P� S -i, �lt _ I`i, uI r I - NA�IE OF OWNERSHIP, P-- ARTNER(S) R OFFICERS, TITLE, HOME ADDRESS AND PHONE NUMBER (attach S - (attach additional sheets as necessary) U r - I AM THE OWNER OF THE BUSSINESS: X Yes r-] No (if no you must attach a written statement from the business owner that authorizes you to apply for the business license on behalf of the business owner) PREMISE/PROPERTY MFORMATION. THE PROPERTY AT WHICH I AM REQUESTING A LICENSE FOR, I E] Own F-1 Rent � Lease ❑ Other: (if you rent or tease the premises, you must attach a copy of your fully executed rental or lease agreement or a notarized statement from the property owner that you are authorized to operate such business orprovide such services on the property) TAT 4\Nf)6W 1685 CROSSTOWN BOULEVARD N.W. a ANDOVER, MINNESOTA 55304 0 (763) 755-5100 FAX (763) 755-8923 o WWW.ANDOVERMN.GOV APPLICANT INFORMATION: HOME ADDRESS PHONE NUMBER: uiY STATE ZIP ALTERNATE NUMBER:( 1 EMAIL ADDRESS:_ , DRIVER'S LICENSE 4: , — EXPIRATION DATE:, PLEASE ANSWER ALL QUESTIONS TRUTHFULLY AND TO BEST OF YOUR KNOWLEDGE. 'TATE OF ISSUANCE: v• - IF THE APPLICATION IS SUBMITTED ON BEHALF OF A PARTNERSHIP, LLC OR CORPORATION, YOU MUST INCLUDE THE FOLLOWING INFORMATION FOR EACH PARTNER, OFFICER AND DIRECTOR (attach additional sheets as necessary) 1. Have you ever been convicted of any misdemeanor or felony violation of local ordinances (with the exception of misdemeanor traffic violations)? ❑ Yes [X No (if yes you must provide details of conviction(s); date of offense, date of conviction, location and charge) 2. Have you ever applied for or held a license to conduct alike or similar activity in any other City or State, not including Andover? Dyes [X No (if yes you must provide details; description, date and location) 3. Have you ever been denied a license to conduct a similar or like activity or had such licenses suspended, revoked or canceled in any City or State, including Andover: ED Yes r?Q No (if yes you must provide details; description, date and location) 4. List all names, nicknames and aliases by which you have been known: 5. List two (2) of your previous addresses, immediately prior to your present address: d:�� �' 1�j 1 �_}fr 1 au M. � M1 1(385 CROSSTOWN BOULEVARD N.W. - ANDOVER, MINNESOTA 135304 a (783) 755-5100 FAX (789) 7B5-0929 - WWW.ANDOVER D4 N. GOV UNLY I°t1LLY COMI'LI_-'iGD API'LICA T IOIJS AItE ACCEPTED. PAYMENT AND ALL REOUI RED DOCUMENTATION ISI<F.6lUIRED Ar TIME OF APPLICATION ou3NIiam. z3 -1 z G��_9I�i' �9�- 1,€ ��t3iRED �3C)�;1l�If�� Sl9'yj'Y'islx_° ❑ License Application Packet, fh.dly completed. ❑ Payment $250.00 ❑ Photocopy of Current Minnesota Driver's I_irerlse, Minnesota State 1.,,s .Ird Identliicotion Card or other (3ovo-xnTient losuod IdontiNcation as ovidenre that applicant is at least eighteen ('18) years of age. ❑ Wo kers Compensation Form (State rmquirerrient) ❑ Tax Clearance Form (Stato requiroment) ❑ I erine8sen Warning form (State r(iquircrnent) ❑ MInnosotet Department of ReVenLM Llcense Application (:Mate: recti.thorrimit) I agree to waive my constitutional Iights against search and set _um and will freely permit peawe officers to inspect: my premises and agree: to the forfeiture of my license if found to have violated the provisions of the ordinance providing for the granting of this license. I do hctnby swear that the: answers Irl tills application are true and correct to the best of my knowledge. I CIO authorize, the City of Andover, its agents and employees to ollhiin any necossaly in'urrnation and to conduct all Investigation, including background cher.,ks, as deemed necessary by the City of Andover into 1110, truth of the siaterhonts set forth hi tills .application and the qualifications lbr said license. I do understand tinct providing false inforrnation shall be grounds for denial of my license. I fully Linclerstand that it is my responsibility to be familiar with and abide by the: requirements of the City, which is detailed in the pertinent section of the Andover City Coda:, whlrh is available on the City website at �,Tnw_�nrlgvn(_iTtn.gov or upon requeist front the City Cleric and to he farniliarwith and abide by the laws of the State of Minnesota relating to this licensure. I further Understand that the Information supplier) within this applicatlon is nlassi(lod as public (lata and will be provided to the public., upon request. Signature: Date: ae _.. ___A,pprnvecL•�,,T._. 1'4QJ '10 50.00 LICo I e 4 by City council: _---.Approved ..-------. Denied Data: CERTIFICATE OF COMPLIANCE MINNESOTA WORKER'S COMPENSATION LA` V PRINT LEGIBLY IN INK OR TYPE Minnesota Statute, Section 176.182 requires every state and local licensing agency to withhold the issuance or renewal of a license or permit to operate a business or engage in any activity in Minnesota until the applicant presents acceptable evidence of compliance with the workers' compensation insurance coverage requirement of Minnesota Statutes, Chapter 176. The required workers' compensation insurance information is the name of the insurance company, the policy number, and the dates of coverage, or the permit to self -insure. If the required information is not provided or is falsely stated, it shall result in a $2,000 penalty assessed against the applicant by the Commissioner of the Department of Labor and Industry. ALL APPLICANTS. I certify that the information provided on this form is accurate and complete. If I am signing on behalf of a business, I certify th> a plilth�to sign on behalf of the business. Signature: Printed Name: ---/- - .—. ---- --- Title: _ _ _ -- --- Date: _10y — 1 I am not require worker's compensation insurance coverage because: 5k ! have no employees El I have employees but they are not covered by workers' compensation law. (see Minnesota Statute 176.041 for list of excluded employees) Explain why your employees are not covered: COMPLETE THIS PORTION ONLY IF YOU ARE INSURED: A valid porker's compensation policy must be kept in effect at all times by employers as required by law. Business Name (Individual name only if no company name is used): DBA (if applicable): , nae_ �ek 2i Nrr e,. C Address (must include street address):�it (j _aSL�J ,�bt��u✓� /�V� SS�6 �J Insurance Company Name (not agent): Workers Compensation Policy No.: "ZC Effective Date: _ZbnI7AO Expiration Date: IF SELF-INSURED -ATTACH A COPY OF THE PERMIT TO SELF -INSURE NOTE: if your worker's compensation policy is canceled within the license period, you must notify the agency who issued the license/permit by resubmitting this form. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINN E_ TA 553b4 - FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City Admini FROM: Lee Brezinka, Finance Manager SUBJECT: Approve Funds Transfer and Budget Amendments — Road & Bridge Capital Projects Funds (CPF) DATE: September 7, 2021 INTRODUCTION At the August 24th workshop, Council discussed transferring funds from the General Fund to the Road & Bridge CPF for the construction of roadway maintenance/improvements ($750,000). DISCUSSION During the 2022 budget development process, an emphasis was placed on roadway maintenance/improvements. This transfer will allocate $750,000 to the Road & Bridge CPF to provide a one-time infusion of funds for the construction of roadway maintenance/improvements. The General Fund is able to allocate these funds due to revenues exceeding expenditures over the past few years. BUDGETIMPACT This transfer will expedite the construction of roadway maintenance/improvements. Budget amendments will also be made to the adopted budgets of the General Fund making the transfer and the Road & Bridge CPF receiving the funds. ACTION REQUESTED The Andover City Council is requested to approve the aforementioned transfer and corresponding budget amendments. Respectfully submitted, 9' Lee Brezinka Y 0 F O ` V E 1685 CROSSTOWN BOULEVARD N.W. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers FROM: Jim Dickinson, City Administrator SUBJECT: Approve 2022 Anoka County Sheriff Contract DATE: September 7, 2021 INTRODUCTION Each year the City Council approves the subsequent years (2022) law enforcement contract with the Anoka County Sheriff s Office as part of the annual budget process. The proposed 2022 contract is attached for the City Council consideration. DISCUSSION City Administration has had discussions with the Anoka County Sheriffs Office for a 2022 status quo contract. The Anoka County Sheriff's Department was present at the August 24' workshop meeting to discuss the 2022 contract proposal with the Council which reflects a 1.53% increase ($50,440) in total contract cost. The proposed 2022 City of Andover Law Enforcement proposed expenditure budget is $3,337,486 which is offset by a Police State Aid revenue budget of $137,280 and School Liaison revenue budget of $104,378 reflecting a net tax levy impact of $3,095,828. The Anoka County Sheriff s contract provides for 80 hours per day of patrol service, 6 hours per day of service provided by a Community Service Officer, a School Liaison Officer in the middle school and high school, a full-time patrol investigator, a full-time crime investigator and 50% of the costs associated with the Crime Watch Program's coordinator position. Please note: Per contract, the Sheriff always provides the required number of deputies for all hours contracted by the City. If the Sheriffs Office has a deputy vacancy or a deputy is injured etc., they still provide the City with a deputy at straight time even though they may have to fill those hours with overtime which at times may cost the Sheriff s Department additional but is not billable per the contract. BUDGETIMPACT The contract total of $3,337,486 is contained in the City of Andover proposed 2022 Budget. ACTION REQUESTED The Andover City Council is requested to consider approval of the attached 2022 Anoka County Sheriff's submitted, — Sheriff s Contract Andover — Cost Summary ✓ Anoka County Contract No. C0008764 LAW ENFORCEMENT CONTRACT THIS CONTRACT is made and entered into this _ day of 2021, by and between the County of Anoka, a political subdivision of the State of Minnesota, and the Anoka County Sheriff, hereinafter referred to as the "County," and the City of Andover, 1685 Crosstown Boulevard Northwest, Andover, Minnesota 55304, hereinafter referred to as the "Municipality," for the period of January 1, 2022, through December 31, 2022, hereinafter referred to as the "Contract Term." WITNESSETH: WHEREAS, the Municipality is desirous of entering into a contract with the County, through the Office of the Anoka County Sheriff (hereinafter Sheriff), for the performance of the law enforcement functions hereinafter described within the corporate limits of said Municipality; and WHEREAS, the County is agreeable to rendering such services and law enforcement functions on the terms and conditions hereinafter set forth; and WHEREAS, such contracts are authorized and provided for by Minn. Stat. §§ 471.59 and 436.05. NOW, THEREFORE, pursuant to the terms of the aforesaid statutes, and in consideration of the mutual covenants expressed herein, it is agreed as follows: PURPOSE The County, through its Sheriff, agrees to provide police protection within the corporate limits of the Municipality to the extent and in the manner as hereinafter set forth. It. SERVICES TO BE PROVIDED BY THE COUNTY A. Except as otherwise hereinafter specifically set forth, such services shall encompass the duties and functions of the type normally coming within the jurisdiction of the Sheriff pursu.artt.to Minnesota. Law, -and, in addition, -the Sheriff -and _his duly assigned. deputies shall, within the Municipality's corporate limits, exercise all the police powers and duties of city police officers as provided by Minn. Stat. § 436.05. B. The rendition of services, the standard of performance, the discipline of the deputies, and other matters incident to the performance of such services and the control of personnel so employed, shall remain in and under the sole control of the Sheriff. C. Such services shall include the enforcement of Minnesota State Statutes and the municipal ordinances of the Municipality. D. Except as otherwise noted, the Sheriffs Office maintains control, and autonomy with respect to the methods, times, means and personnel to be used in furnishing services to the Municipality under this Contract. E. The County shall furnish and supply all necessary labor, supervision, equipment, and communication facilities for dispatching, jail detention (including the cost of such detention), and daily patrol service as specified in Paragraph II.F. and Attachment A of this Contract, and shall be responsible for the direct payment of any salaries, wages, or other compensation to any County personnel performing services pursuant to this Contract. The County agrees to provide law enforcement protection as follows: During the Contract Term, the Sheriff will provide Eighty (80) hours per day of daily patrol service. Said daily patrol service shall be exercised through the employment of patrol cars, to be supplied, equipped, and maintained by the County and staffed by Sheriffs deputies. Daily patrol service will provide and fulfill those services and duties ordinarily provided and fulfilled by city police officers as provided by state law and municipal police officers as provided by state law and municipal ordinances. Notwithstanding the number of hours of patrol services listed in this agreement, the County agrees to provide additional law enforcement services and emergency assistance, as the demand arises and resources allow, at no additional cost to the Municipality. The Sheriff will also provide Six (6) hours per day of service by a Community Service Officer. In addition, the Sheriff will provide the service of a Community Service Officer for park security, twenty (20) hours per week, April through September. The Sheriff, upon consultation with the Law Enforcement Committee created pursuant to Paragraph VI. herein, shall determine the time of the day during which the patrol service shall be provided. The Sheriff may periodically change the times of patrol service in order to enhance the effectiveness of the coverage. The Sheriff will also provide a Patrol and Crime Investigator. The Investigators will provide an additional eighty (80) hours per week coverage investigating crimes — — within the City of-Andover:—The Investigators will be issued a vehicle and be -granted -take-home privileges, per Anoka County Sheriffs Office Policy, for that vehicle. -2- The Sheriff will also provide 2 full-time Deputy Sheriffs to be assigned as a School Liaison Officer, in the Municipality's schools during the school year. This will include the middle school and the high school. During the non -school months, these officers will continue to be assigned in the Municipality to work in such areas as patrol, selected enforcement efforts, and crime prevention. The County also agrees to cover 50% of costs associated with the Crime Watch Program's coordinator position. The Municipality agrees to cover the remaining 50%. III. DUTIES OF MUNICIPALITY A. It is agreed that the Sheriff shall have all reasonable and necessary cooperation and assistance from the Municipality, its officers, agents, and employees, so as to facilitate the performance of this Contract. B. This Contract shall not alter the responsibility for prosecution of offenses occurring within the Municipality as is currently provided by law. Likewise, collection and distribution of fine monies shall be controlled in the manner provided by law. IV. COMPENSATION/TERM The Municipality hereby agrees to pay to the County the sum of Three Million Three Hundred Thirty Seven Thousand Four Hundred Eighty Six Dollars and 00/100s ($3,337,486.00) for the contract term for law enforcement protection. Said sum is payable in four (4) equal installments due March 31, June 30, September 30, and December 31 of the Contract Term. The County agrees that the Municipality will receive a credit against its contract price obligation as a result of anticipated Police State Aide. The amount of the credit will be determined by the amount of money received per sworn officer from the State of Minnesota times the number of sworn officers charged to service the contract. V. RENEWAL This Contract may be renewed for a successive period of one (1) year. Said renewals shall be accomplished in the following manner: A. Not later than one hundred fifty (150) days prior to the expiration of the - current Contract, the County; through -its -Sheriff, -shall notify the Municipality in writing of its intention to renew. Said notification shall include notice of any increase in total contract cost. -3- B. Not later than ninety (90) days prior to the expiration of the current Contract, the Municipality shall notify the Sheriff in writing if the Municipality does not wish to accept the increased costs and renew the Contract for a successive one year term. If the Municipality fails to notify the County in writing that it does not intend to renew the Contract, the Contract shall automatically renew for another one-year period under the terms of this Contract and any increase in costs provided to the Municipality under the notice requirement of section V.A. of this Contract. VI. COLLABORATION The County, through its Sheriff or his designee(s), agrees to meet as needed with the governing council of the Municipality. The purpose of said meetings shall be for the Municipality to provide feedback to the County and for the parties to confer and discuss potential improvements in the implementation of services under this Contract. The Sheriff shall make reasonable efforts to consider the Municipality's concerns or requests. The time and place of these meetings shall be determined by the Municipality with reasonable notice to the Sheriff. VII. DISBURSEMENT OF FUNDS All funds disbursed by the County or the Municipality pursuant to this Contract shall be disbursed by each entity pursuant to the method provided by law. VIII. STRICT ACCOUNTABILITY A strict accounting shall be made of all funds, and reports of all receipts and disbursements shall be made upon request by either party. IX. AFFIRMATIVE ACTION In accordance with Anoka County's Affirmative Action Policy and the County Commissioners' policies against discrimination, no person shall illegally be excluded from full- time employment rights in, be denied the benefits of, or be otherwise subjected to discrimination in the program which is the subject of this Contract on the basis of race, creed, color, sex, sexual orientation, marital status, public assistance status, age, disability, or national origin. X. INDEMNIFICATION The Municipality and the County mutually agree to indemnify and hold harmless each other from any claims, losses, costs, expenses, or damages, injuries or sickness resulting from the acts or omissions of their respective officers, agents, or employees, relating to the activities conducted by either party under this Contract. XI. TERMINATION This Contract may be terminated by the mutual agreement of the parties. This Contract may be unilaterally terminated by either party at any time with or without cause upon not less than one hundred eighty (180) days written notice delivered by mail or in person to the other party. Notices delivered by mail shall be deemed to be received two (2) days after mailing. Such termination shall not be effective with respect to services rendered prior to such notice of termination. XII. NOTICE For purposes of delivering any notices hereunder, notice shall be effective if delivered to the Anoka County Sheriff, 13301 Hanson Boulevard Northwest, Andover, Minnesota 55304, on behalf of the County; and the City Administrator of the City of Andover, 1685 Crosstown Boulevard Northwest, Andover, Minnesota 55304, on behalf of the Municipality. XIII. ENTIRE AGREEMENT/REQUIREMENT OF A WRITING It is understood and agreed that the entire agreement of the parties is contained herein and that this Contract supersedes all oral and written agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous contract presently in effect between the parties relating to the subject matter thereof. Any alterations, variations, or modifications of the provisions of this Contract shall be valid only when they have been reduced to writing and duly signed by the parties herein. 5- IN WITNESS WHEREOF, the Municipality, by its governing body has caused this Contract to be signed by its Mayor and attested by its Clerk, and the County of Anoka, by resolution of the County Board of Commissioners, has caused this Contract to be signed by the County Sheriff, Chairman of the County Board of Commissioners, and attested by the County Administrator, all on the day and year first above written. COUNTY OF ANOKA By: Scott Schulte, Chair County Board of Commissioners Dated: ATTEST By: Rhonda Sivarajah County Administrator Dated: Bv: James Stuart Sheriff Dated: APPROVED AS TO FORM By: Bryan Lindberg Assistant County Attorney Dated: M CITY OF ANDOVER By: Its:_ Mr+�so t Dated: By: _ Its: Dated: Andover - Cost Summary January 2022- December 2022 TOTAL VEHICLE COSTS $415,956 Ill. Administrative Costs A. PSDS Maintenance costs & Aps 18,848 B. Administrative, Clerical,+computer fee charges Etc. 275,153 Total Administrative Costs $294,0031; IV. TOTAL COST TO CONTRACTING MUNICIPALITY $3,337,486 "Less Amount Received From State for Police State Aid 137,280 NET COST TO CONTRACTING MUNICIPALITY $3,200,206- - - - 'This figure is determined by the State and is subject to fluctuation. The latest estimate is $6600 per Deputy. Revenue received is for previous year Deputy hours hired prior to Aug 1 Detail Attached Attachment A 1. PERSONNEL A. Sworn Deputy Sheriff 1.) 16.80 Patrol Deputies 1,369,805 2.) 7 Overtime (Average hours/month per Deputy) 87,918 3.) 2 Liaison Officers 163,072 4.) 2 Patrol Investigators 165,932 B. Non -Sworn C.S.O. 6 hours per day 39,420 Non -Sworn C.S.O. - Parks 9,360 C. Crime Watch Coordinator 20 hours/week 30,837 Benefits for Sworn and Non -Sworn Personnel Total Benefits 761,185 TOTAL PERSONNEL COSTS $2,627,629, II. VEHICLE A. Police Equipped Vehicles 3.5 Squads 120,350 B. C.S.O. Vehicle 1 Vehicle 4,000.00 C.S.O. Vehicle- Parks 0 (split usage with cso vehicle above) 3,200.00 C. Liaison/inv./crime watch Vet 1 Vehicle 32,800.00 D. Crime Watch Coordinator Vehicle -1/2 0.00 E. Patrol/Crime Investigators Vehicles/Crime Watch 0.00 F. Total Maintenance Costs for all vehicles 1.) Vehicle 170,418 2.) Emergency & Communications Equipment 42,903 3.) Emergency Vehicle Equip. repic fee 5,000 4.) Insurance 27,550 5.) Cellular Telephone 9,734 Total Maintenance Costs 255,606 TOTAL VEHICLE COSTS $415,956 Ill. Administrative Costs A. PSDS Maintenance costs & Aps 18,848 B. Administrative, Clerical,+computer fee charges Etc. 275,153 Total Administrative Costs $294,0031; IV. TOTAL COST TO CONTRACTING MUNICIPALITY $3,337,486 "Less Amount Received From State for Police State Aid 137,280 NET COST TO CONTRACTING MUNICIPALITY $3,200,206- - - - 'This figure is determined by the State and is subject to fluctuation. The latest estimate is $6600 per Deputy. Revenue received is for previous year Deputy hours hired prior to Aug 1 Detail Attached Andover Eighty Hour Coverage 365 DAYSIYEAR January 2022• December 2022 SIX Hours C.S.O. 366 DAYS/YEAR Park CSO Twenty HourslWeek - Aprll Through September A. Sworn Deputy Sheriff II. VEHICLE 1.) 16.80 Deputies at $6,795 /month A. Police Equipped Velilcles 3.6 Squads 1,369,805 2.) 7 Overtime (Average hours/month per Deputy) 87,918 3.) 2 Llalson Officer 3,200.00 163,072 4.) 2 1.0 Patrol & 1.0 Crime Investigators D. Investigator Vehicle 0 Vehicle Mate other 3 each year 166,932 5.) 1.) Vehicle 169,636 B. Non -Sworn C.S.O. 6 hrs/day 2.) Emergency & Communications Equipment & replc,fee 42,903 39,420 Non -Sworn C.S.O. - Parks 9,380 C. Benefits for Sworn and Non -Sworn Personnel 6.) Cellular Telephone 9,734 P.E,R,A.(Sworn) 316,261 TOTAL VEHICLE COSTS P.E.R.A. (Non -Sworn) 3,659 FICA 3,732 B. Administrative, Clerical,+ computer fee charges Etc. Medicare 26,908 Severance Allowance 45,868 Unemployment Compensation 2,753 Life Insurance 874 Health Insurance 293,280 Dental Insurance 9,922 Long Term Disability Insurance 2,601 Worker's Compensation 17,264 Uniforms 26,276 Total Benefits 748,276 TOTAL PERSONNEL COSTS II. VEHICLE A. Police Equipped Velilcles 3.6 Squads 120,360 B. C.S.O. Vehicle 1 Vehicle 4,000.00 C.S,O.Vehicle -Parks 0 (split usage With csovehlcleabove) 3,200.00 C. Llalson Vehicle 1 Vehicle euylneweachyearmly. 32,800.00 D. Investigator Vehicle 0 Vehicle Mate other 3 each year E. Maintenance Costs 1.) Vehicle 169,636 2.) Emergency & Communications Equipment & replc,fee 42,903 3.) Emergency Vehicle Equipment replc. Fee 5,000 4.) Insurance 26,100 6.) Cellular Telephone 9,734 Total Maintenance Costs 253,376 TOTAL VEHICLE COSTS MMIMM III. Administrative Costs A. PSDS Maintenance costa & APS 18,848 B. Administrative, Clerical,+ computer fee charges Etc. 266,378 Total Administrative Costs IV. TOTAL COST TO CONTRACTING MUNICIPALITY $3,281,734 "Less Amount Received From State for Police State Aid 137,280 NET COST TO CONTRACTING MUNICIPALITY _ $3,144,454 "Thls figure Is determined by the State and Is subject to 8uctuetlon. The latest eetimato Is $6.600 per Deputy. Revenue ra elved is for prevlous year Deputy hours hired prior to August 1 Andover Crime Watch Coordinator January 2022 - December 2022 Average 20 Hours/Per Week ll■7�'�� �I�L� A. Civilian 1.) 1 Crime Watch Coordinator 260 DAYS/YEAR B. Benefits for Non -Sworn Personnel P.E.R.A. (Non -Sworn) 4,626 FICA 4,718 Severance Allowance 1,665 Unemployment Compensation 93 Life Insurance 42 Health Insurance 14,100 Dental Insurance 477 Long Term Disability Insurance 86 Worker's Compensation 12 Uniforms 0 Total Benefits TOTAL PERSONNEL COSTS II. VEHICLE A. Crime Watch Coordinator B. Maintenance Costs 1.) Vehicle 2.) Cell Phone 3.) Insurance Total Maintenance Costs TOTAL VEHICLE COSTS III. Administrative Costs Administrative, Office Space, Office Supplies, Etc. IV. Program Costs V. TOTAL COST OF CRIME WATCH PROGRAM VI. CRIME WATCH PROGRAM _ City Of Andover 50 % NET COST TO CONTRACTING MUNICIPALITY 1 Vehicle leased annually 1,560 0 2,900 61,675 25,819 $111,503 $55,752 $55,752 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.ANDOVERMN.GOV TO: Mayor and Councihnembers CC: James Dickinson, City AdministratoV� Joe Janish, Community Development ire FROM: Jake Griffiths, Associate Planner SUBJECT: Hold Public Hearing: Vacation of Temporary Cul -De -Sac Easement — 15779 Avocet St NW & 15768 Avocet St NW - Planning DATE: September 7, 2021 On July 20, 2021 the City Council approved a preliminary plat for the Oakview Acres residential development. As part of the development, an existing temporary cul-de-sac on Avocet St NW will be extended in order to serve the new development. There are two existing homes that front this temporary cul-de-sac which are located at 15779 Avocet St NW and 15768 Avocet St NW. During the extension of the roadway the existing temporary cul-de-sac will be removed by the developer and the area will be restored to be a "normal" roadway. Since the temporary cul-de-sac is going to be removed, there is no longer a reason for the City to maintain its easement rights for the temporary cul-de- sac. Accordingly, staff is recommending that the temporary easement for cul-de-sac purposes on the subject properties be vacated. ACTION REQUESTED The City Council is requested to hold a public hearing and make a decision on the vacation of temporary cul-de-sac easement request. tfully submitted, <:�;Jake Griffiths Associate Planner Attachments Draft Resolution of Approval Site Location Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO A RESOLUTION VACATING A TEMPORARY EASEMENT FOR CUL-DE-SAC PURPOSES OVER, UNDER AND ACROSS 15779 AVOCET ST NW, PIN 14-32-24-34-0048, AND 15768 AVOCET ST NW, PIN 14-32-24-34-0061, LEGALLY DESCRIBED AS FOLLOWS: A temporary easement for Cul-de-sac purposes over, under and across that part of Lot 1, Block 3 and Lot 13, Block 4, Oakview Park, according to the plat thereof, Anoka County, Minnesota, which lies within the circumfrence of a circle having a radius of 45.00 feet, the center of said circle is the point of intersection of the centerline of Avocet St NW as dedicated in said plat with a line drawn 40.00 feet West of the East line of said plat. WHEREAS, the extension of Avocet St NW and ultimate removal of the existing temporary cul- de-sacs no longer necessitates the need for the temporary easement for cul-de-sac purposes; and WHEREAS, a public hearing was held pursuant to the requirements of Minnesota State Statute and City Code 8-6-1; and WHEREAS, the City Council finds the request would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby grants the vacation of the temporary easement for cul-de-sac purposes subject to the following conditions: 1. The vacation of temporary easement for cul-de-sac purposes is contingent upon the recording of the final plat of the Oakview Acres residential development, removal of the existing temporary cul-de-sac and restoration of the subject properties to the satisfaction of the City Engineer. 2. All other temporary easements for cul-de-sac purposes as part of the Oakview Park Addition shall remain as currently dedicated. Adopted by the City Council of the City of Andover on this 7th day of September 2021. ATTEST Michelle Hartner, Deputy City Clerk CITY OF ANDOVER Sheri Bukkila, Mayor AN -0 OVE R Site Location iegono I.iit2 R' T �y I ii4611 I ifi i,i 1 in i I ilt i I t ~Ir �]ti IiR3G � �1 i7tt? I.,fi ,l i; 1. .. Vii. "•. �.\ ' •I - I i8.i91 I It ill 1583- I,iS3- %1ifSIlS'�,' I. y lilS2.i ._'O > s' `ni- Ii"� -1 It .1 ilS2-1 15791 I.0114^ 1:798. : ' 1981 1131310 15809 1. X157111 .1-i 7101 1i7lll2 AL ,>- - ° -I 5788, : � � I - � 1581-1 I )7-17379 .151 17,9 ' I.t776' . . I �. -'� >? i9 ,i/ ^�-' > - Site LOCaiIOn, •�'�11 r � l: 766 ^ �' I i'�7t .�� �� � �` 1:,780 15735 ' 1 ,l2i > 1.,7113 �,-r 1114'1 h r• ` iul: 1 i� k12 \�/131101 13-0.i� i I iGftfi 121 11680 n � 1 5008 I ,q • � r jj-- _ ♦ � I il,b I_' W-1. Date Created: August 23, 2021 Disclatmer. The provider makes no representation or warranties with respect to the reuse o/ this data. Y 0 F O `T ♦ L. 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO CC FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Administratr �� Joe Janish, Community Develop ent ' for Jake Griffiths, Associate Planner Approve Final Plat — Oakview Acres — Planning September 7, 2021 BACKGROUND On July 20, 2021 the City Council approved a Preliminary Plat and Rezoning request for a development to be known as Oakview Acres located at existing 1326 & 1346 — 161st Ave NW. Twenty-two (22) single-family urban lots were proposed as part of the development. Since that time the developer has addressed the remaining comments from preliminary plat review and has started work on grading the site. DISCUSSION The proposed final plat creates twenty-two (22) single-family urban residential lots. The developer will be required to pay park dedication and trail fees at time of final plat. City staff has completed review of the final plat and provided comments to the developer that will need to be addressed prior to release of the final plat. A copy of these comments is attached for the Council's review. Please note that typically final plat approval would be brought forward as part of the consent agenda. The only reason this application is not being brought forward in that manner is the vacation of easement reviewed as part of the previous agenda item required a public hearing. ACTION REQUESTED The City Council is requested to adopt the attached resolution approving the final plat with conditions. espectfully submitted, Jake Griffiths Associate Planner Attachments Resolution Site Location Map August 23, 2021 Review #1 Comments Final Plat CC: Brian Theis, Tamarack Land Development (Via Email) il CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO R A RESOLUTION APPROVING THE FINAL PLAT OF "OAKVIEW ACRES" FOR PROPERTY LEGALLY DESCRIBED AS: The East Half of the West Half of the Southeast Quarter of the Southwest Quarter of Section 14, Township 32, Range 24, Anoka County, Minnesota. I:MED The East Half of the West Half of the Northeast Quarter of the Southwest Quarter of Section 14, Township 32, Range 24, Anoka County, Minnesota. WHEREAS, the City Council has approved the preliminary plat for the project to be known as "Oakview Acres"; and WHEREAS, the Developer has presented a final plat of "Oakview Acres" and it is consistent with the approved preliminary plat. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of "Oakview Acres" contingent upon the following: 1) The plat shall conform to the final plat stamped received by the City of Andover on August 20, 2021, except as per the corrections noted below. 2) Conditions approved as part of the preliminary plat shall be satisfactorily met prior to filing of the final plat. 3) Comments from City Staff dated August 23, 2021 shall be satisfactorily addressed prior to the release of the final plat. 4) A development agreement acceptable to the City Attorney shall be executed and recorded with Anoka County with the final plat. 5) Separate Vehicle Maintenance Access and Temporary Cul -De -Sac Easements shall be provided over, under, and across the appropriate locations which must be approved by the City Attorney and recorded at the County with the final plat. 6) Park dedication and trail fees shall be paid. 7) Title Commitment and final plat must be approved by the City Attorney. Adopted by the City Council of the City of Andover this 7th day of September 2021. ATTEST: CITY OF ANDOVER Michelle Harmer, City Clerk Sheri Bukkila, Mayor NDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMORANDUM TO: Brian Theis, Project Manager FROM: Jake Griffiths, Associate Planner SUBJECT: Oakview Acres/ Final Plat / Review #1 DATE: August 23, 2021 The following comments are regarding Review #1: 1. Sheet 1 and 2: Correct street names (160th Lane NW, 159th Lane NW, Avocet St NW). 2. When the final plat is approved and recoded at the County, a digital copy of the plat (.dwg file) shall be submitted to the City. 3. Need to provide separate recordable documents for Vehicle Maintenance Access easements, and Temporary Cul -De -Sac Easement. Templates and examples have been previously provided via email. 4. In the Title Commitment under Schedule B, Part 1 #1, it states that the proposed insured must notify the Title Company in writing of the name of any party not referenced in the Commitment who will obtain an interest in the land and that the Title Company may then make additional requirements or exceptions. Since the City is going to be obtaining easement interests in the property, this is something the Title Company may need to know about. 5. You are encouraged to contact David Zieglmeier, Anoka County Surveyor, at (763) 324-3112 or by emailing david.zieglmeier@co.anoka.mn.us to ensure the format of the final plat will be acceptable to the County for recording. 6. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing (get digital copy from City and type responses below original comment) when re- submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or Jake Griffiths, Associate Planner at (763) 767-5142. OAKVI EW ACRES City of Andover County of Anoka Sec. 14, Twp. 32, Rog. 24 i i - - - - - - - - -- - --- _----------- ---- ::-;; -:.::. r , 60 �.... ..... go II OF M£ EI/2-WI/4-NE1/1-SWI ` 60 0°20'22"W 90 -E LAE OF ]HE E1/3 WI/e-SEI/1 Swl/4 a' I a' I= zl BLOCK 1 I„ a,wl W FI I33 I 60 �m d^LWr/4 CORNER r fOVNO over Im P, r YONUNEM SI4-T ,dw iii or � z—4� D£NO7ES IRON MONUMENT FOUND 9) FOUND MOM COUNTY MONUMEN( 0 f00 2-A 300 Si IN FEET 1 INCH - led FEET KNOW ALL PERSONS BY THESE PRESENTS: That TAMARACK LAND- OAKVIEW ACRES, LLC awnerof Ne fdlowing descriceE The East Half of the West Heist the Southeast Quarterof the Southwest Quarterof Section W, Township 32, Rai 24, Anoka County, Minnesota. AND The East Half of Ne West Hattof Ne Northeast Quarter of the Southwest Quarterof Section 14, Township 32, Range 24,Moka County. Minnesota. Have caused Ne same w W surveyed and Added as OAKVIEW ACRES and do hereby dedieateto the puaicror pUMic use the pubnoways and Ne drainage antl a9lity easements as Passed by this plat In eithesswhereof saW TAMARACK LAND - OAKVIEW ACRES, LL0. a Minnesota limbetl liability company, has caused Nass presents to be signed by Or TAMARACK LAND- OAKVIEW ACRES, LLC (Signature) (Name Printed) President SURVEYORS CERTIFICATION I Claris Amboum do hereby ceNfy that this Pat was prepared by me or undermy direct supervision: that I am a dely Licensetl Land Berri in the Sesta of Minnesota; Nat this plat is a correct representation MNe boundary survey; Nal all mathematical data and labels are wrrecuy designated on this plat; Nal all monuments depicted on this plat have been, or will be correctly set within one year. Nat all water boundaries and wet lands. as definetl in Minnesota Statutes, Section 505.01, Subd 3, as of the date of this ocNOcale are shown and labeled on Nis plat; and all public ways are shown and labeled on this plat Dated do_day of , 20_. Chns Annamen. U2nsed Land Surveyor Minnesota License No. 43D55 STATE OF MINNESOTA COUNTY OF This instmment was ackrrowletlged before me on 20_, by Chris Amboum. COUNTY SURVEYOR I hereby certify that in accoMance with MinnemU Si Reopen 505.021, Subd. 11, Nis plat has been reviewed and David M. deglmeier Make County Surveyor COUNTYAUDITORTREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9. crew payable in Me year 20 an Me land hereinb dem recorded have been pad. Also, pursuant to Minnesota Statutes. Section 272.12. Nara are aro delinquent taxes and transfer entered Nis_ day of .20_ PropeM Tax Adminidector STATE OF (Sgarri (Name Printed) COUNTY RECORDERBEGISTFAR OF TITLES COUNTY OF County of MOM, Slate of Minnesota Notary Real, County, Minnesota This Incinerates was ackmated cal before me on by President of TAMARACK L hereby sedgy Nat Nis pat of OAKVIEW ACRES was filed in the of of the County Rewrder/Regi54ar M Titles for public LAN D-OAKVIEW ACRES, LLC, a Mlnnesea limited liaWits company. My Commission Expires rewM on this day of ,20_,al_o'dack_.M. and was duly recorded as Document (Signature) (Name Printed) Notary Pudic, County, My Commission Expires CITY COUNCIL, CITY OF ANDOVER, MINNESOTA TMs pat of OAKVIEW ACRES was approved and accepted by has City Council of the City of Andover, Minnesota ata regular meeting Hereof held his day of , 20_, and sod Mat is in Wmsimme with Ne Parisians of Minnesota Salutes. Section 505.03. Subd 2. City Council, City of Andover, Minnesota Mayor Clerk County RemNer/Registrar M Titles Deputy ® Stantec \ 4 4 5 12 \ 3 .a. 3 BLOCK 62 a 1tBLOCK 2c rn aN i6 N�SHEET i BLOCK 32 2 SEE 2 7 16 2 isADVOCET as11 8 9 STREET w [ME Of TrE Es/1-w1/2-1E1/4-SN1/e N °31'12"E R6 0.45 6Q r`W. 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L___ _____ I3].)0________W'2W 2M.27 ------------------- Inffi�1 Sm� 'g3 z 188 � ] S oy I Lw2BZPw Pne9_____J o L______-__--uF 2a2.aa-- � -i-2B.BB ^lb� y2'J5Y5w=15 `t4 I �m I A'ssa:5e£flxlo -� -y NNINPCE AND I NRUIY FFSEUENf WET I LAND __---___ 26JA9 E 2630.45 � I I I 1 � -- Y City of Andover County of Anoka Sec. 14, Twp. 32, Rng. 24 aw ---uB.BB---- 1 1 --E ANO URLRY USEMEM 4�1 BLOCK I I 81 I 8 91 12 � I W Z o I _ L _ _ _ _ _ _yy2D'uw 2x3.ar-4 -------------- t wm-wT low ci151 - v _ / I I \�\ w y L_____ I Z5 SB4J5YBF`, / L-1023 F'a SO20p29Y16R6os A'}/ w J]GJ1 \ 1 r - Ih Z J -1 ivly __ 10 8 Q Lz ..]J L d 29_20NSPXLi2W 19A60 --V \ 8 6 bgdl 1 '? 9 .L-_ - II � -- • DENOTES 1/2 /NCH IRON PIPE MONUMENT FOUND O DENOTES 1/2 INCH BY 14 /NCH IRON PIPE MONUMENT SEF WITH PIASBC CAP MARKED RIS NO. 43055 (j) FOUND MOM COUNTY MONUMENT — NET — WET U D EDGE BEARING BASIS NOR` ME SOUTH LINE OF THE SWI/4 SEC. 14 E32 R.24 IS ASSUMED TO BEAR SBB'16'41'E DRAINAGE AND ILRY EASEMENTS PRE SHOWN THUS: o II o ---+----I L -A ---- NOT TO SCALE BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING PUBLIC WAYS AND REAR LOT ONES, UNLESS OTHERWISE INDICATED ON THIS PIAT. I— I ® Stantec Ch"f 2 of 9 Chad' Y / 40 i 1 \ --E ANO URLRY USEMEM 4�1 BLOCK 3 l`56•\6.299 WONT t wm-wT low ci151 AD CE / I STREET \�\ h/ L-267R-IJ.50 £' �• SB4J5YBF`, / L-1023 F'a \\ <v 'S A'}/ 2.14 , E/d.]TIYIS' J]GJ1 \ 1 • DENOTES 1/2 /NCH IRON PIPE MONUMENT FOUND O DENOTES 1/2 INCH BY 14 /NCH IRON PIPE MONUMENT SEF WITH PIASBC CAP MARKED RIS NO. 43055 (j) FOUND MOM COUNTY MONUMENT — NET — WET U D EDGE BEARING BASIS NOR` ME SOUTH LINE OF THE SWI/4 SEC. 14 E32 R.24 IS ASSUMED TO BEAR SBB'16'41'E DRAINAGE AND ILRY EASEMENTS PRE SHOWN THUS: o II o ---+----I L -A ---- NOT TO SCALE BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING PUBLIC WAYS AND REAR LOT ONES, UNLESS OTHERWISE INDICATED ON THIS PIAT. I— I ® Stantec Ch"f 2 of 9 Chad' 1 1 I .-A 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 �q FROM: Joe Janish, Community Development Director SUBJECT: Consider Preliminary Plat —Meadows at Nightingale — PID# 22-32-24-31- 0019 — Tamarack Land Development (Applicant) DATE: September 7, 2021 INTRODUCTION Tamarack Land Development, LLC has submitted a preliminary plat application for the proposed Meadows at Nightingale residential development located at the intersection of 151` Lane NW and Nightingale Street NW. The proposal consists of 20 total single-family urban residential lots. DISCUSSION The Andover Review Committee (ARC) has reviewed the preliminary plat application and submitted comments to the developer. The remaining comments that have yet to be addressed are attached for your review. City staff would suggest the comments be reviewed as part of the preliminary plat review. The comments are not expected to impact the layout of the development. Conformance with Local Plans and Ordinances 1. The property is located within the Metropolitan Urban Services Area (MUSA) boundary. 2. The proposal has a net density of 3.23 units/acre which meets Comprehensive Plan requirements. 3. The property is currently zoned R-4: Single Family Urban. 4. A variance is needed to increase a permanent cul-de-sac beyond 500 feet. The eastern cul de sac is 523.09 feet long. Street Access There is one proposed access point into the site from 15151 Lane NW. Additional access from surrounding roadways is not possible due to existing homes. An additional access on Nightingale Street NW would not meet spacing guidelines, and therefore is not possible. Two lots would take driveway access from 151' Lane. 1 21X1 r JJl"'AAA Lots The 20 proposed lots meet the minimum district requirements established by the City Code for the R-4 zoning district. The minimum lot size for the R-4 zoning district is 11,400 square feet. Lot sizes in the proposed development range from 11,784 square feet to 34,553 square feet. Utilities Each of the 20 lots will be served by municipal sewer and water. During modeling of the City's sanitary sewer system 20 sewer connections had been anticipated to be available for the site. The applicant is proposing 20 new connections which is within the capacity of the system. Coordination with other Agencies The developer and/or property owner are responsible to obtain all necessary permits including but not limited to Minnesota Department of Natural Resources, U.S. Army Corps of Engineers, Coon Creek Watershed District, Minnesota Pollution Control Agency, LGU, and any other agency that may have an interest in the site. Initial contact shall be made with the City Engineering Department regarding this item. Sketch Plan Review As this development meets the minimum standards of the R-4: Single Family Urban Zoning District, the applicant chose to not pursue a sketch plan for the property. So, a sketch plan review did not occur for this particular development as all minimum requirements are met with the exception of the length of the cul de sac. Park & Recreation Commission Recommendation At their August 12, 2021 meeting, the Park & Recreation Commission reviewed the proposed development and unanimously recommended a cash contribution in lieu of land for park dedication requirements. Planning & Zoning Commission Review At their August 24, 2021 meeting, the Planning and Zoning Commission held a public hearing on the preliminary plat request. During the public hearing there was one resident who addressed the commission in regard to any potential street damage during construction as the area was just resurfaced and assessments paid. This resident also questioned when this project would start. Planning and Zoning Commissioners discussed the construction process which focused on if 151" Lane NW would be closed during construction or if the improvements would be made while being open to traffic. Questions also where asked related to the existing pond and improvements to the pond that are expected Commissioners also questioned if the Fire Department had concerns with the length of the cul de sac. The Planning and Zoning Commission made a recommendation to approve the preliminary plat request (6 -yes, 0 -no). ACTION REQUESTED The City Council is requested to consider the recommendation of the Planning & Zoning Commission and make a decision on the preliminary plat request. Resp fully fitted Joe Jantsh Community Development Director Attachments Draft Resolution of Approval Draft Resolution of Denial Site Location Map Staff Comments dated August 17, 2021 Draft Planning and Zoning Commission Meeting Minutes dated August 24, 2021 Preliminary Plat Plan Set dated August 16, 2021 CC: Brian Theis, Project Manager, Tamarack Land Development, LLC (Via Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "THE MEADOWS AT NIGHTINGALE" FOR THE PROPERTIES LOCATED (PID# 22-32-24-31-0019) LEGALLY DESCRIBED AS; Lot 1, Block 6, Woodland Estates Second Addition WHEREAS, Tamarack Land Development, LLC has requested approval of a preliminary plat; and, WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and, WHEREAS, the applicant has requested a variance to the 500 -foot maximum cul-de-sac length provided in City Code 11-3-3 to allow the extension of an existing cul-de-sac beyond the 500 -foot maximum; and, WHEREAS, the City Council finds that special circumstances for the proposed variance are the existence of topographical constraints, location of existing roadways and surrounding development preclude a roadway design or connection that would allow the development to conform with the maximum cul-de- sac length provided by City Code 11-3-3. WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing on said preliminary plat; and, WHEREAS, as a result of such public hearing, the Planning & Zoning 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 THE MEADOWS AT NIGHTINGALE with the following conditions: 1. City of Andover staff comments dated August 17, 2021. 2. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat. 3. Prior to final plat recording with Anoka County, a development agreement acceptable to the City Attorney must be executed by the developer. 4. Separate easement documents shall be required for each Vehicle Maintenance Access Area. 5. Applicant shall obtain all necessary permits from appropriate jurisdictions and agencies that may be required in order to develop the property. 6. A variance to allow a cul-de-sac as shown on the approved plan to extend beyond the 500 -foot maximum length requirement of City Code 11-3-3 is granted based on the findings listed in this resolution. Adopted by the City Council of the City of Andover this 7th day of September 2021. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA A RESOLUTION DENYING THE PRELIMINARY PLAT OF "THE MEADOWS AT NIGHTINGALE" FOR THE PROPERTIES LOCATED (PID# 22-32-24-31-0019) LEGALLY DESCRIBED AS; Lot 1, Block 6, Woodland Estates Second Addition WHEREAS, Tamarack Land Development, LLC has requested approval of a preliminary plat; and, WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and, WHEREAS, the applicant has requested a variance to the 500 -foot maximum cul-de-sac length provided in City Code 11-3-3 to allow the extension of an existing cul-de-sac beyond the 500 -foot maximum; and, WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing on said preliminary plat; and, WHEREAS, as a result of such public hearing, the Planning & Zoning Commission recommends approval of the preliminary plat to the City Council; 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 THE MEADOWS AT NIGHTINGALE based on the following findings: 1. 2. Adopted by the City Council of the City of Andover this 7th day of September 2021. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Sheri Bukkila, Mayor ANDOVER Site Location Bt• ` �1 . W m jL ' -�,, ' :� �- �, rr� N^*} � r "t • :. Meadows at Nightingale •' `' °* w ;p i,� _ ,�f� {Qx .�:w Site Location Date Created: August 09, 2021 Disclaimer: The provider makes no representation or warranties with respect to the reuse o/ this data. 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.ANDOVERMN.GOV MEMOWNDDM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: August 17, 2021 REFERENCE: The Meadows at Nightingale -Preliminary Plat Review #3 The following comments are regarding Review #3: 301. Need to obtain the necessary permits from the DNR, US Army Corps of Engineers, Coon Creek Watershed District (CCWD), MPCA, MCES, MnDOH, and any other agency interested in the site. Comment acknowledged and kept for tracking purposes. 302. When the final plat is approved and recorded at the County, a digital copy of the plat (.dwg file) shall be submitted to the City. Comment acknowledged and kept for tracking purposes. 303. When the as -built grading plan is approved, a digital copy of the plan shall be submitted to the City. Comment acknowledged and kept for tracking purposes. 304. Need to provide separate recordable documents for Vehicle Maintenance Accesses. Comment acknowledged and kept for tracking purposes. 305. On the Preliminary Plat, for the text relating to the 30' D&UE on the eastern edge of the plat change "To Remain" to "Vacate and rededicate with final plat." 306. Sheet CO: Delete sheets C5 -C9 from this plan set and renumber remaining sheets are redlined. Sheets C5 -C9 (street and utility plan and profiles) will be part of a separate final street and utility plan set and separate City review to be coordinated with Engineering Department. Comment addressed by engineer with submitted 11x17 plans. Review #3 comments included in full size plan set with "old" plan sheet numbers. Sheet numbers identified in folliwng comments consistent with "new" sheet numbers. 307. Sheet Cl: For the water main connection locations on 151St Lane, remove both existing valves and replace with new valves to pressure test against. Add "& valve" to note from hydrant lead and change "protect" to "remove" for gave valve for 8" stub location. 308. Sheet C2 and all applicable sheets: The City standard street width for urban roadways is 33' back to back with 93' diameter cul de sacs. Plans had labeled and drawn 31' b/b streets and 90' diameter cul de sacs. Revise all plan sheets, dimensions, grades, structure locations and rim elevations, contours, etc. accordingly. Update proposed site data table on Sheet C2 accordingly. 309. Sheet C2: Delete infiltration basin signs on lots 6 and 7. Move sign between lots 2 and 4 to the east edge of Basin 12P between lots 1 and 2. 310. Sheet C2: Turn on street centerline stationing / alignment layer. End the alignment layer at the back of curb (carry through all plan sheets). 311. Sheet C3: Move subgrade correction detail to Sheet C12. 312. Sheet C3: Revise grades in rear of Lots 13 and 14 to keep the swale within the drainage and utility easement. Revise contours to move swale further east and south to maximize area of lot outside of D&UE. Adjust D&UE accordingly. 313. Sheet C3: Adjust D&UE up to HWL elevations adjacent to ponds to maximize area outside of D&UE, specifically look at Lots 1, 5-7. For Lot 8 adjust D&UE so Swale is contained within D&UE in southwest corner. 314. Sheet C3: Label slopes on south edge of Pond 6P on Lot 7. 315. Sheet C3: In the rear of Lot 6, it appears grading in the grey shaded area (fill) can/should be eliminated within Pond 6P. Similar comment in rear of lots 1 and 5 where it appears grading could end at the existing 884 contour. Adjust contours / fill hatch area accordingly. 316. Sheet C3: On Lot 1, check how the 897 in the front yard ties into the existing 897 contour. 317. Sheet C3: Revise rear yard contours for Lot 2 so stormwater flows away from the house. Specifically remove "high point" created with 895 contour, and adjust contours downstream within Lot 2 as necessary. 318. Sheet C3 and all applicable sheets: Remove the word "Infiltration" from Pond 6P description. Update the HWL elevations for Pond 6P based upon revised Hydrocad calculations. 31.9. Sheet C3: The HWL for Infiltration Basin 12P should be at or above the HWL of Pond 6P as they are interconnected with the overflow swale below the HWL elevation, and backflow / tailwater would result in a minimum of the same elevation. Adjust text labels accordingly. 320. Sheet C3: In the Lot Tabulation, revise top of curb and driveway grades per corrected street width. Revise basin HWL's per updated Hydrocad calculations. See marked up plan for lots to mark "NA" in HWL column and corrected EOF elevations. 321. Sheet C3: In the Lot Tabulation, where did the Highest Anticipated Water Level information come from? Memo from PSS Soil Investigation and Design dated 6/28/21 identified an elevation of 883.5? Please clarify or revise tabulation. 322. Sheet C3: Add additional spot elevations on berm between Basin 12P and 6P. Raise spot elevations up to 888.9 and overflow elevation to 888.6 to provide additional infiltration volume in Basin 12P. 323. Sheet C3: Revise the low floor elevations for Lots 2 and 8 so they are a minimum of 2' above the adjacent basin HWL, OR provide Darcy's Law calculations showing that the adjacent basin HWL elevations will not move laterally through the soil and impact the low floor elevations. If Darcy's Law calculations provided, annotate those lots low floor elevation in the lot tabulation with the following note: "Low floor elevations approved based upon Darcy's Law calculations." Darcy's Law calculations would be required to be included in the stormwater report if low floor elevations are not raised. 324. Sheet C4: Label all storm sewer pipe lengths, materials, size and grades. 325. Sheet C4: Move the hydrant in the southeast corner of 151st Lane and Partridge Street so it is 7.5' behind the back of curb at the end radius. Move gate valve to connection point in Partridge Street. 326. Sheet C4: For the 8" water main connection, remove existing gate valve and install new valve approximately 10' north of proposed sanitary sewer. New valve for pressure testing against as well as old valve is right in line with sanitary sewer improvements. Revise notes accordingly as marked up in redlines. 327. Sheet C4: Per Fire Chief comment, add a hydrant on the south side of 151St Lane NW between Lots 9 and 10. 328. Sheet C4: Show all hydrant valves in pavement, not in boulevard. 329. Sheet C4: Delete Utility General Notes 14 and 16. In Note 8, change material to "schedule 40." In Note 9, change minimum storm sewer pipe class to W." 330. Sheet C5: Pull silt fence east on eastern edge of Pond 6P. 2 331. Sheet C5: Delete the words "Bale Check" from the Inlet Protection symbol in the legend. 332. Sheet C5: Update sheet number call outs in middle of SWPPP text (see redlines). 333. Sheet C10: Change out Detail 5081 (Typical Rural Residential Street Section) with Detail 5071 (Typical Urban Residential Street Section). Urban section detail is used in all areas with City sewer and water. 334. Sheet C12: Update House LFE column based upon aforementioned comments. This table can be removed from this plan set and is more applicable to the final street and utility plan set. 335. Identify in comment letter any changes made to plans since previously submittal not addressed in response comments. 336. See comments on all plan sheets. Additional comments pending further review. 301. Revise hydrology calculations based upon 33' wide street areas. Update basin HWL's, discharge rates, infiltration volume calculations, etc. accordingly in plan set and stormwater report. 302. Either revise low floor elevations for Lots 2 & 8 to be 2' above the adjacent basin HWL's, or submit Darcy's Law calculations in stormwater report proving basin HWL does not impact proposed low floor elevation. 303. In Section 3 of the stormwater report, quantify what the required infiltration volume is and what is provided in Basin 12P. Discuss some infiltration provided in drainage swale behind lots 7-10. Discuss infiltration requirement was met to maximum extents practicable, particularly with site restrictions due to Wellhead Protection Emergency Response Area covering easterly portion of the site. 304.16 Section 3C, add the following to the text "From the original Basin 6P design using TP 40 rainfall data, the design HWL of Basin 6P was 890.0. A review of existing adjacent homes was completed to verify low floor freeboard remains with the current Atas 14 rainfall requirements." Add to the end of the paragraph "Also identified in the following table is the resulting freeboard above the Atlas 14 HWL of Basin 6P" and them add a column in the table in Section 3C that shows the freeboard between the three existing homes reviewed. 305. In the proposed Hydrocad models, revise the outlet elevation for Basin 12P to 888.6 to provide an increase in the amount of infiltration volume provided. Due to backflow / tailwater effects, the Basin 12P HWL should be at least equal to the HWL of Pond 12P as they are hydraulically connected with the overflow swale at elevation 888.6. Add backflow/reverse flow in the model to account for this and label Basin 12P HWL in plans accordingly. 306. Update the Infiltration calculations in Appendix C with updated impervious area and updated Basin 12P infiltration volume with higher outlet. Add to note about additional infiltration volume in Basin 6P "and rear yard drainage swale behind lots 7-10." 307.Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing (get digital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 comoo,41 42 43 44 45 PLANNING AND ZONING COMMISSION AUGUST 24, 2021 The Regular Bi -Monthly Meeting of the Andover PlannirZand Zoning Commission was called to order by Chairperson Bert Koehler IV on A ust 24, 2021, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, 4ffidover, Minnesota. Commissioners present: Karen Godfrey, Maly VanderLaan, Nick Loehlein, Scott Hudson, and WqfVolkenant Commissioners absent: None Also present: Comm rty Development Director Joe Janish City anner Peter Hellegers As ciate Planner Jake Griffiths PLEDGE OF IIVOCTUXF007a August 10, 202YRegular Meeting they received several minor changes via email and made the corrections. Chairpeifon Koehler requested an edit to page 2, line 23 "Mr. Janish stated there are 140 units iZderground stalls that are 9 feet wide and 160 parking spaces on the surface lot." Motion by Loehlein, second by Volkenant to approve the August 10, 2021 Regular minutes as amended. Motion carries unanimously. comma PUBLIC HEARING. CONSIDER PRELIMINARY PLAT — MEADOWS AT NIGHTINGALE — PID 22-32-24-31-0009 — TAMARACK LAND DEVELOPMENT LLC (APPLICANT) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Regular Andover Planning and Zoning Commission Meeting Minutes —August 24, 2021 Page 2 The Planning Commission is asked to hold a public hearing, take public comment, and provide a recommendation on a preliminary plat for the Meadows at Nightingale. Community Development Director Janish identified the location of the development. He stated the parcel is guided Single Family Urban with a density of 2.4 to 4 units per acre. Mr. Janish displayed the preliminary plat and stated it is comprised of 20 lots at 3.23 units per acre. He identified the access points and utility connections. Mr. Janish explained the development meets the R-4 standards with the exception of exceeding the cul-de-sac length by 24 feet. Mr. Janish noted since development meets R-4 standards, the developer has chosen to forego the sketch plan process and proceed with the preliminary plat. Motion: Chairperson Koehler assumed a motion to opevdW Public Hearing at 7:06 p.m. Motion carries by unanimous consent. Sally Blair, 2047 151St Lane, came forward and Sa - she en paying assessments for road improvements on 151 St Lane. She want_ ake sure th is repaired if damaged during construction. She asked for the ti of construction velopment. Brian Theis, Tamarack Land Development, cz grading and construction this falUff&stated if Chairperson Koehler asked how c 11 road for utility connections. Mr. The the road will neverb ely closem by Thanksgiving co Vons on Commissioner lots 5 an are has a water Theis stated the this rid statedIan on starting the road, the ll repair it. if they are tearing up the is control barricades and streets will be completed Meted before that. is planning to do with the pond behind that was constructed with a previous . He said they will expand it a bit but L 'd the IM was previously used as a community garden and t. Shdffsked Mr. Theis if he was going to use it or remove it. Mr. a well,W 'll be abandoned, and they do not intend on using it. Motion: Chairperson N@Wassumed a motion to close the Public Hearing at 7:13 p.m. Motion carries by unaninWs consent. Chairperson Koehler asked Mr. Janish to address 151 St Lane and how repairs are monitored and approved. Mr. Janish said City staff inspects the project as it goes along. He said if a resident has an issue with the repair, they can call the City. City staff will work with the developer to resolve issues. Chairperson Koehler said he had his road tom up and encouraged residents to take pictures and call the City. Commissioner Loehlein asked Mr. Janish to address the cul-de-sac length and if it was discussed with public safety. Mr. Janish said the Fire Chief reviewed the plan and they 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A 16 17 1 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Regular Andover Planning and Zoning Commission Meeting Minutes —August 24, 2021 Page 3 discussed an emergency trail. The Fire Chief did not believe an emergency trail was necessary but recommended installation of a fire hydrant at the T in the road. Mr. Janish stated if the road was shifted to shorten the cul-de-sac, they would lose lots and would not be able to make R-4 standards. Commissioner Volkenant asked Mr. Janish to address the City Engineer's comments. Mr. Janish stated staff reviews each development and provides comments to the developer. He stated the developer and staff work on the items before bringing forward the preliminary plat to the Commission. Mr. Janish stated the remaining comments are considered "house cleaning" items and if the comments are not addressed, the developer cannot begin grading. Motion: Motion by Loehlein, second by Va preliminary plat for Meadows at Nightingale as unanimously. Mr. Janish stated this item and all other September 7, 2021. allow it as for recommend approval of the he staff report. Motion carries this agenda wil efore the Council on R-4 S E FAMILY U AN—PIDs: 23- 43-000 , -32-24-4 001 24-32-24-31- -24-3 s 1, d 24-32-24-43-0001 — blit he g, take public comments, and fro -1: Single Family Rural to R-4: Nor Associate Planner Griffiths identified d this item addresses the zoning of the JD and preliminary plat. Mr. Griffiths are in the MUSA boundary and is guided Plan. Chairperson Ko asked is area was designated Transitional Residential. Mr. Griffiths stated at 1 inc Motion: Chairperson Ko er assumed a motion to open the Public Hearing at 7:24 p.m. Motion carries by un ' ous consent. No one came be e the Commission. Motion: CZrperson Koehler assumed a motion to close the Public Hearing at 7:25 p.m. Motion Aies by unanimous consent. : Motion by VanderLaan, second by Hudson, to recommend amending the City Map from R-1: Single Family Rural to R-4: Single Family Urban for PIDs: 23 -32 - Preliminary Plat of THE MEADOWS AT NIGHTINGALE Suri,euei Nofe/-) L Couti ew. mMeQ a, aWa LP£ FIX l —0. 2 9tl/N p y It NOT Mqh a Mad pi ✓orkf x ngW.O by MUA or pmf a, IM Nm✓n0 60kL S NW .nA w nM.. 1 fa N qk w 4 SbI GM:p. —=W GY ax• AnML Li Na • 7. aL SM h.xlguni and LVpa Arc n 114%/TO'!L R.Lreln Irk nei .. /W.4 Raul Nn ala aoa6a, b M Oa'h0 hNmn. S A wYW Nh«146 .w prLnmq by p Banad Lal' Na . 7, of QJ kiiiietbr and Dii M on 4191ML Tur ..Und w nmraW.0 kWJnl✓ and W.. ml M . q. uy. nL WC4 ni,i L J 0 SID (SCALE IN FEET) SCALE: I INCH - 50 FEET _ D.rela nt✓r GwM _ D.nlx masa. Dnrtx xir.de Da.M Dnu p.MnMoa Denoxste,op DGentk Dsi aatian, Denlx M«Mric mNn. Ga. D. rGr wtk wkt Dmnle. N«4k gill Don PmeE na wc1Yn Dnoras -nand htrla D«oLu W. amafflai 11 LS IB4$0 Onala Qorlx 0. pYhlwrnn I$ ✓, , D.ww pap ea— Dona: and rb - Dts " .l.. ona a r wtb Donets".. J Dead: unCrp t Y«th Dean: --t — Dnmx dvht of .ar -- O.nata map, wnln. Dentx wa ona nntn, D..wr Down.wanilx alms www Dente .atnh. Drwtte WBp-JAn— aneW dMFntM eidnd Gawh.y P�De �InNn Lol 1. BIM 6. XMIXANO 614I6 .4LM9 AIXYIHXI CITY OF ANDOVER - i WMA✓ aIRUY 6TAlC5 ANOKA COUNTY, MN MD MgnM n a Lee Or tat I, el« fi. WIXWNDeas. S.u. wei Gear. Nuq Be Gqw tl mhulx 1a xvn0 Wxl F.—K- W.ap n`m°°an. vaxNal°•`ao d� h� me: snt.6 m..o:a P t�W p.anl .Iww A I 180 . gate Bam vi orb SN Sai R I —�= 0. ! JnM RwY I ..'4. I Lorna /Mals I MMrf f C2✓ 000 I pMM Vn6nn I = h NkrGrIY dapp.l I Wpha YmW M ! = Slna✓ ( RRTY-JY-YI-JhIXA'tl I l4YY-R-N-N-OA) I M'YY-nII-Y1-J1-Q%tl I PYLPY-]Y-SI-3.-IXAM I pIQPP�l1-YI-.11-WM I pRYt-IY-YI-.H-OJ3/ I PfRYS-Y-YhJL- � kRTY-.IY-YI-JI-CW PEDERSON re(7 ?i.4 e:✓ pty ✓ MCorn A211-S3-Yl-IY-WII •Dnaw ani M mxumenl 0 Dnm�i la1P x it ch pong aa., RL£ 1]466 • Dnotx % hd . 14 Inch kon Nan1.0,x"1 wu6 pM RL£ x1466 to 6. rut .XGh n. p el pai Cat. Iii BENCHMARK Mya County IWdi No. =u •BLLFJI'. 10 M N. of CR No, 16 I.rlh. and 1D Mt E al dray nVno la MC«« ply He. B.w1Mn - 6Y6.N1 M I.. 66) PILO.ECf Haiti iw r.rl GlJnt h q. SW pgfnnl n t i ht«xegn M ISIrt Ln. NW mM 4101 tl. S0x1 NW (Canty N.y Ni pmtlm - 91MM rM (Ni m) OWNER/DL'LL1OoM. OvnmW Land O pnn4 LLC d. Wllnerhv 1116 B«NevM« 946. Wa«nh, MN 61191 a5$ -19 -mm SaiVETORs k ENQNEatS Boy1. P.Cnvr k A..nblq Irrc Ibl6 fM 54x1 B.4«. YN 1SICaBl12 1eJ-mz-aev TOTAL MEN P.ssr. Avw 0a5N1O ZOMNQ R-4 Shy. F—., omr PROPOSED ZMINQ R-4 Shy. fen.,unua MINIMAIS: 60 laI ai - Front Setbi LM Ib Mt A, Owq A✓.w. Lot Si (Ii > 11.400 U. BaI ,Fro nt M, 5q. YEBAfk(S 4./ J6' $/Ra Aapcnt to 9rx1 !0' Ra D' SM 6• oM. (ceaa. mw) .carave xr n be a.r m' .M. ar�.IWrp. W1y auras r. 3 I1 a F'- a JL I NOT TO SCALE I e.he 3 rxl in .hq all adpinh0 lain W hnindo 6 M {Ykry rot Ihx. uY� e6...Y. hmwtq x no.n n q. pkL 2021 FILE: 21-0181 Prelim Plat N0: 21-0181.00 .,%i IT LWkAJTY WOy 1sport =b: certify Out N , is kurn Ploy. or as preparM Ey M or urger any dined wPerW✓an and tart I am a duly Leon." toll S.i uMe, UB ked of Ne state of Minnesota. Signed: � � Qdiv A W... Date: 5/24/21 lic. No. 47466 PEDERSON PRELIMINARY PLAT for Tamarack Land Devt., LLC THE MEADOWS AT NIGHTINGALE City of Andover Anoka County, MN i I I I I I I I II adm • I: -;:I: r r i I I I I I I I .i I i� I i' I i� =. I I i I � I �i i ••• I Linda, aM4n PQPR.Y-PI-JFW9 I INn➢ l✓ Sa✓i MnM FM pen Bn✓, Nq Mlw pRPY�TY-PFJ/-DNa I /R'P M-2hJ 000 I FQ'TT-!$-Ph]I-WIP FR'PY-IB-PhJr-MII MnxlI MvlMla I 5!Y Ba1 I CW NT..Iv I Ams AI. pRS1,V-N-JI-LVMPP. PT-II-PI-II-IXOB pXGYY�6 2- JI-NLa MV -l1 -N- 0007 R I —�= 0. ! JnM RwY I ..'4. I Lorna /Mals I MMrf f C2✓ 000 I pMM Vn6nn I = h NkrGrIY dapp.l I Wpha YmW M ! = Slna✓ ( RRTY-JY-YI-JhIXA'tl I l4YY-R-N-N-OA) I M'YY-nII-Y1-J1-Q%tl I PYLPY-]Y-SI-3.-IXAM I pIQPP�l1-YI-.11-WM I pRYt-IY-YI-.H-OJ3/ I PfRYS-Y-YhJL- � kRTY-.IY-YI-JI-CW PEDERSON re(7 ?i.4 e:✓ pty ✓ MCorn A211-S3-Yl-IY-WII •Dnaw ani M mxumenl 0 Dnm�i la1P x it ch pong aa., RL£ 1]466 • Dnotx % hd . 14 Inch kon Nan1.0,x"1 wu6 pM RL£ x1466 to 6. rut .XGh n. p el pai Cat. Iii BENCHMARK Mya County IWdi No. =u •BLLFJI'. 10 M N. of CR No, 16 I.rlh. and 1D Mt E al dray nVno la MC«« ply He. B.w1Mn - 6Y6.N1 M I.. 66) PILO.ECf Haiti iw r.rl GlJnt h q. SW pgfnnl n t i ht«xegn M ISIrt Ln. NW mM 4101 tl. S0x1 NW (Canty N.y Ni pmtlm - 91MM rM (Ni m) OWNER/DL'LL1OoM. OvnmW Land O pnn4 LLC d. Wllnerhv 1116 B«NevM« 946. Wa«nh, MN 61191 a5$ -19 -mm SaiVETORs k ENQNEatS Boy1. P.Cnvr k A..nblq Irrc Ibl6 fM 54x1 B.4«. YN 1SICaBl12 1eJ-mz-aev TOTAL MEN P.ssr. Avw 0a5N1O ZOMNQ R-4 Shy. F—., omr PROPOSED ZMINQ R-4 Shy. fen.,unua MINIMAIS: 60 laI ai - Front Setbi LM Ib Mt A, Owq A✓.w. Lot Si (Ii > 11.400 U. BaI ,Fro nt M, 5q. YEBAfk(S 4./ J6' $/Ra Aapcnt to 9rx1 !0' Ra D' SM 6• oM. (ceaa. mw) .carave xr n be a.r m' .M. ar�.IWrp. W1y auras r. 3 I1 a F'- a JL I NOT TO SCALE I e.he 3 rxl in .hq all adpinh0 lain W hnindo 6 M {Ykry rot Ihx. uY� e6...Y. hmwtq x no.n n q. pkL 2021 FILE: 21-0181 Prelim Plat N0: 21-0181.00 .,%i IT LWkAJTY WOy 1sport =b: certify Out N , is kurn Ploy. or as preparM Ey M or urger any dined wPerW✓an and tart I am a duly Leon." toll S.i uMe, UB ked of Ne state of Minnesota. Signed: � � Qdiv A W... Date: 5/24/21 lic. No. 47466 PEDERSON PRELIMINARY PLAT for Tamarack Land Devt., LLC THE MEADOWS AT NIGHTINGALE City of Andover Anoka County, MN THE MEADOWS AT NIGHTINGALE TAMARACK LAND, LLC 151ST LANE NW & NIGHTINGALE STREET NW CITY OF ANDOVER, ANOKA COUNTY, MN AUGUST, 2021 FINAL CONSTRUCTION PLANS CIVIL & SURVEY PLANS PREPARED BY: Bogart, Pederson & Associates Inc. CIVIL ENGINEERING LAND SURVEYING ENVIRONMENTAL SERVICES ANOKA COUNTY, MINNESOTA VICINITY MAP Sheet List Table Sheet Number Sheet Title CO Cover C1 Removals Plan C2 Site Plan C3 Grading Plan C4 Utility Plan C5 Erosion Control Plan C6 SWPPP Narrative C7 Landscaping Plan C8 Details C9 Details C10 Details C11 Details C12 Details NEV REV DATE DESCRIPTION I OD1b103I DMWM6SIEVIBEDMCMNNIM OI/MMI IiEVIBEI VENCCBPEVEW W I]R031 pUWIMG9 DE 98H1PFACQV4REVFNR OD1610t1 tlWINZEDBET fgifJlY LEGEND: REMOVE PAVEMENT SECTION IAS INOICATEDL REMOVE FEATURE (AS INDICATED) x REMOVE FEATURE JAB INDICATED) OPROTECT AND MAINTAIN (AS INDICATED) X SCALE 1"=A0' — - -- - ---7s51St DEMOLITION GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALL UTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTRItt LOCATIONS TO FUTURE LOCATIONS AS NEEDED, AS WELL AS TO ALL ONSITE AMENITIES. THESE CONNECTIONS INCLUDE BUT ME NOT LIMITED TO WATER. SANITARY SEWER. UNDERGROUND GAS, M. I. THE CONNECTIONS SHAL BE PERFORMED IN ACCOROPNCE WITH STATE AND LOCAL STANDARD SPECIFICAMONS FOR CONSTRUCTION. UTILITY CONNECTIONS (UNDERGROUND GAS. WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TO EXISTING UTILITIES PRIOR TO ANY DEMOLITION, 4. CONTRACTOR SHALL COORDINATE WITH THE CITY OF ANDOVER FOR ALL UTLLRY DISCONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTIDNS AND RELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICE CONNECTXNJSIOISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SWILL OBTAIN ALL NECESSARY STATE AND O � I m m m o w zo OU yay fnZ_ A W N N C Lu �0 (L � mR O Yea �IT ¢ rn zg y¢ HQ m Qe 3 ) J WORK WITHIN AD.ACENT RIGHT -0F -WAYS. 5. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED 111 z OFFSITE OR INTO SURFACE WATER THE DISCHARGE SHALL =J BE VISUALLY CHECKED TD ENSURE THAT IT R VISIBLY CLEAN ti I I, t7 o u WATER. S. CONTRACTOR SHALL PROTECT UTILITIES. STRUCTURES AND Q < Q Y Q TREES (NOTED AND NOT NOTED) TO REMAIN AND SHALL BE Q (� In U `w RESPONSIBLE TO REPAIR DAMAGES TO ANY FEATURES TO ' REMAIN. T. TREES F AND URGER AND OTHER NOTABLE VEGETATION I~ oa WERE IDENTIFIED AND LOCATED DURING THE COURSE OF THE ¢ SURVEY. CONTRACTOR SHALL FIELD VERIFY THE EXISTING a Q CONDITIONS OF THE PROJECT AREA AND REMOVE ALL TREES r(V^^ H o NOTDESIGNATEDTOBESAVEOANDPROTECTED. ALLTREES, II\ = V DEBRIS.ROOTS. BOLADERS AND TOPSOIL SHALL BE REMOVED _ T FROM THE SNE. 114 ` IL EXISTING TOPOGRAPHIC SURVEY COMPLETED BY BOCNRT, j` SHEET NO. PEDERSON 6 ASSO IATES ON 04 1=1 UTILWNG MOM C 1 ST R GOPHER STATETE ONE CALL -� COUNTY COORDINATES AND ELEVATION DATUM (NAVD MI). LAIN CHYME'B51s34aws B. UTILITY QUALITY LEVEL IS LRIL QUALITY LEVEL C PER CBASCE 3802. I� I O � I m m m o w zo OU yay fnZ_ A W N N C Lu �0 (L � mR O Yea �IT ¢ rn zg y¢ HQ m Qe 3 ) J Z 111 z =J ti I I, t7 o u Z Q < Q Y Q Q Q (� In U `w ' O I~ oa ¢ a Q r(V^^ H o II\ = V F ( SHEET NO. CALL 9BIKBDIGGING C 1 ST R GOPHER STATETE ONE CALL -� LAIN CHYME'B51s34aws \ MWNESOTATIXI FREE IJMD33]-11� i 5 I I I I I I I I I I I I I I I I I I I j 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 I I I I I I ,: •,, I MCEgIRB 4NG AWWJ.T � � hT•QIT6ECIpNIHMM] —I— J— — R -- � n •� TEIxIO FN3TNGA3Px4TMVENprt3EC1MIN A $ I A \ \ W I MN Wi31GN%]M -� / IKEFPOFF-AOIxFIL1RAM1N1 �`- J 1 PApppy➢lOU1pN Fdi x1: i I � y.MMWHMBLECVRBIGVTTNI- l4RARY �L+tIC � L - .. X LEGEND: PROPOSEDASPH TPAVEMENT 0 4V , PROPOSED DRIVEWAY LOCATION SCA CONCRETE CURB AND GUTTER -SURMOUNTABLE T PROPOSED SIGN _I t5.6TEMPo Y WETLANDPGND BUFFER \z SITE PLAN NOTES J 1. PAINTED PAVEMEM MARKING DIMENSIONS AREBHOWNTO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACKOF CURB. 2 ALLCONCRETERAMPS.SIOEWAIRSMDACCESSIBLEHAN PPED PARKING STALLS TO CONFORM TO CURRENT A.DA. REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTA MD VERTICAL LOCATION OF EXMnNG UQLRIES PRIOR TO START OF CONSTRUCTION. C CONTRACTOR SHALL IN STALL EROSION CONTROL MEASURES PRIOR TO THE STMT OF CONSTRUCT ION. E. GONSR3UCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY. COUNTY AND STATE REGULAMNS. 6. SIZE SHALL BE CONSTRUCTED IN ACCORDMLE WITH THE PLANS JENExT APPROVED BY THE CM, SITE PLAN INFORMATION: PMCELAREA •SEACRE31 EXISTINGZONING: •RAMTRGT PRINCIPAL STRUCTURE SETBACKS RP 1.VE) .SM(L'A°AGE) S SITE DATA EXISTING PROPOSED AVp%EMRWGMFA OSF 34 1SF pWENAYAPFA o5F uICWGMFA SF MY�S PERVIPVSARFA W3 W34 tBt2 T3FtBt213F rola AAFA am.msss Amasss CALL 4. HOURS BEFORE DIGGING: GOPHER STATE ONE CALL rnw CII.R tst<sfooue MINNESOTA T0.L FREE 1.L1166 0 0 5 0 m m W iu 2 2 u i C2 LEGEND: X4W 60 To X9:o®4W X,m_nm X mLLT0 X9N.9, �o X W.Sp IX _ TIMATE L GRADING GENERAL NOTES: SITE AREA TABLE: PROPOSED RIP RAP I. THE CONTRACTOR SHALL NOTE MY DISCREPANCIES BETWEEN EXISTING CONDOIONS IN THE FIELD 1. TOTALPARCELAREA: NEW TOP-0ACK OF CURB ELEVATION REPRESENTED WITHIN THE PIANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND a, GROSS RESIDENTIAL AREA: BEGINNINGCONSTRUCTION. NEW FLOW LINE OF CURB ELEVATION 3. CONTRACTORNY HAUL TY ALL WHICH THISWOWAND Y THE 3. WATER BODY AREA NEW SIDEWALK ELEVATION CALUU11L COMPANIESFIES NTACTLAND PRIORI BIDDING UTILRY COMPANIES FOR ElV1CTLOCATIONS PRIOR TO BICOING OWNER OFANTCHCOMMENCING FOR CHANIGES. CONTACT a, PARKS/OPEN SPACE: WOW. THE PROJECT AND COMMENCING WIXLK NEW TOP OF PAVEMENT ELEVATION 5, ROAD AREA: NEW TOP OF GRAVEL ELEVAPON 3. GRADINCONTRACTOROPERN!ALLTAKE NECESSARY STRAWPICECAUTIONSSALES TOPREVENT SILT AND DEBRIS RUN-0FF DURING GRADING OPERATIONS (I.E. SILT FENCE. STRAW BALES, ETC.). 6. FLOOD PLAIN: NEW FINISHED GRADE ELEVATION 4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PUN. T. VEHICLE MAINTERMCE ACCESS. PARTICULARLY WITH "STING STRUCTURES ANWOR PAVEMENTS TO REMAIN. MEET FASTING GRACES B. NIGHTINGALE STREET NW EASEMENT: EXISTING ELEVATION ALONG STREETS. PROPERTY LINES, AND DRIVEWAY ENIR UNCES. RESTORE ALL PAVEMENTSTHAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIORTO BIDDING THE 9. NETRESIDENTIALARER(RA).. PROPOSED CONTOUR PROJECT. 1D. TOTAL LOTS: PROPOSED SLOPE 5. TURF ESTABLISHMENT MEAS SHALL RECEIVE MINIMUM OF 4' DEPTH AS MEASURED IN PUCE OF TOPSOIL. TOPSOIL WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR ALL GRADED SLOPES GREATER THAN OR 1f TOTAL UNTIS: EMERGENCY OVERFLOW EQUAL T051 SHALL BE HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STMIME 13. NET DENS" THE SLOPES BY GENERAL CONTRACTOR PROPOSED FILL AREA(ABOVE EXISTING SURFACE) 13 RIGHTOFWAY: 13.9TEMPORMY WETLMDIPOND BUFF VEHICLE ANINTENMCE ACCESS 6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW LINE IS V BELOWTOP OF CURB UNLESS OTHERWISE SHOWN. 14. COUNTYRIGHTOFWAY: ER ]. MAXIMUM 9lOPE4 SHALL BE FOURTO ONE (4]) IS. ROAD MILER: S. SNEISLOCATMWITHINTHECOONCREEKWATERSNEDDISMICT. OD/Asl�l 035ACRES 6.19ACRES 130ACRE5 OACRES 0>IACRES WA 0.11ACRES 031ACRES 6.19ACRES M LOTS mums 3S3UNNS/ACRE 1n ACAES OACRES 015 MILES 934A SUGGESTED LOW FLOOR ELEVATION ILO 935.9) SUGGESTED LOWEST OPENING ELEVATION L — — — _ - _ —, _ FIELD-- SUGGESTED BUILDING TYPE 951st_ 9038 SUGGESTED GARAGE FLOOR ELEVATION )SHORAN ON STREET SIDE) � X m mmD Ni2LL� I U 0 0 o u o� M N 0 40'€s i o 6 m6 SCAIEa"=4D' $[ f E c e $. aH N o eg� O U 9 ��S N z s i age w c W� n W 8 yy a FU € \\ Q U) QTwo 9ifGw G w I�J y oIn ¢ z p I $ 9 0 Z z V W 4 �I Q = i o u z d z Z 0 S I� �g ¢ z p aY z �acl a 0 Of I� a 0 ILL) 1 / 1 I// m SHEET NO. 1 � o w C3 I i I I I I pILECTSul1Y pU1 MOFAlT. W11. Nn Wsia.Llnl£IIW1plW IMI.4BS.Ue I I CUTEnIMPFAV ET TDA I (VEPA.CAMA IVEPoFV LR095WOIxVENi WITH \ / V W.T.x lr ofWA Lo.RA / 14 - _ _ - _ - niL Ton W p p p / _ _.WILEVEwP -- -- _%5%St IWP£SVIDAI(V SERVILE `/ / 892.8 M!1) 5 N� 44 3V wICE vE1KAE xwwTExuFE wcc[55 j FBWO �T \ 906e FBWO 2 O cr.OEcuss)wRxv� \� \ / uc <LFcuss )Riorv� !tw \ LYFM FFM 1arEARPEAx .111 ee■.n ICi.Nl50 J \ / V mYEM REM / 14 NKIL,MTIbI BI5N 11AI EI£VATq W p p p / _ _.WILEVEwP r `/ / 892.8 M!1) 5 / 3V wICE vE1KAE xwwTExuFE wcc[55 j FBWO r rE� a (NATFMYEYASSAAIWI 1We1ER\w� O • r �O � R \ LYFM FFM 1arEARPEAx .111 ee■.n 20 \ / V mYEM REM SOI.N r W p p p IZ r COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK mm.Pom FBLO r 3V wICE vE1KAE xwwTExuFE wcc[55 cl G $€TE r rE� ST0.UCMIRES ANDIOR PAVEMENTS TO REMAIN. O • -..- <. I CONTRACTOR SHE DISCREPANCIES BETWETING 093.5 2 11 77 CODalOSAAINGINHEFEELDADMREPRSENDW"INHE WAm6 pzi �.. ... ,wwll-,-�nVxu l U PNS AS SHOWN ANOALERT THE ENGINEER BEFORE BIDDING THE PROJECT 6 1L AND BEGINNING CCNSTRUCTIQV. \ Il c ![Exrvi 5. WATER LINE TO MINIMUM STH .O FEET DEP. S. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF 2pyyy$$3ay8yg 893 3 (Lo 9d5 of I FBLO 902.0 IxSTNlLM1x 101tclMllw RM M0 Nx WOS 0. WFUP ISO,., LEGEND: f PROPOSED STORM SEWER PROPOSED WATER LINE Z C PROPOSED SANITARY SEWER 2 Lx PROPOSED FITTING N Q Q rq yr PROPOSED WATERSERVICE 04 £6 tlFtlF4 lIiiwSS YB a PROPOSED SANITARY SERVICE i Cq Lqy © PROPOSED SANITARY MANHOLE SCALE: 1"=40' ► PROPOSED FLARED END SECITON ¢ ¢ i / 0 PROPOSED STORM MANHOLE / ■ PROPOSED CATCH BASIN iB B B _ �01REc)rox4LLr MILL IMOEAIST.SWLl1p PROPOSED GATE VALVE 600% SOB e 8 Si STw `L PNTEI DROP I N C Hx Lw.-eT�.pj Q PROPOSED GATE VALVE S HYDRANT 'EAfV.LWFAT.111 wTE .14YOWWT. wIxVM1C 1Mi IYiDPDSEDRIPRAIP C2 ITORMw R.AAW1 oELohPr - ii4E 3 $ PFM ELEVA1px5 50RE 54V1TARV lERVKE = UTILITY GENERAL NOTES: oIRWm I. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY WNINSTuuTIOIA. m a . RELOCATIONS. Z� Z i 18891< FB 902.1 R� X16 2 FB PB 901.9 gp2g \ QL 901.8 902.5 902.3 O \ O'O WHO FBLO fBLO- -EBRD 903.8 A ILO 895.81 (L0896.5) (L0 BB0.31 FSLO - 0931 893.8 093.8 --EBRD _ _ J 7 HWz95D) 10 11 099°' I __ a 4m y ecr 14 1� I 20 9075 THISWORKANDNOTIFYOWNMOFANYCW GES.CONTACTLOCALU)ILRY W p p p IZ COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK g FBLO 3V wICE vE1KAE xwwTExuFE wcc[55 cl G $€TE V� ST0.UCMIRES ANDIOR PAVEMENTS TO REMAIN. • -..- <. I CONTRACTOR SHE DISCREPANCIES BETWETING 093.5 2 11 77 CODalOSAAINGINHEFEELDADMREPRSENDW"INHE WAm6 pzi �.. ... ,wwll-,-�nVxu l U PNS AS SHOWN ANOALERT THE ENGINEER BEFORE BIDDING THE PROJECT av'p 1L AND BEGINNING CCNSTRUCTIQV. 9 c ![Exrvi 5. WATER LINE TO MINIMUM STH .O FEET DEP. S. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF 2pyyy$$3ay8yg R„ 18891< FB 902.1 R� X16 2 FB PB 901.9 gp2g \ QL 901.8 902.5 902.3 O \ O'O WHO FBLO fBLO- -EBRD 903.8 A ILO 895.81 (L0896.5) (L0 BB0.31 FSLO - 0931 893.8 093.8 --EBRD _ _ J 7 HWz95D) 10 11 099°' I __ a 4m y ecr 14 C4 2. CONTRACTOR SWLLL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT s s THISWORKANDNOTIFYOWNMOFANYCW GES.CONTACTLOCALU)ILRY W p p p IZ COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK g q 3. CONTRACTOR SHALL VERIFY CRRICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN AND ECLSUNG UTILITIES, PARTICULARLY WITH EXISTING cl G $€TE V� ST0.UCMIRES ANDIOR PAVEMENTS TO REMAIN. <. I CONTRACTOR SHE DISCREPANCIES BETWETING r9 2 CODalOSAAINGINHEFEELDADMREPRSENDW"INHE WAm6 pzi l U PNS AS SHOWN ANOALERT THE ENGINEER BEFORE BIDDING THE PROJECT av'p 1L AND BEGINNING CCNSTRUCTIQV. 9 c ,�' W lL 5. WATER LINE TO MINIMUM STH .O FEET DEP. S. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF 2pyyy$$3ay8yg R„ 'Fxfi� CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. UU l I\T. ALL CROSSING ELEVATIONS OF NEW UZES TIUTES 6 SIOF THE EXISTING E 5 $$}4�g g ry I'n �J UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE ` G d vSi J N 0 SURVEY. �n[nSEMEM S. ALL SANITARY SERVICE PIPE AND FITTINGS WILL BE SDR -25. B. ALL STORM SEWER SHALL BE PJC SCHEDULE 40 WHEN LESS THAN S' IN Z DIAMETER ALL RCP STORM SEWER SHALL BE CLASS N PIPE UNLESS OTHERWISE NOTED. ALL HOPE STORM SEWER SHALL BE DUAL WALL HIGH PERFORMANCE POLYPROPYLENE PIPE AND SKULL CONFORM TO PASHTO MM. OU V)T_ I. 0' 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTANING TWO CONSECUTIVE W PASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATERM4IN. ( 11. THE gPPl1CgNTS1Ul1 BE RESPONSIBLE FOR REPLACING ANY PAVEMENT WHICH M6 IS DAMAGED ON REMOVED AS A RESULT OF THE PROPOSED WATER SrLNRMY, STORM SEWER SERVICE INSTAMAUON. Lu FW-, R S< 12. SEE THE OETA-S FOR PROPOSED SERVICES. �O LN?Y ITu 1 13, IF DEWATERING 6 REOUIRED FOR THIS PROJECT. THE PUMP DISCHARGE SHALL BE TRRAMMI PRIOR TO BEING DISCHARGED OFFSITE OR INTO A SURFACE g aw 6R DI=E WATER. THE DIGCHARGE SHALL BE VISUALLY CHECKED TO ENSURE TIUT IT IS ('te a VIBIBLYCLEAN DEWATERING IS EXPECTED FOR THIS SITE DUE M) OQ p V SANDY SOIL CONDITIONS. co - -F Tei F R 14. ALL EXISTING CASTINGS FOR SANITARY SEWER AND STORM STRUCTURES WITHIN PROPOSED WORK AREAS THAT ARE WITHIN THE CITY RIGHT OF WAY II WILL BE REPLACED WITH TYPE A OR TYPE E CASTINGS AS SHOWN ON II APPLICABLE CITY STD, PLATE STRT-14. ALL ADJUSTING RINGS WILL BE REPLACED WITH HDPE ADJUSTING RINGS. \ 15. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR DIVISION STREET PAVEMENT REMOVAL, UTILITY INSTALLATION. AND REPLACEMENT. F`� W IB CONTRACTOR ONFlRM FINAL ROOF DRAN LOCATIONS WITH J I ARCHITECTURAL.DRAWINGS. Q Z II� 17, SANITARY AND WATER SERVICE STATIONS AND ELEVATION TABLE R LOCATED IN 1-9 i THE DETAILS (C16). Z u = J � t� o L° Z Z Z 3 1 1 0 �5 � U 4 Ln Q < Q W (Q O � W V 2 .. J C4 'Ik---- i1t v Co:i ? 'l. is -S. �-J')l., Al JM:ia -0NJ1Y plu � .-.li... Ci." 4'rn �. S-Llp(/ I PSR Y J 11.1 I ) :'✓.. JA' y -01.n9 I .i_:'i-J 0}]c I J .._ U% I I I I I I C' .\ O � J Y,AR?ah�--�t71� V -^— —�- —_—. —.•— _-,— .`m`^_ - — — .— — — — — - ,�� - ____ . wcERacnmxsrnucnoN Evrz LEGEND: i1t TEMPORARY ROCK CONSTRUCTION ENTRANCE '1 (/WVA' EROSION CONTROL BLANKET I3N) O � J Y,AR?ah�--�t71� V TURF ESTABLISHMENT SEEDINGw - 0 40 6—=L Q � GRADING LIMITS AND PROPOSED , , TEMPORARYSILTFENCE II`" - 1 FIBERiOG BOLLS — _ /I. PROPOSED RIP RAP 1 . n i -981- PROPOSED CONTOUR a „- 0 EDF. EMERGENCY OVERFLOW - _ ® BALE CHECK INLET PROTECTION i w< EROSION CONTROL NOTES: ` m a II I' / � 3 m a I mo sv.oFERoslox //1 l� sV - � " r " � 3 " a g LLA a T O CONTROL BIANMET1aNi AC�1 l4M1AS53F1F.RP➢ y�_ / r - MFLLT0.9ipN8EEO MLLAA Vii. .. J � F = � rl r u`±r as BLO � I \ m a m r a a a r u a r r r r a � a a /V. g _�, ON � Y,AR?ah�--�t71� /� f-ar-i fi _ I ,LL r♦4 • • , '1 L 1 T F it11 LLA 1. II`" - 1 — _ /I. 1 . n i a r a a ry. „- �1/I,. L :Q � _ rmwusEFn Muxs o . vo i EROSION CONTROL NOTES: ` m a II I' / � 3 m a I mo sv.oFERoslox //1 l� sV - � " r " � 3 " a g LLA a T O CONTROL BIANMET1aNi AC�1 l4M1AS53F1F.RP➢ y�_ / r - MFLLT0.9ipN8EEO MLLAA Vii. .. J � F = � rl r u`±r as BLO � I \ m a m r a a a r u a r r r r a � a a /V. g r r 4rar a I I I k 9023 I \ Y \ a r \ a1 a IMSTPRM 1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE OONSTRUCTIONIGRADING LIMITS SHOWN. 2 ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCTS STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS' AND COMPLY WITH ALL PERMIT REQUIREMENTS. 3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. 4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTRE SITE AT LEAST EVERY T DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SWILL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION MDA NOTICE OF TERMINATION IS SUBMITTED TO THE MPGA. JAOEAND: • S. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE I.E.E. POTENTIAL FOR SITE EROSION. 6. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF ANDOVER AND THE MPCA T. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. 9. ALL SOILS TRACKED ONTO PAVEMENT ORPNT OTHER OFFSREAREASHALLBE REMOVED DAILY. 10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. MY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN T DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MWDOT 2575. 12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MWOOT SEED MIX. MULCHED, FERTILIZED 6 DISK ANCHORED, PER THE FOLLOWING SCHEDULE: SEED MIX 2S1 31: 220 LBIAC. FERTILIZER 22410: 350 LINAC MULCH TYPE 3: 2TONSIAC. INFILTMTIOWPOND SEED MIX 23461: 35 LPIAC. 13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN ON PLWS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST. 14. INLET PROTECTION SHALL BE REMOVED BY CONTRACTOR PRIOR TO WINTER FREEZE 1 5 AND BE REPLACED IN SPRING IF SITE STABILIZATION IS NOT ACHIEVED, OR AT THE DIRECTION OF THE CRY ENGINEER 15, ALL STOCK PILES SHALL BE STABILIZED WITHIN T DAYS OF ROUGH GRADING OR INACTIVITY. 00 @N (1) zLLI$ o w 'S (L U �s a y >w= N K E m p Q owp m 06 5u: W J Z L Z_ U Z _ � 5 LD 0 v J z Z x 0 C H Z LrI Q ¢ O > Z Q 0p 0 Q a 0 G Y = V H SHEET NO C5 ON Y,AR?ah�--�t71� • • II`" . • e` �9��i�� � �r�A�B:��� Iwo. �� �� a���►IIIA®��1� r r 4rar a I I I k 9023 I \ Y \ a r \ a1 a IMSTPRM 1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE OONSTRUCTIONIGRADING LIMITS SHOWN. 2 ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCTS STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS' AND COMPLY WITH ALL PERMIT REQUIREMENTS. 3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. 4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTRE SITE AT LEAST EVERY T DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SWILL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION MDA NOTICE OF TERMINATION IS SUBMITTED TO THE MPGA. JAOEAND: • S. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE I.E.E. POTENTIAL FOR SITE EROSION. 6. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF ANDOVER AND THE MPCA T. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. 9. ALL SOILS TRACKED ONTO PAVEMENT ORPNT OTHER OFFSREAREASHALLBE REMOVED DAILY. 10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. MY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN T DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MWDOT 2575. 12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MWOOT SEED MIX. MULCHED, FERTILIZED 6 DISK ANCHORED, PER THE FOLLOWING SCHEDULE: SEED MIX 2S1 31: 220 LBIAC. FERTILIZER 22410: 350 LINAC MULCH TYPE 3: 2TONSIAC. INFILTMTIOWPOND SEED MIX 23461: 35 LPIAC. 13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN ON PLWS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST. 14. INLET PROTECTION SHALL BE REMOVED BY CONTRACTOR PRIOR TO WINTER FREEZE 1 5 AND BE REPLACED IN SPRING IF SITE STABILIZATION IS NOT ACHIEVED, OR AT THE DIRECTION OF THE CRY ENGINEER 15, ALL STOCK PILES SHALL BE STABILIZED WITHIN T DAYS OF ROUGH GRADING OR INACTIVITY. 00 @N (1) zLLI$ o w 'S (L U �s a y >w= N K E m p Q owp m 06 5u: W J Z L Z_ U Z _ � 5 LD 0 v J z Z x 0 C H Z LrI Q ¢ O > Z Q 0p 0 Q a 0 G Y = V H SHEET NO C5 STORM WATER POLLUTION PREVENTION PLAN NARRATIVE: GENERAL MFOREAMN] THM STON AVATER POLLUTION PREVENTION PLAN M PREPARED IN ACCORDANCE TOME NATIONAL POLLUTPM NECHARGE EUNEENnON SYSTEM PERMIT NO, IM NUMBE1 FON STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, TMGJECT HAVE: THE MEADOWS AT NIGHTINGALE TAMARACK LEND. LLC LOCAUTD. 151STLANENWEL.EMOWCALESTREETHR ANONACWNTY LATILONG, 45.$14539. 84317611 WSTAUATIW.MD NRF ESTMLISXMENT. PROJECTCOMPLTS .. MEIBMp ME CCNIPAC (St ME RESPONSIBLE FOR IMREMEMATION OF THE SWPW AND ME INSTMLATON, INSPECrOEN. M D SAMETENFUNCE OF THE NCEON IftEVFNTON AND SEDT HENT C M O- BMPS BEFORE ANOOUNNG CONSTRUCTION BWFVPPREVPDATION' SWEM PREPARES: MOINEL MORdLLA1UEBSCM ESTIMATED IS. SCUMMY 80GART, PCDERSDN B ASSOCIATES TRAINING ENGINEER AND SWEARO... DUMP NIM ADDRESS I SUE FIRST STREET T BECKER, MN 511080]33 TELEPHONE TSi36Z88II EEM- MMDRMLR®B ENTFEDERSOKOON bNNER YOU MGMY SEDMEMtOGS OWNERCONTACT: BRVN THEIS, PNOJECTNAWLGEE TELEPHONE: (%3-21. EMAIL. wUMA TIIMMCRWIO.COM CDNEPACTOR TO BEFLLEO WT BY THE CONTRACTOR ROSINESS HANE OWNER BLAME EAooRESS cmPTY TM P ONE EMAIL CDRACTNME MOREss CITY Gm lElF1MONE FAWN STARTRATEJJ_ ROBEF6lIDw0YCCMRA Cp.IvIEiION RATE JJ_ rto BE PITIED wev CONIPACTCRICTORI PERMANENT STORMWATER SEEM LALWIATCVB'. SEE ME STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION.CONTACT .T.INMEREM S PSBOCNTES FOR REPORT. PROPOSED FLOW PATE AND PFM ELEVATION OF THE EXISTED INEETRAT ON BASIN IS LIMITED FROM ME PREVIOUSLY W-ANNEOANOUTHE FUTURE DEVELOPMENT WASTEEN INTO CONSIDERATION DURING ME DESIGN OF THE DRUM ON SITE AOOTIOHYL V0.UME IS NOW PROVIDED ME I WEN OF ME IMP ERVI W S SURFACE IS TREATED IN A SEPARATE BASIN, SOIL GROUP:A DESCRIPTION OF EROSION CONTROL ACIW Itt £ROME CONIRCE CONSI5TS OF SILT FENCE PERIMETER CONTROL, TUBE ESTAEISHMEM I.... SEEDINGMDEPOEMCOMTRD. BVWNEY,MM E.C.EWEW. ON ENTRANCE RACEMEM. AREA OF DISTURBANCE : .1 ACRES RRECOHSTRUCIOXIMPERVCUSMFA 0.Po ACRES POST CONSMUCTICN IMPERVOUSAREA 2M ACflES NEWIMPERVIWSMEP. 2% ACRES RECENING WAWEEL ST ORMWAIFSFROMT44SREWLLBEDIBPURGEGTOAEG FOIANMEWEST MROLIGxa CUtvERT. ME MEPSHESE, LOCATION O Mrs NAN CONSTRUCTION NEC.. WGIIFM3: LNEPRONS.1 BEAiONMOCRFACMUC11DILWOO. LOCATIONS OF MORE IDMS SURFACED. STEEP SLOPE OF MORE BE ENDORSED FEEL. BUFFER 2IXC5. WEMNRS. ETC.). SLEEP SLOPE All.. TEMPO • SURE] BOFALLTEMPORME END REPAYMENT NEHTFROSIONMSI BEDIMEMCPVINIX BMPS TO BE INSTALLED ON ME PROTECT. ME DETAIL ENPETS INTIMATE EROSION MO SEDIMENT CONTROL ENDS TO BE IF DE MED IN MEPROIECE. IFEATED ND ISREW MG RTHISRGEOWTHEIPROJECT. THE PUMP DISCHARGE DOLL BE TRFATDPROSTC BE VIS ALLY WECEo G TO TE THNTOEAPT"WELATER ME WATER SINGLE BE VISUALLY CHECKED TO EHSDNE TAIL O I$ V ISIBLY CLEAN WA ER IFTGREATENING N LOCATIN,EQUIRED. A CHERERAND NOPERMOMO WNOTE O DLOGIION. RATES. D IMAGINELOCATION,PLANS UST BEEMDWNROIEE DRPNOTE ON PLANE STAY NG FOR RE RHGRMSMUSi BESUBMRIEO RIMED$iRlCrl MOS PIECE TO ACTNm FOR REVIEW MDMMOVAL TEMPORARY SEDB.ENT CONMO PRACTICES DOWN MAGE HE SET PENCE ANO SE.BENT LOG WSTAWTONE ME TO BE 1.P. TONI IS TO 8E WINDiDNEOA DHG ME CONSTRUCTION U EDS AND PLACED M SLOPE DRESSING IMMEOUTELY FOLLOWING COMPLETION OF ME GRADING OPEPATONS, M ME TOPS AL PLACEMENT ALONG ME EMBANKMENT SLUESS INCOMETHE WETLANDS AREAM M BE SPREAD BY LOW IMPACT CRUELER CIC0. OPERATING UPAFO DOWN ME DEGREE SOASTO PROVIDE TRACK PRINTS PAMILEL WITH MELOVTOIML INSTN-L ODDN OF Mi'MT CATEGORY 3 FROSXR LDNTR0. B W IKET SONO ME EMBWNMEN SLOPES POUND ENT ME WERNCSAREA. ALLTEMFQWWY SOILS STOCKPLES WILL BECOME AN EFEECRVE MEWS OF SEGMENT CGNIRCESUCM ASMEROMMCONTROLSVWNETCOVE BECORSILTFENCE M ETAWTCN ALONG ME TOE OF SLOPE STOCK PATS S MMIL BE STABBEEO WITHIN T DAYS OF ROUGH GRADING OR IHADNm. EL -.ME TED DEALER DAPMMD BOTTOMS NOT DEAN INO TOWARDS WEIWO AND AET]BES MENS-ENNMNTCE's. TEMPORARY STMIUZATON WILL BE REQUIRED IH MEM WHERE CARDING OPERATIONS ME SUSPENDED OR CEASED FOR A PEEOD OF T DEPS OR GREATER A BOCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL S TO BE ENGAGED AT ME PROJECTENTUNCEORISIST VWENE. $MEET MPW3OF ME PAVE. SURFACES WILL RE RMSEEE AS DRECED BY ME nawo of EROSION corNTRDL: SILT M NCE AND SEOIM EM LOGS WILL RE INSTALLED PRIOR TO CONSTRUCTION. GERM AND FILTER MARKET WILL BE RACED AT ME OUTLETS WRMN N HOURS OF THE OMELET PLACEMEN. ME CONTRACTOR MOST STABILIZE ALL E%POSED SDE AREAS IMMEDIATELY FOLLOWING CONSTRUCTION WNEAEVERCONSTRUCIICN WILLNOTOCCUR FORA PERM GPFATERlYN10REOWLNT DAYS STMWZATON WORIE MUST BE COMPLETE WITHIN T CALENDAR DAYS AFTER ME CONSIRUCTIIXi WORK IN THAT MFA IW4iEMPoMREY OR IRREVERENTLY CE/3EW, AREAS MXYME WOMEN M FI OF A PUBLIC WATER MUST RE STMRDED WEMW N FOURS OF CCMPLEGNG CONSTINICTON DURING PEROOS OF WORN IN WATER RESTRICTIONS FOR TIME MERGERS DECLARED BY THE ONE. M E CONTRACTOR IS RESPONSIBLE TO MAIMNN TH E OISNRE ED AREA UNTIL VEGETATNW IN ESTABLISHED. ONCE VEGETATION IS ESTARLI9IRD AND COiSTRUCTION 15 COMPLETE. ME SILT FENCE AND MY OTHER TEMPoMRY EROSION CONTROL AT IS NOT BIODEGRADABLE SMALL BE REMOVED. STREET SWEEPING TO BE PROVIDED AS DIRECTED BY ME ENGINEER OR OWNER ME Cm REQUIRES STREET SWEEPING TO CCCUR WITHIN D (CURS OF NOTICE FROM THE CITY. APPLYING MDLCN. HYOMENULCM. TACHUM ER POLYACRWAMOE OR SIMILM EROSION PREVENT ON PRACTICES IS NOT ACCEPTABLE STABLLUATION IN ANY PMT OF ATEMPORARY OR EMBEDMENT DRAINAGE DRCH OR S W ALE. BLANKETS OR OTHER APPROVED. BY ME ENGINEER SEMI SMALL BE USED. ME CONTRACTOR StWL BE RESPONSIBLE FORCCORMNATWG AND SMITH UNG ME WORK OF AIL OPERATIONS. I NOLUDING SUBCONTRACTORS AND UTLTTY COLTMIES. SUCH TUT EROSION AND SEGMENT CONTROL A FACELESS ME FULLY EXECUTEDMRSAC N OPERATON AND IN A TIMELY MMOVER N ER OR THE DURATION OF THE PROJECT, OPERATOR$ NAVE ONLY ACCESS TO THE PROJECT SITE ME CONTRACTOR SHADEOF ALLY RESPONSIBLE MR THE BW E" IMPLEMENTATION UNTIL THE ENTIRE SITE WS UNDERDONE HI STARILLEANOIN MEE VOJ WS BEEN SUBMTTEO TO THE MPGA ME CONTRACTOR IS TO PROWDE ATPNNED INDIVIDUAL REGAMSI BOE FOR ME IMPLEMENTATION, IN ENCCDCN AND MAINTENANCE OF ME EROSION AND SEWMEM CONTROLBMPS ON ME%ROIECT. TUT )NEE PI B TO BE IDENTIFIED AT THE PRELONSIRUGIION CONFERENCE MO LISTED IN ME MINUTES THEREOF. ME MPO NIEO INDIVIDUAL IS TO PERFORM A MATURE INSPECTION OF ME ENTIRE SRS AT IFAS]ONCE EVERY SEVEN DAYS DUENG CONSTRUCTION OPERATCHS AND WITHIN N HOURS AFTER RAMFAIL EVENT GREATER TUN 0.5 BODES IN N HOURS A INSPECTION FORM WILL BE PRWR£U BY ME COMALCTOR MY DEFICIENCIES IN ME EROSION MO SEDIMENT CONTROL BMPBAl1ElO BE TOTED ON ME INSPECTION FORM MO CORRECTED BY ME END OF ME NEM BUSINESS WY. PERNBETER CONTRA. DEVICES ME TO BE REPAIRED OR REPLACED WHEN THEY ME NO LONGER EFFECTIVE OR MEEN THE SE D W EM REACHES OR$HMF ME HELM OF ME DEVICE. TURNING DOCUMEMATKKl SYNAND MRFI.ENUATOR REV 151 NG. MENDING, AND RNSPECT W G TO BE FILLED IN BY ME CONTRACTOR) NAME GF IMOMOWLL OV ERBEEING IINSPECIING RATE OF TRAINING NAME OF INSTRUCTOR ENTm.101Nc MAIMING CONTENT OF TRAINING ICTAL HOURS OF TRAINING BMP INSTALLATION. MVNIENMCE MD REPAIR UO BE FLIED W W ME CONTRACTOR) NAME GF INDIVIDUAL OVERSEEING S INSPECTED DATE OF TRAINING ASE .1 INEGNUCTOR ENTm PROVIDING!MOONING CONTENT OF TINNING TOTAL HOURS OF TRAINING POLLUTION PREVENTION FEROLRFRSME TO BE APPLIED ONLY w ME AMOUNTS SPECIFIED AND WORKED INTO ME SOIL TO MINMff EXPOSURE TO STORMWATEA RUNOFF. DRUM PURSUING WERATCNS ME TO BE CON DOGGED MTFM GRE. ANY INADVERTENT SPI "GE OF NEL OR CHEMIGIS IS TO BEIMMEDWILLY CLEAN ED UP, REBI FROM ME SITE AND DISPOSED OF IN ACCOROPNCE iO STATEANJ LOCPt REGOUiONS. NAIORSPILLSMETOBEREPORTEDTOMEMPGN HMRNMRFl NNETWORNATM4IIDBB.MLVEHIIXESONSOEMETOBEMDINDREDFDRLEAKBAW SUBJECTTOR INEPREVENMEMNNGERANCEEFEDnMEWCET UKELpOODOFLFAXAGEMDOR SPILLS. CONCRETE BOTCH TRUCKS WUL NOT BEALLOWFDTODSCIWLGE DRUM MOORUTE WABROUT ORECRY M ME GROUND. APoRTABIE WMHDR RECEPTKIE ISMBEFROVIDEDBYME COMRACGORATME PINµ STMIL nONOCOIRSWHENTBPEMCE MEPERVIWSMEAISMVEREDWIMUNIFORM. PENNANEM VEGETATION. ALL TEMPGMRY EROSION MO SEGMENT WMRIX FEATURES ME TO BE REMOVED AND ME NMES NOTICE OF TERMINATION IS TO BE PREPMED AND SUBMmEO i ME II CRECRPnox T LE LOTAnON EROSCNNNTROLOErABs DETAILS CISCIB ER35CN COMROLLOCANOR. EROSCNCONMOLPWI CID Za HOUR MPGR EMERGENCY NOTIFICATION'. TCEPHOWE NUNSERS: 151 H951SI NNtn-0TSB MEFp1OYniG D1ANT1161SM ESIDER EDPRELIMINARY AMOUNT REQUIRED FORSMINMENTGpVMa BMPSATTFESTMTOFMEPRO .TMSESTIIRATEMPROWVIEDMREQUR WMEMINNESOTB POLUTON CONTROL AGENCY GENERAL STCRM W ATER HERMO FOR CONSTRUCTION ACTIVITY. MY MORONALM VIER IERACEMEM BMPS QUANTITIES WILL BE FU WISHED AND INSTALLED BY ME CIXTUCIIXR AT NO MOTIONAL COST MME OWNER ESIRATED RELMINMY ..ED AT START OF PROD ECT: rtEN LINK ESTIMATED IS. SCUMMY TEMPORARY CONSTRUCTION ENTRANCE BE I TEMPORARY BRIEF ME" FLET PROTECTION EA T TEMNO.CONCRFTEWMHOUT BE I .ROPARYWMP SCOIM4MCGRRMDEVICE FA I YOU MGMY SEDMEMtOGS IF IM YOURDWY SILT FENCE LF SA38 11.1 MMUDDERE MENA1NNOFwATNWA.swExoPMxsDEwILrs.Mo srGMMODwnMN UCTIpf ICrMIFS A OTHERµ PERRY AN LTONroo9CM.W:A SrPU1.1. ASSDpVED VENCH NST.. ACTIVITY UNDER ME U.N. WARNED. IMt MALDISCHARGE ELMV.LrRw SYSTBM1 MINNESOTA PERMIT MEE AN oET�wxxEs4fAPavumwLANTPpA4Exc+'EDP EPOs[xf Axo Ort CO KK. e_m+vi nu"aicESle P"ADFRMIrMis'PAR EEELNOBTUFo mmMI ALL DOCUHMENTAmvONFIGURED TO CONANMVG%EPEPM35. 1. WPEFw1r5'f6W .UWARMET".AWBO. C. RECREATION EMNEMFABVRF9NPIPCE PRN)M1i0 DISNRRNCECFMIEACECOYERAW B6OE iCx CCCUM1G D FGUItUECAN OTFUEPMBEMGEERWEn°F EVMIDEmEBmIMCIMwNMifmZi ORE M,sPwlEn cOr. L PREVENTRUN ANOa MIDCMO I.D.W. PARE&1E EnEVFNNMW Px09EOMIXiiNW RbnNGOxiO PAVEMFHIB L eFdNFNIAipNDF WAIERWAYeCEFeIip RIMM9ECLLEMAIpfH OF WAIFRNAY90FFrHE FROIER BONERS OWNER I, EMBOBEHANCE wCLVNXG PNFPd. BTB£ <W[FS.FWPo.OPE:ONYNOE WAY3.910RMSEWEAS.MOYNrtMY iIONOCiV16.W5IM1plCCPAECi PREVFHMEBFA41PE5 PMEDNEELYAi Ipt(Siq FFOs11EO EEgMFMs: CCM1Y W I]M P W UIEMFNiB Cf Nlil IOFP6 xsVNG Nx TMTPMY PEV ENTM NL3UE5 UNTIL PUREAMENT NCULAURN HAVE BEEN CANABLEEM REGI 3PPCWCR IIN ANTERNLS AGEWHEAD MET FENCE. WWEN MILYINSOMPLEVE SMORNERETE RESISTANT TO COMMON MNL CHEMICALS, MENW. ANY.£ NS. MVBI^"` •^ .LCNCEB T"WEENE FVSWEEMPS N0.UCBR SENT WPN TE..WG LMM1UM µ£WEE MU. fE:GTH3: f. AVDWEOPENRE BUE M US. BT1. 11.1 xP .. WNIEH TESTED w KCdMµCE WITH ABM ONDEN ANWI ME .11. NERVA". WHEN ]MOM INwCGOMHNGE PON ATL pwM1. ]. NTNVEN'HGMXSMNCE: PETAwI UOUGGI EEAINCE EESTRENGM.WEHEPSROM AUCUNMIvw . P¢SMPNDUCN1. DM ETELF. 1. 1aE, MWN WE N IMCxU2 EFYINDO`N PEE,TESTUEDN A«OND EWMIMOM AER. BE 1REAVRsTPFlwmiN LEE RNIBUA WHEN L' TED wAC�C9I0�AvcM.. PER NEW SBLTEENCEP055i O ECFTEFEM OLOWBAGRMWMSFEOUSIG'. 0. B SMELLLORTFUMBON, WITH MINIMUMMA44O N]]NiFANXEMECOi. q 6ti-INWO, •BY• B:U HO PI -.DBS SECTION e NNPTJ].3 BY] WON ED IN CAPELOOP sECTN.W. B. gEOUMORDIIECT NxWTSPE[U T0[991NUCOWSiOttE W0.N FETA YOROLL9NOTME 1,55 EJECNEOME.. �9 "15W} PEAMEIFRGpNIPGLB. EETE,A WC..OP EOHw. MPGARY I MALMNEOFTH DIME FL¢ NT MPgN RUNITS LTOLLGWDETMPPGVIDm COMPDSEDOFBNE OBLEBAVOWANEDROCK H �METTIVOTECTIOM BMA1L BEEEM MOVEO AT THE CONTCTORMR OTANI GUMMY CT' ENGxBY ETRHE NwxG P BILE STABeUA 110N rs NO AC "EYED Ox AT INE LEM TEA OF DIF NC o.TEUWy CN COMORECWN Ext E . RDDNL. BE Gv.M I AN3ANDH WMHTY, MC, E TEMroAR. SLOPE EDUCA OP PINOTE. G. OL 1) ALO NSISTOFAUNIF4pH of o� FPL KNwSI ORWCCBFIBEPBBANBWIEED 31 ME NEETNxc SWI BE BTEUEGPMMBLE CON]AWMG DUMMIED WTMI.. FOR BBEANAVN TO OCCUR MMIN A MORAL CMVM BEASpN. a BLAMED USED DD ANCHOR ENE MMAHETS� I AT USHAPIT.. T MODE BR HEW ER YT WIRE HAVING SPM O INCH OE IEl-S ON PORE THOU EM EOUTEOM AFF ER11 THE EMWH CdTRO BONER ACCEPTABLE FOR USE ON HIS PROJECT INCLUDE PNCEMANCEOMEREF uxOldtss. DCR CULL M1HGFEH-Bf SD, MOON INNER MBloswllx leN�cTMN. Vis. AEMLOEax cc I TIN Ei xNEDMAIC NBMCCuv51EIERa MEH5 EEH.Fgde&MUBECOLOEO WNTHn NDNLl1 PMAmLCAEOINOVEPIMME 31 rNECU�Pµ 944E BE A EV FERTILIZERS. FERRS THEBLLOID MWG NIGHO.EEN NOW ACEO y�� AREAND UPOR wEfMG 31 MAE vc DETff HAUL NO TOEO ED A CRUET MEROKMATELY CB MM Un ]O EINCHES) MO N .1 HE MENTI CO - OF HE UAEPu. E 1. N. WE BY WFICHi. B THE NATMK SMALL CONSIST OF MATERIALS THAT ARE 10Dn BIODEGRADABLE AIro IDLE.EE q TE Wi�gALLPRW6f 1 wK CMBMIWS COVFNDE AND S"ALL HAVE RE HOFS GRATER £INN IIYM W 50. nWE MTD REFUSED LL SEVEN SHABEPPnR011WATEO By ABAME TEST mpN TO ANALUCYC BI THEBEN... WATER ETOSVY E M MMVFACTOMFR RECOAEENWLpIS THE MIKWOM BM ALLEN TO WATER RATED M D105 SM MATCH MO ID CAILOMS WATER TE WAGER RATE WLL YA,yFEV 1.4WMMBAND iE GLLLONBPFA ANUS. OEEMPOWG ON WHCI OF THE PROG IS USED M ME BOND NO EI MATER MNCx PPCOUC R ACCEPTABLE ME USE ON PHIS SM.CGI WED. AIECLUEG u. AM EACTUED BY CAPFOE Iea0E DEAM. MAV UFACnPEO BY MOT. BC BICONAEo OD.MMDµNAEOW.UC GMM' WC. F. IFMPCAAAv RIWEBERESERrOANHEAMENECC TF HADNC6EVw MOABA 4 USIA A OORLE EEOF AYTbR AHJ M4x _ E«Lu NwmsrEwM CFwLB4MHM ERMMw6NAIM EEroa MEwMA� `11 UVAEw PFM) UPEASPELEAWNW . O NMCNRE OF Im LEMEERMnP 114M. SI"MMRCFMGU ASUFNRMMOMPt. UPEPxlrnvm OF Is BEG1MPERAMU D4MU SIMUNNNSBS]BmMCMCFm PEMAN MTM.. B vourPolwvoFpnl ox'.SEVE ASwmTSAABwu IE..NlmEVEGN. MI.I.UHP... x SLULEEONECETEEOL. OEMG T ACE B.YNOaVEMALINE. Mfi VRGNELLRMD. RONMOMO.VPOIMA aIN. Wf1EAC6 P 1 CDANDY ALERWBVi. 1 R]OICIS.NC. P.O. PBV 1. LE 1. SU691.aN. MEYUP I AN EAECOIw DEPARI MA9CIIECEEE WOMSOTAE6OLIESSANGFSME LEFiOPoSEn FCRTHRI.WIMINMUFINTOE TIME PIMERN d4MiOR 9WLLL MLLLIYNL PFOVIENEM90FTMEMOxESOTA9TMNwPTE AND. ronlEPMrw MON COUPLES D MON THE NCE OF INTNTCHNAM THE OWNERS MONTLE. 1. ACVQE A 9GNED CW/ M THE ONHER. . 51E W POST • N NGIEB.. .M. I. MET -1B YI . M.B." RM] T50.CEEMAILMOM:NNINI7FSHSESINE.LSROLDIGM,SRICEATPoSTONLY. wFALNPWD AT SNOM FEE vnrx EYTPAPCD. A. GpALExDMµAWR9CxPE]G)x FUND aµLFWOwrySRMyEYreMEN NWMEEOTFEAr FLAT OR IfIT•IX MVO. 1INCH CONE. AND N HE B. µG"I'VE £DING STWRMMLEVr ii 6LOE. B.W9 WCXME.Ye W61CRpM WpTX GEE.UMEN EN ENEYMCMO.ORNIF,GMLPIXt: ' * TEMPI NUMMENT L. I PEREMET R CONTROL SHOULD K INSTALLED PARALLEL M THE BEEF OF ME MORE OR EP ALLm TPOYNL n£MME I T12PFPJMEIEA WR0.0. ON P, R I IN BY 11. B. B SR '..ON E. Ix THE EVERT.IS NOT PoSSBLE, LE, WHEN MAS ENET 0. SUEEEDI FFAVENMMBNUMYCQY[REREICCKESXALLSEUSEO YENLVOTxEISNWETHE TO NFL, EONBNG RUN EVSMS •. "N"BACOMEA I, FICUDEATANY 0 ALL HIBI RUPEE THAT ANY BOILERS THEN UP IV. Z SEE 0 AND FIENTUDE PER SEMI G W19 FINGER TO RETAILING TEMPORARY GONE MUNI H UP NATURE •.PETALL THE B FM AS PER THE I) LEE WA SHifALBE APPLIED WITH UNBRIDLE SPRAY MILPN4Nt MON THE A MAVUFACTUREFTE �>�LEATITHE N IuMIs BE eDOM`E ATUOUSDE TIe'rowas IN AwMCL OF PRCIEVEO RUEALL TO AULDP THE GUY NO GWE SE. NABN SWI MAP . IN TWO WAGES I... RATE.]. ANGETINE TO ETHE N THE REM Much-BEAMVED HISM AT LEw9U HAD ALTFwµTE ORKTNMS, PEFEMBLY p OEGE. RANO. FF .... N ENWPE ALL SIDE FACESEECW BE D SI THE. PATE OF THE BM MACH Sx4L BE SSW LBS Ea CE MNIMM MD I EFEEON CW1a0. MM'µT. NSTNLM PER WM.IFAVTIERS ECVMMENGATONS EPP1. CTTEVIN NMEASURES�EK�W V N NWO E E✓OFA..STME 1. N.ESoa NCxESPoMEE FwTMENYNI uowxOAVANWCE. AF DAY.EV IESWK➢NTELYIND PHLY. SELEACYNE v MERGERS T�ENDErSWEEEo ON ]Hem OFrTHEMEE OF THEMEE FUNKC, PAssso FIDE. MET ME MpEHEUT BY aWWF ON OREaMSEOUM .1 WESTERN BY )WIC ACMTW'O MaNCEFOR EWvµuNoaEPUCEMprt DF PM9HULleEPpWOEBM RATE OF THE PUMP DISCHARGE TO AHIMPHANDECI HATE. F FACESEDEM MY N "FACEPLATE LOCATIONS BE Sl. DO .1 E FROM SOL a BE OLLAN .1 v NEARRE AFTER . EFEBEATION MM EEN PSTABLL , BWO E.OPTABER ODAMEFENN ANNAMHIWNE.UNR.1 SNE SUEµM 4 TEEND OF SYCHM SITE LOCAnOI I MILE RADIUS COON CREEK (IMPAIRED WA M MI i IMPAIRED WATERS MAP Q 0 Ou U) Z W WW Ill w o a� V y� m c6 13 i G� UUJCpy�py yIN Y 3a -1 W, Z GESTIENTLE WERE MAY BE USED TO PEEWEE MWERATOM OF MUD WASM THE LACIFINEWHE ME BOOTEE RES EU 0, TOMPOSAMEN SILT FENCES . 51E W POST • N NGIEB.. .M. I. MET -1B YI . M.B." RM] T50.CEEMAILMOM:NNINI7FSHSESINE.LSROLDIGM,SRICEATPoSTONLY. wFALNPWD AT SNOM FEE vnrx EYTPAPCD. A. GpALExDMµAWR9CxPE]G)x FUND aµLFWOwrySRMyEYreMEN NWMEEOTFEAr FLAT OR IfIT•IX MVO. 1INCH CONE. AND N HE B. µG"I'VE £DING STWRMMLEVr ii 6LOE. B.W9 WCXME.Ye W61CRpM WpTX GEE.UMEN EN ENEYMCMO.ORNIF,GMLPIXt: ' * TEMPI NUMMENT L. I PEREMET R CONTROL SHOULD K INSTALLED PARALLEL M THE BEEF OF ME MORE OR EP ALLm TPOYNL n£MME I T12PFPJMEIEA WR0.0. ON P, R I IN BY 11. B. B SR '..ON E. Ix THE EVERT.IS NOT PoSSBLE, LE, WHEN MAS ENET 0. SUEEEDI FFAVENMMBNUMYCQY[REREICCKESXALLSEUSEO YENLVOTxEISNWETHE TO NFL, EONBNG RUN EVSMS •. "N"BACOMEA I, FICUDEATANY 0 ALL HIBI RUPEE THAT ANY BOILERS THEN UP IV. Z SEE 0 AND FIENTUDE PER SEMI G W19 FINGER TO RETAILING TEMPORARY GONE MUNI H UP NATURE •.PETALL THE B FM AS PER THE I) LEE WA SHifALBE APPLIED WITH UNBRIDLE SPRAY MILPN4Nt MON THE A MAVUFACTUREFTE �>�LEATITHE N IuMIs BE eDOM`E ATUOUSDE TIe'rowas IN AwMCL OF PRCIEVEO RUEALL TO AULDP THE GUY NO GWE SE. NABN SWI MAP . IN TWO WAGES I... RATE.]. ANGETINE TO ETHE N THE REM Much-BEAMVED HISM AT LEw9U HAD ALTFwµTE ORKTNMS, PEFEMBLY p OEGE. RANO. FF .... N ENWPE ALL SIDE FACESEECW BE D SI THE. PATE OF THE BM MACH Sx4L BE SSW LBS Ea CE MNIMM MD I EFEEON CW1a0. MM'µT. NSTNLM PER WM.IFAVTIERS ECVMMENGATONS EPP1. CTTEVIN NMEASURES�EK�W V N NWO E E✓OFA..STME 1. N.ESoa NCxESPoMEE FwTMENYNI uowxOAVANWCE. AF DAY.EV IESWK➢NTELYIND PHLY. SELEACYNE v MERGERS T�ENDErSWEEEo ON ]Hem OFrTHEMEE OF THEMEE FUNKC, PAssso FIDE. MET ME MpEHEUT BY aWWF ON OREaMSEOUM .1 WESTERN BY )WIC ACMTW'O MaNCEFOR EWvµuNoaEPUCEMprt DF PM9HULleEPpWOEBM RATE OF THE PUMP DISCHARGE TO AHIMPHANDECI HATE. F FACESEDEM MY N "FACEPLATE LOCATIONS BE Sl. DO .1 E FROM SOL a BE OLLAN .1 v NEARRE AFTER . EFEBEATION MM EEN PSTABLL , BWO E.OPTABER ODAMEFENN ANNAMHIWNE.UNR.1 SNE SUEµM 4 TEEND OF SYCHM SITE LOCAnOI I MILE RADIUS COON CREEK (IMPAIRED WA M MI i IMPAIRED WATERS MAP Q 0 Ou U) Z W WW Ill w o a� V y� m c6 13 i G� UUJCpy�py yIN Y 3a -1 W, QVAHIDS' ILLY COMMON NMIf SOENIIFICNAME SIEE NOTES TREES 5K NACKCHERRY PRUNUSSEROTINA LEM,"A. 6 HIGH $1PIJGHTIRWK NO V{ROttH Bb BUR OAR QUERCUS MACROCARPAlYR'p0.6NIGH 0 SIRMGHTTRWK MO WCROTCH ARE 0� ROCKELM VlAE1NOMASII 1310 GA.9 NIGM SIRMGXf1RWK NO V{ROTCX 9RM RED M LLE ACER RUBRUM 131r.A.6NIGH STRAIG4TRWKNOVtR0TCH 5PR PAPER&KF RFTNYPAPYMFERA 1wr GA. B HIGH S1MIG1I111WK NO V-CROttX 6 O DWIDNGASPEN 3LTOIA.611IGN SINNGHTIRUNK NOV CROTCH 9W3 WRITE SPRUCE PIQAGNUCA SSM'p0.BNIGH SIMIGHf1RW MOV -CROTCH N Al b I I I I I I I � p2_nnv,n I I I S mmw.. wNw = -.. -- - -- --- _ _ -- STA=O„<ZO—"'� ---- --.------- '---- LANDSCAPE REQUIREMENTS: Qp M E~�1E NW �CITYOFADGZONINGORDLAN LANDSCAPING SAIOtAN5NCONFORM TO o p p p o LL THEFOLLOWINOSTANDAROSANDCRITERIA: g €9 c .I!'T{P A. ¢ PLANTSMUSTAT LEAST EQUAL THE FOLLOWING MINIMUM ye°yT 2 •P 1 - .V c3 . u �o j POTTED/BARE ROOT e E i B OR BAILED d BURLAPPED w a c �m r – CIDUOLISTREES I IAHNCH DIAMETER G 5��a $8 FEET OE � ua c $ � a^w= 55- 2 flex 9106 EVERGREEN TREES t 30.1NCH DNMETER S g Z FEET HIGH 19 839 m o B PROVIDE FOUR INCHES OF TOPSOIL(BLACK DIRT) AND SOD IN ALL GG N i BOULEVARDS PRIORTO RECIEVINGACO (CERTIFICATE OF ��- F^ r_yV DCCUWWCT) C. THERE BHSODED ORPHOHESOFTOPS SEEDED THE LOT OU p _ Jo BOULL HE EVARD EDGE OR HE FEAR WALL OF THE HO FROM THE qqq a BOULEVARD EDGE IORTO WALL OF THE HOUSE. THIS � Z % SHOULD BE COMPLETED PRT IL RECEIVING ACO. Pz 4 17 LII D. BEE THE TREE P AN NG DETAIL 3 1V 16 W (SEE CITY ORDINANCE FOR FULL REQUIREMENTS) (3W 5 (L � LANDSCAPE NOTES: o v, 1. ALL AREAS DISTURBED WRMG CONSTRUCTION SHALL BE Qw r _ oww.ceu+o RESTORED ANO VEGETATEDAS SOON AS POSSIBLE.ANV Qvp �i N r� I� InRmmeN- FINISHEOAREAS SHALL BE SEEDED AND MULCHED WITHIN i �z -� �� DAYSAFIER FINISHED GRADING IS COMPLEIEOIN ACCORDANCE TOMWDOT 2515. O a - R..z r 2. PLANTING SpL TH 011_ 33% FEAT MOSS, 3 %FI DRUN S m � U � SELECT LCNMY TOPSOIL.33%PEAT MOSS,33%PR RUN SAND. 3. ALLDISNRBEDARFASSHALLBEREVEGETAT WITHMWDOT M.IAM ULC.ED, R DISKANCHORED, PER THE FOLLOWING SC Ar ( t< ✓ \ _ (Re • ” SEEDMLX ES131- mMAC. MULCH ttPEk 2TON&'AL. I – / /I• l 5i SEE DETAILSOBB FORTREEPtAN)ING DETAIL J Z _ Z_u -- --- ----- g —17 o Z x O. a , c Z a 14 Ln u - a y u Ocec 00 o Q I �gg 1 _ `►sem __ 10 1F I 13_, ' SHEET NO. - - a J` --y ,t 1 GOPHER STATE ONE CALL 1. / rnp crrr AREA 6s, asA000z MINNESOTA TIXL GREE i-0WE2-11fi8 X LEGEND: 0 PROPOSED NRF ESTPBEISHMFNT 0� U6 N ®®�®PROPOSED DECIDUOUS TREE SCALE: 1"=M1' PROPOSED CONIFEROUS TREE b I I I I I I I � p2_nnv,n I I I S mmw.. wNw = -.. -- - -- --- _ _ -- STA=O„<ZO—"'� ---- --.------- '---- LANDSCAPE REQUIREMENTS: Qp M E~�1E NW �CITYOFADGZONINGORDLAN LANDSCAPING SAIOtAN5NCONFORM TO o p p p o LL THEFOLLOWINOSTANDAROSANDCRITERIA: g €9 c .I!'T{P A. ¢ PLANTSMUSTAT LEAST EQUAL THE FOLLOWING MINIMUM ye°yT 2 •P 1 - .V c3 . u �o j POTTED/BARE ROOT e E i B OR BAILED d BURLAPPED w a c �m r – CIDUOLISTREES I IAHNCH DIAMETER G 5��a $8 FEET OE � ua c $ � a^w= 55- 2 flex 9106 EVERGREEN TREES t 30.1NCH DNMETER S g Z FEET HIGH 19 839 m o B PROVIDE FOUR INCHES OF TOPSOIL(BLACK DIRT) AND SOD IN ALL GG N i BOULEVARDS PRIORTO RECIEVINGACO (CERTIFICATE OF ��- F^ r_yV DCCUWWCT) C. THERE BHSODED ORPHOHESOFTOPS SEEDED THE LOT OU p _ Jo BOULL HE EVARD EDGE OR HE FEAR WALL OF THE HO FROM THE qqq a BOULEVARD EDGE IORTO WALL OF THE HOUSE. THIS � Z % SHOULD BE COMPLETED PRT IL RECEIVING ACO. Pz 4 17 LII D. BEE THE TREE P AN NG DETAIL 3 1V 16 W (SEE CITY ORDINANCE FOR FULL REQUIREMENTS) (3W 5 (L � LANDSCAPE NOTES: o v, 1. ALL AREAS DISTURBED WRMG CONSTRUCTION SHALL BE Qw r _ oww.ceu+o RESTORED ANO VEGETATEDAS SOON AS POSSIBLE.ANV Qvp �i N r� I� InRmmeN- FINISHEOAREAS SHALL BE SEEDED AND MULCHED WITHIN i �z -� �� DAYSAFIER FINISHED GRADING IS COMPLEIEOIN ACCORDANCE TOMWDOT 2515. O a - R..z r 2. PLANTING SpL TH 011_ 33% FEAT MOSS, 3 %FI DRUN S m � U � SELECT LCNMY TOPSOIL.33%PEAT MOSS,33%PR RUN SAND. 3. ALLDISNRBEDARFASSHALLBEREVEGETAT WITHMWDOT M.IAM ULC.ED, R DISKANCHORED, PER THE FOLLOWING SC Ar ( t< ✓ \ _ (Re • ” SEEDMLX ES131- mMAC. MULCH ttPEk 2TON&'AL. I – / /I• l 5i SEE DETAILSOBB FORTREEPtAN)ING DETAIL J Z _ Z_u -- --- ----- g —17 o Z x O. a , c Z a 14 Ln u - a y u Ocec 00 o Q I �gg 1 _ `►sem __ 10 1F I 13_, ' SHEET NO. - - a J` --y ,t 1 GOPHER STATE ONE CALL 1. / rnp crrr AREA 6s, asA000z MINNESOTA TIXL GREE i-0WE2-11fi8 COMPACTED COMPACTED 00/2 SAND OR PR COMPACTED RUN GRMIULAR BACKFlLL MAtERIAL 0.0/4 (4• MIN) (IN CORROSIVE SOILS USE GRANULAR ENCASEMENT) COMPACTED SACKFlLL GRANULAR MATERIAL BEDDING /2 O.D. EARTH FOUNDATION PVC PIPE INSTALLATION 101B TYIDi NO. 6E60 1S ... cDNA 16WIxEa OVw m Top APPROIYO TCV K IW OR IARG7t WATEAYAW. rl EWK) e0' ... ch. REWIREO OVER LJ TOP EE 6' To B VATEAMAN. WAN' re, ADJUST TW TO la 811"TaUEI! Nit. saw 36• clt O BOx To 9E SET TO (INR APPRm£D PRaKf T2 or ADAMIIENT fWAt) TeUR N0, wed tli ADPROHD E AUNT fxTN ", 1WEA 11a w 14• (OR A`NkhlED No. 59 16• EWAL) W. w 24' er�� ADAPTER eonaK TWER xa 6Aw (4t APNNIKO900 SAND OR EWAl) WAL AND TO DAseds ARTrAxDAlmsBASE l GATE VALVE AND BOX 2 202A I 1/2 -CRUSHED ROCK OEM AS NEEDED *, STASIUZE TRENCH WIN. O.D./4 BUT N01 TEss THAN 10•. SPECIAL FOUNDATION FOR STABILIZING OR DEWATERING OF TRENCH c DOVE I �"n` W. 1osA 7]�.�i7:7���1'f1�I:7•,IY�I�F�/:lA I:��C�P, NOMINAL TRENCH PIPE DM. WIDTH WKf1LL® BACKFLL®17-3 TRENCH MOTH FOUNDATION 0 Q MINIMUM THENCy WIDTH: Minimum trench width shall be 1.25r +12• or a I 16 plus the outside diameter, whaterear is greal See table. ® OUNF DAU excavated! to Also. of unstable trench bottom shop be excavatea depth determined by the Erpineer and replaced with suitable foundation material to meet the requirements of Note 8 below. m BEDDING: Bedding thickness stall be o minimum of 4" for pipe diameters through 24 Inches. Saddling thickness shall M 60 for diomelers larger than 24 inches. rhe motenal s1n011 most the requirements of Nola 8 below. Q HAUNCHING: This material is placed and cam,.. evNdy oa both .ides of the pipe, from the top of the bechdisg skeptics to the lop of the pipe. The haunch/pipe zone material shall meet the wo,unement, f Note 8 below. ® INQIAL�5.5NLL Initial backfill M from the Top of the hourah/pipe zone elevallon to 6 inches above the top of no pipe. nor their. area.• initial backfill material .hall meet the requirements of note 8 below unless roodwoy embankment requirements supomeds. Q FlNAL NAGKFLe For traffic applications, final backfin motenol and compacUon efforts shall be consistent with theEnY ear's parameters for The sub grade of let pavement crass -section which i. g5% of Standard Procto Density from the encasement zone to 3 feel belaw the surface and 100% of Standard Proctor Density in the upper 3 flat, ® MINIMUM COVER: Minimum cover shall be 18• for pipes 12•-42• in clamber antl 24 /or pipes 48•-600 in diameter for H-25 loadings measured from the bottom of the fle.ible pavement or top of gid paveL me Tempomry ramping with Claes 5 may De reached owing construction to maintain cover depths for cam R= vehicles. ® ther installed per ASIM D2321 Claw I, U. or III as approved by eE�mwNlinq and 10 CURS COVEN AS SPECIFIED ON B'XS'X16' CONCRETE BLOCK TYPICAL HYDRANT LAYOUT (VALVE IN BOULEVARD) BACKING 201D 0 m Yon m Y LL 2 O j O5 JL5pp$' U � G N SD$ 6 fi a$gim �� rFRS Eag. d o Z . DOi W- aW F- a. UJI 4 KO L) 00 Q M ad w Ulu J Q 2 Z = J C C7 Z he Z Z Y c Q y C Q H UQ W Q 30 0 cQc > Q G Q 43 o = u SHEET NO 5irel L0161 TEES MIN. 2 - 2• THICK INSULATION 6• CONTACTED GRANULAR 111 W LAYERS VdTH JOINTS STAGGERED e' SIE¢ 3 w/fO AND E%TENDING A MIN. OF 4' EACH DIRECTION FROM WATER MAIN CA ffNCE OR Cx6Tw0 PAINTED INANE 4 A ER MAI R MINIMUM 2 - 2' THICK INSULATION LAYERS CURD Box 8.5 - a' Mx LOW AT HAE WITH JONTS STAGGERED AND EXTENDING A MINIMUM CAIN EATFNSIOx �•'• OF 4' EACH DIRECTION FROM WATER MAIN CA Covm AS SPECIrED INP meNCr MECH. COMPACTED q w BACKFlLL �� WE IfM:lx..0 TYPE SWTO�P� pp OE wS SpE ITM EFIM[E O UNE l5 SPEc1I1FD (SE[ 4[c) HYDRANT LEADS 6 MEGALUCS 4EGALUGS SEND BEND 2 Eaav uPwam srloulD E NO orWee NxpRx TNw TOP Of vuTERuax xYlminl OC91C' DENOTES 3/4' GALVANIZED mwaRATx3x stay Ni SfRWCE is U' TIE RODS OR SEPARATION INDII s1D1w SEs' NtOh MEGALUGS MATER SEMtCE TO K 3' iNW W. YFACE 4 TACK. 4'4' !0JEE15. SEND BEND WATER MAIN INSULATION WATER SERVICE DETAIL DENOTES IMEGALUGS BENDS NOTE: INSULATE 4' WIDE ON CENTER FOR SERWCES MAIM I. MIU JOMS 10 BE VEU Q ALL tALL RUICE CO GATE . 2 CONCRETE B1T UNDER LEL R11E W WONNIM MUS AL 0 AT a �POLT D 6kTSz AT 5/22/06 2/27/17 SLEEVES NUTS mDaLaM av�0IDE 3/6/06 9WL E Tnr-Sw OR APPROMED EDWL OM 1531 AA %B `DOVE STANDARD DRAWING c IDOVE SEA wo DRAWING 2NO. STANDARD DRAWING c'DOVE 210 203A 0 m Yon m Y LL 2 O j O5 JL5pp$' U � G N SD$ 6 fi a$gim �� rFRS Eag. d o Z . DOi W- aW F- a. UJI 4 KO L) 00 Q M ad w Ulu J Q 2 Z = J C C7 Z he Z Z Y c Q y C Q H UQ W Q 30 0 cQc > Q G Q 43 o = u SHEET NO 5irel L0161 SECTION A -A MANHOLE SLEEVE NO AUOD SMNL ME USED "Do .WUSTNG "Umm.; UNER' YdnM ONLY. CAST IRON MANHOLE FRAME A CANER As Pw sxc6xATlas (1642 B). MWIgE SIE%. BE fA5! EDM. KUYIHVM. OR SI REINFORCED PVSIIC. PAN ASix G16. U.. ONSR W1M61HFAM PIPE. PREGST UWAS DIS CONwE1E WNHM£ SUUOI PER MTM C470. FIR,u41ED ARN D -A. OMMOM A DePDNIT ExCEPT S OTEAMASE SPKmw1 UR 1LS N]NOT PEF Umv, d N MAN. ssc A 12' M 16' B•MR SECINN SHI SE INSTAUD UNDER ME CONE WEIDNER POSSIBLE PPE CaFEMONS TO MANHOLE S AU. BE MANE VATEF TORT In CAST 114 I RI66pR SLEEVE A CEM (r MOTH. RFNE SURFACE SIAL( Is n"HED SMWiH. f 10N -NECK' W15CE CP 0-111hI GSNET Ol ALL MANHOLE iJOINiS ULM AKTFS TABLE. AM, MMTM SHAD DONFaRM To Am DP0 AND MEET UE NSMUIUMENIS DF xI I. xeoe3e. SANITARY SEWER MANHOLE, TYPE 301 (PIPES 27' OR LESS) 301D 2O PULVERIZED TOPSOIL a STRAW FIBER BLANKET OFOR PIPES 48" a LARGER, USE 2.0'. B 4 F-- OTHE CONTRACTOR SHALL PLACE 1 RIPRAP, PULVERIZED TOPSOIL, SEED, AND STRAW FIBER - BLANKET IMMEDIATELY AFTER A 2' - A PIPE IS INSTALLED, EXTEND AREA TO MATCH UNDISTURBED SOIL OSILT FENCE SHALL BE PLACED D AROUND THE TOP OF APRON AS DIRECTED BY THE ENGINEER. r1 Ly B + 1' ADD_ SD / 0 OV ERRTOPa� USE EDUIV. D t PIPE FOR ARCH PIPE 2'I SECTION S -a DITCH OR BASIN GRADE I 1 RIPRAP (MNDOT 3601)) 2' 6' THICK GRANULAR '"--- FILTER (MNDOT 3601) SECTION A -A MNDOT TYPE 4 GEOTE%TILE FABRIC (MNDOT 3733) RIP -RAP QUANTITIES I PIPE DIA. I RIP -RAP- IAM58 TO BE ASTM 01]85, MIN. 1' 41 SNB 12" 6 24" 14 42" h U U Q SCM. 40 PVC PRESSURE 15' 8 27" 17 48' i O PIPE ALL XINTS TO BE 45' BEND 18" 9 30" 21 54' GS (2 MIN.,45' ' T#• SOLVENT WELDED. WYE 21" 12 36' 28 60" MAX. OF GS a tR NOTE: REWFEMENR FOR RIP -RIP SZE THICKNESS AND GRANDAM FILTER WILL BE DESIGNATED IN THE PIANS. GRANWNR FILTER AID FABRIC ME INCIDENT& TO RP -RIP. 1/17/2020 RIP—RAP AT RCP OUTLETS RTAR) STANDARD DRAWING C TY OF ND DOVE 411B See CRy Plate No. 411A for Ripmp placement Anchor ISOMETRIC 3/4/10 Tie last 3 pipe Jolnts.� Use 2 tie bolt fasteners per Joint Install at 60' From top a- cotta, of pipe. Protide 3 axHor cilps to fasten Trash Guard to Flores End Seatbn. Hat dip palvomIze after fabrication. FLARED END SECTION STANDARD DRAWING 419A SURROUND RINGS WITH 1/2 MOREM BETWEEN GEOTEMILE FABRIC. TWE 4, RINGS, GSDINC, WITH MINIMUM 6' CONCRETE AND TOP SLOB. DOLLAR OVER FABRIC. FINISH SMOOTH ON CONCRETE MAY BE POURED THE INSIDE. WTH CURB AND GUTTER. RINGS (2 MIN.. 1.0' MAN. OF RINGS AND MORTAR) 24PRECAST TWE II COVER SLAB (2'x3') • 9 In 1 2 L STRIPS BOUMASRC SEPI. DN SLAP JOINTS I o wTEauLeaora FEOUPED FORH6rEvsEwdECTIOI K j CEMENT MORTAR PRECAST BASE ALL STORM OOG MH SLAB HOUSED WRAPPED YA'R. DIA THICKNESS WITH GEOTEXTILE 4 MIN. 48 6' FABRIC. TWE 4. V,t AB E - 8" DYERLAP FABRIC LOB 10 12' ONTO ITSELF I 12 NOTES: NO WCN SHAL BE USD FOP AVIRIMG GSONO: UNANO MDFDM Ol W Us DLVELMLfATS a5D MON FRWE M'D OW.TE fA5N16 TPE R -15111-1R Sm ll SE USED. CAST dem FRAME ANO CMR G Ads ME R -]IM) -V (ON A GUIDE) CAR R -]l16) -YD (LVA FCAM$) SIWL BE U61D a REWMTRLNINN AREAS OR M CW EO OJF IN FL5N5. YNIKKE STEPS SHA, BE CAST FGR..... DR 6106 PNNFOCD PASFr PER ASFM u78. IOGDm SIWL BE EASILY A:CFSSFLE. PRECAST REINFORCED COXGSIE BAY SAB A C NAB PER ASTM G)B- PREGSD ADNEOPCD UNCRAE LUNNGE Dcrva PER ASUM Is. EVPasnto WOH D -PING GAso s A UUMNCAI RLL OPENING BEIMEFN PIPE AND WN,KKE RNID AIN COMEAU MOI .ii SURFACE SSNL BE FF6ND SAQI WRAF OLMNOE OF DOGNOUSE WUN aoronRE FABRC. TmE 4. ava.w FABRIC 12' GRD ODUF. NL MOSTM SMLL CONFORM TO STY C220 AND MOST THE MWAIDI OF .A. 260638. +, REFES M PLUG FOR SUMP DEPd, IF Al r CATCH BASIN/MANHOLE WITH SUMP, TYPE 421 1/10/20 STANDARD DRAWING CITY 0 F NO DOVE 421E RINGS. RINGS ((2 MIN., 1.0' MAX. FINISH OF RINC5 a MORTAR) — PRECAST COVER LOPE II SUB 2 STRIPS BITUMASTIC SEAL ON SUB JOINTS j ALL STORM DOG HOUSES WRAPPEI 1 2' R.. WITH GEO11YTiE FABRIC. TYPE 4. BASE OVERLAP FABRIC NH SV8 12' ONTO ITSELF Du THICpVESs 51'-102' B' •.• toe• 10' enEmAeoon REGUGo 120• 1z' FOR HGC PPBoaM+EDrwx NOD. NO RCUO SINAL BE USED FOR AILASDN CASTAG: DEEMT MOLNAR OAY. CAST FON MAIAMIE FRAME A COMES M PER SPECmGFNNS (16,12 81. STEPS SHAUL w GSD IRON. ADLpAIM On STf6 RENFGICD PLMTID, UOCA. M 6INWA PREGSD REINFORCED WNcMrTE WNNq£ SECDNNS M Mix NM! FILL OPENING UNISON Fes MD YAIIKKF WIll Mix UADD AOMAF. OEOFRDLE EIACwE NS,INTYPE & a . OARLA 6MFMDOu. 12'RRAONTO UUI r.G OOG1oIIY Rra Au MORDM SNAL UNIFORM To .ASTM C370 AND MEET DIE REadREAlDns O MDNT 230638. SHALLOW STORM SEWER MANHOLE Pip opening ello%S up ro 12" INannder pip 211" TopenI 2'8 I. Up.12 'v.0ry Avo K NO, 409D z . OU to z W (n LLI IL a E7 � Q m a(3 S — J L -1 V_ iFD W Q z " MORTAR BETWEEN RINGS, CASING AND NOTES: SON SERVCE PIPE 8' METAL FENCE B �4POST imEI '� E 18�• E-_ A• MAN FINISH SMOOTH ERROU� z Z u = J j TO BE X MOM POST 1' BELOW MANNERS RINGS WITH GEOTEXDLE FABRIC.MANHOLE. TYPE WATER SERVICE AN. GRADE 3' PANTED GREEN Z Z s MUM 6' CONCRETE DOLLAR OVER FABRIC. Ing, SERVICE PIPE AND WYE � = TO BE ASTM 01]85, MIN. 1' 41 SNB TOP OF PLUG — � h U U Q SCM. 40 PVC PRESSURE 3' ABOVE i O PIPE ALL XINTS TO BE 45' BEND CURB STOP <� GS (2 MIN.,45' ' T#• SOLVENT WELDED. WYE MIN 1' MAX. OF GS a tR SERVICE STUB RTAR) o WE� H p 13: MIN SHEET NO. IntraFlow - Inside Drop System GRMUUR BEDDING AIR TIGHT CAP OR PLUG 1 `• MATERIAL WITHOUT RISERi /a' METALFENCE _ POST MARKER 3 PANTED GREEN 13 3 ', I¢GMm .4 —, SECTION A OwNFOTIG4 A A -A N 1 L PENCE POST In g '- V B LOW AN. GRADE TOP OF PW3'CEMENT HOUSALL ES WRAP ED MINo 1' SNB ABOVC E WWITHGEOTEXTIIE jj NOTA: SAN SERVCE PIPE CURB STOP MORTAR FABRIC, TYPE 4. ? TO BE 3' FROM IS BEND OVERLAP FABRIC WATER SERVICE 450 WYE MIN V - ' . I' . .. ^' .:. - 12. ONTO ITSELF SMv CE PIPE AND WYE STUB 6. PRECAST TO BE ASTM D1785. 1% IN. SCM. b PVC PRESSURE E� (�yA7)ON PIPE xprts: xD w6OO sNAL eE usm EOR AppISTNG cASTeN: aLEM uwTM Owr. ALL JOINTS TO BE Aly ce 16' SudS. YTnaN SILL ME eRTAwD wow THE MAE SOLVENT WELDED. AR TIGHT CAP W1ENDw POSSIBLE. _ GNULM OR PWG BEDDING MATERIAL pI COO IRON MNe,DLE PRANE A CO.S, S AAM SPECeIWNN6 (UPS N. SERVICE STEPS Slue BE CAST FON. Awuww OR sN6 RFFidKD PLSIK, WYE 55NWN. WITH RISER MONO E nU. OP MAS KKD caUrT UN wANNOU YCINM PER Am an. Ml OPEXNG B[IWEw PPE MN Y.W1KKE •ANl MON CNEIIE YCFIK ;['•. ••• MAX 450 eaNE sddACE sHUL sE EWIsxD swprH. rRM olnsNE w DaOI1DUSE dTx FSMA,1GTOM FARRC 1y C TSELF. • AUL Marts Au SRAL cpxFaw ro AsIM aro .ANO MEO THE RDTOFwDns OF SANITARY SEWER S 250 YAR 2,0628. STANDARD 4A DIAMETER STORM SEWER MANHOLE SERVICE WYE TO BE SERVICE DETAIL EMBEDDED IN CONCRETE(W� CLEANOUT) (PIPES 27' OR LESS) ' '22/06 (2 BAGS MINIMUM) 1/10/20 I T Y 0 I STANDARD DRAWING C STANDARD DRAWING N0. 3128 D( VES 407D See CRy Plate No. 411A for Ripmp placement Anchor ISOMETRIC 3/4/10 Tie last 3 pipe Jolnts.� Use 2 tie bolt fasteners per Joint Install at 60' From top a- cotta, of pipe. Protide 3 axHor cilps to fasten Trash Guard to Flores End Seatbn. Hat dip palvomIze after fabrication. FLARED END SECTION STANDARD DRAWING 419A SURROUND RINGS WITH 1/2 MOREM BETWEEN GEOTEMILE FABRIC. TWE 4, RINGS, GSDINC, WITH MINIMUM 6' CONCRETE AND TOP SLOB. DOLLAR OVER FABRIC. FINISH SMOOTH ON CONCRETE MAY BE POURED THE INSIDE. WTH CURB AND GUTTER. RINGS (2 MIN.. 1.0' MAN. OF RINGS AND MORTAR) 24PRECAST TWE II COVER SLAB (2'x3') • 9 In 1 2 L STRIPS BOUMASRC SEPI. DN SLAP JOINTS I o wTEauLeaora FEOUPED FORH6rEvsEwdECTIOI K j CEMENT MORTAR PRECAST BASE ALL STORM OOG MH SLAB HOUSED WRAPPED YA'R. DIA THICKNESS WITH GEOTEXTILE 4 MIN. 48 6' FABRIC. TWE 4. V,t AB E - 8" DYERLAP FABRIC LOB 10 12' ONTO ITSELF I 12 NOTES: NO WCN SHAL BE USD FOP AVIRIMG GSONO: UNANO MDFDM Ol W Us DLVELMLfATS a5D MON FRWE M'D OW.TE fA5N16 TPE R -15111-1R Sm ll SE USED. CAST dem FRAME ANO CMR G Ads ME R -]IM) -V (ON A GUIDE) CAR R -]l16) -YD (LVA FCAM$) SIWL BE U61D a REWMTRLNINN AREAS OR M CW EO OJF IN FL5N5. YNIKKE STEPS SHA, BE CAST FGR..... DR 6106 PNNFOCD PASFr PER ASFM u78. IOGDm SIWL BE EASILY A:CFSSFLE. PRECAST REINFORCED COXGSIE BAY SAB A C NAB PER ASTM G)B- PREGSD ADNEOPCD UNCRAE LUNNGE Dcrva PER ASUM Is. EVPasnto WOH D -PING GAso s A UUMNCAI RLL OPENING BEIMEFN PIPE AND WN,KKE RNID AIN COMEAU MOI .ii SURFACE SSNL BE FF6ND SAQI WRAF OLMNOE OF DOGNOUSE WUN aoronRE FABRC. TmE 4. ava.w FABRIC 12' GRD ODUF. NL MOSTM SMLL CONFORM TO STY C220 AND MOST THE MWAIDI OF .A. 260638. +, REFES M PLUG FOR SUMP DEPd, IF Al r CATCH BASIN/MANHOLE WITH SUMP, TYPE 421 1/10/20 STANDARD DRAWING CITY 0 F NO DOVE 421E RINGS. RINGS ((2 MIN., 1.0' MAX. FINISH OF RINC5 a MORTAR) — PRECAST COVER LOPE II SUB 2 STRIPS BITUMASTIC SEAL ON SUB JOINTS j ALL STORM DOG HOUSES WRAPPEI 1 2' R.. WITH GEO11YTiE FABRIC. TYPE 4. BASE OVERLAP FABRIC NH SV8 12' ONTO ITSELF Du THICpVESs 51'-102' B' •.• toe• 10' enEmAeoon REGUGo 120• 1z' FOR HGC PPBoaM+EDrwx NOD. NO RCUO SINAL BE USED FOR AILASDN CASTAG: DEEMT MOLNAR OAY. CAST FON MAIAMIE FRAME A COMES M PER SPECmGFNNS (16,12 81. STEPS SHAUL w GSD IRON. ADLpAIM On STf6 RENFGICD PLMTID, UOCA. M 6INWA PREGSD REINFORCED WNcMrTE WNNq£ SECDNNS M Mix NM! FILL OPENING UNISON Fes MD YAIIKKF WIll Mix UADD AOMAF. OEOFRDLE EIACwE NS,INTYPE & a . OARLA 6MFMDOu. 12'RRAONTO UUI r.G OOG1oIIY Rra Au MORDM SNAL UNIFORM To .ASTM C370 AND MEET DIE REadREAlDns O MDNT 230638. SHALLOW STORM SEWER MANHOLE Pip opening ello%S up ro 12" INannder pip 211" TopenI 2'8 I. Up.12 'v.0ry Avo K NO, 409D z . OU to z W (n LLI IL a E7 � Q m a(3 S — J L -1 V_ iFD W Q z imEI '� E 18�• E-_ A• z Z u = J j yy E c 21' MuINPie O U Ececoin8 Z Z s Ing, � = C Q Q Q — � h U U Q w Transition udno i O Sweep union <� T#• W �0 61" MU V H SHEET NO. IntraFlow - Inside Drop System IBLTBFI-1 SlandardDe1ai/1 Rn•. IMNe: C9 0 o � a ITZ FrR. m a 2 �[.)nO ' ZUl Y lei Y y O�'; AA ger u F MOPEAIY IIIE z 8 _ ZJJ1/z'—, l• P � 3b A Ni €i9 E33. n �,,, Bxu T• 9 , I INFILTRATION AREA KEEP OFF �KN INFILTRATION AREA Mf n d �C, DOo C \ O C r Rl 0 Z m � A W Ra A 10 1/Y 10 T/1 R-zB• _ M N �. m o g ti m --- = < o i RADIUS ID GORDON e ve n 3 S d 5o I H ere n T 1.7 x 0 P R ' F zeD x NOTES: 1. Cax-BaaP are.mdrea 3. COM upper pdn®ndegn.em lower lBaBnd: yellw n0e[Iplxe] APPROVED DATE OF REV BION NUMBER ! OFF am KEEP OFFeM neaGwlle. m 1/1111 X9 -6B � V W' S �o •. /` �RRR'8 2 �u 3s—. zoos (Br DINERS) 1.Y (MM. TNnMSS) SPEC, 2560 SPNEA W NEAR CCIIRSE :+ I� AIRMCUXTABIE CgIC TAM WRB AND WT1EA TS (MN. T NESS) SPEC 2350 SPNE92b NEAR CWpSE APPROvfD SVStTAM 5' (NN. THICKNESS) SPEC x511 0.5 AGGREGATE BASE g $ NOTES PRIOR TO NDIL 1. EXCAVATION, NSIR I NIRA ITS. $HALL STIHP ALL EIOSING TOPSOIL FRW CW5IRUCTIIXI LIMITS. TOPSOIL SHALL "J BelS CGIC. CURB a MITER SE TO RADA SALVAGED. AND REPLACED W DISTURBED. NON AREAS. Q BE USED AT ALL -PAVED AND CATOI BASINS �n ,nq 3 BWLEVARD SHALL BE RO I GRADED TO ALLOW FOR INSTALLATION OF THE PRIVATE UTILITIES THE BWLEVARD GRADING SHALL ALLOW FOR a` * TIE ADDITION OF MR INCHES OF TOPSOL AND SEEDING. AFTER THE Y $a iC5 g INSTALLATION OF THE PMVATE UTILITIES THE CONTRACTOR SHAUL REM DE THE BWIEVARDS MEN SEED MTH MN DOT MI%TORE No. ]BWT. FERTILIZER AND WLM ' s s TYPICAL RURAL RESIDENTIAL STREET SECTION 2/12/15 sru�DARo Dan..-. i zCITY OF 40 D 0VE 50131 "m X $ HF E Si O -e = i0_. x \T J _ 0co S. I C $ # z ` O y 55 (A N F g crl F (. ]n _ A mTHE MEADOWS AT NIGHTINGALE pNE NeryB. MM pb ,epdtl krq .w DATE: OMI., � Dare DESCRIPTION! TAMARACK LAND LLC ' BOGART, PEDERSON "0w, =blyM;"�LLa,I d— �sION6: M .GN 1 RE,SKKPEpG REV PN ...ViT z mrslr/➢H REVISED PER arr REVSw o &ASSOCIATES INC. ASSOCIATES, Aa°m"M Ergwn.r ulwrn»I..asd5» E MBV: Mu. cwT 07MRX21 5 oFnMa+ REVISED VEp G,wDREVIBw City of Andover, Anoka County, MN SMbd Mvinw' CHECKEDBV: Cp . PEwEpPER mwREVEwR ,ptiDSURVEYINo GVILENGINEEWNC ////]JJ�///JJJ DING FILE; UET.vN 0 M/IN102+ MMIMffDBETRRCRY O ENVIRGMNEEMIN ERNCES ITO)B FIRST STREET. BECNEA AN SV011'= TEL:TCI42 Bzz FAK:T53ffi.1844 B1Br150 Cnnalopwj.DMm FILE NO.: 2141010 DETAILS Data: W161021 Lk. No. 513628 o �Qo x no dy �m I z I m go 0 �1 i I OFT TFT O Y I V I 1.5' MIN.,ln]$p 1 Oo ° a 0- STANDAR O c $ < m t 1 W. M 2 M. Y 24 M. LCNE W O N 5LV(E5. STAKES YWL BE DRIVEN MRCAGN ME BACK N4S M M SEDYEM Gd11NOl LOG AT MI ANGLE OF S DEGREES NRH THE IDv a THE gppl! WNEgpL LOD STA•E c NTNG UrSIR d) RUM w B w. - 10 M. dlecwdrt O PIM BAL16111 NA1 COMPACT 5dL FROM TRENCX Ol UPGRAo'CNI BIDE or .E M CCHIROL LM %ACE SENW. CONTROL LCC IN SW TRENCH (, To z TYPES: STRAW, WOOD FIBER, OR COIR 1 W, X ] W. X 24 M. LOHC WOODEN WAXES. AS LEFCEd SW(ES SW1L BE dBAI (Mll M SERO" COMRM LW AT AN NNYE OP 45 DEGREES; MM THE TOP OF TE SI PoWOHO U31RFtM SFOMCIf CpIIRCI LOG ROB TQ SPACE BEMN STAXES 91.41 K A MMMW CF 1 FOOT FOR —� N dT CHECKS OR Y FEET FM OTHER APPL1CAnaxS ® P CA I.OB As N(IMD TO PREKNI uoW1CNT or SCgYpT coHRO, . PLACBD CH YCPE5 . AS NEED40 DUE To OMNDA FACTORS STARES 8 m. - 10 1N EMSECMOR DEPTH 91KL Bc MdowrAi TYPES: WOOD CHIP, COMPOSr, OR ROCK v2B/20 SEDIMENT CONTROL LOGS STANDARD DRAWING 9LDOV T YO F No. E 602 ZZ s s e n� Rk £gi g° I I C-a i o t! la. If I; s m 3 .• E• g. g B, 0-4 �N p F�I ®' T tSig rFBB 0 m 0 E H] l EogiR $ 0O Z '£ z I �� ' tc7 I ee, A oil ,ygI ; •i � 00� �� [g N A Ao 41 n A 0 % IN N m O > Y 0 �L � d- 0 C) x _ = S C z aI _ \ 4 i A0 9 TTI ',7 O�3z ii € B`E p m c BEdip$ =k i 6 p r, 00000a v 4 Dyall it!a $ M P P i#k B y B z o. C _ O r� ..8 g K I oo£ IT rRAW s THE MEADOWS AT NIGHTINGALE II dNMF MM MM ;AAA, NPSr]Rra1bR. OI DATE: DMI., DATE DESCRIPTION I6ROOWV=M 'OYR 'd RFMMNIIWO DESIGN BY: MM. CM I OM16ROt1 RFIYHRON PER CITY, REVIEW TAMARACK LAND, LLC BOGART, PEDERSON of aN ,.,-FWY LICmo6O ° &ASSOCIATES,INC. Bone 4WVMIEnHIneeTwHM lna layOlue DFDAWN MaM, uN E CUMMI RLwIseD PERcm REVlen SubdMlnnewb. CHECKED BY: GO 3 DT1=1 REVISEOMERCCWO REVIEW I� City of Andover, Anoka County, MN osGRVEnNG ���S ` 4 BM,v]m, REWsso PERCCWOREVIEVIn 1— \ CMLENGIXF.EAING C � DWG FILE: CETIYS 5 OM,64C21 MWINIIFDSETFORCRY 1� ENVIRONAEMPL SERVICES SIBRBE: IW70 FIRST STREET. BECI R. MN 55]C " Orft hero Un FILE NO.: ]f-0181.W DETAILS EL. 16G.2B2m22 FAX: 15126249144 Date OMIM2MB Lic. No. 58628 MBiI'i,'En .AHD Kia u r p:I uAK "� w✓' Y.II ^�M.um OI ..,RR.m ANKC ].5' (IN M]I,CE) RG ]]W !YG]K! •(M CC1MY MOIL IlL SFEIMIf MO ImRMAMN 91NL 6WX MTW ) OAR p M MK PILN4 .' ML, AKg6g) RC ]]II 6.5 AVJSOA2 M4 10' TYPICAL TRAIL SECTION 3/13/30 STANDARD DRAWING C TTY OF ND. DOVE 713D DO NOT CUT MAIN LEADER IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE PRUNED AT THE BRANCH BARK RIDGE, AND OUTSIDE THE BRANCH COLLAR, NOT FLUSH WITH THE HARK. INSTALL CORRUGATED PLASTIC STEM PROTECTOR AROUND TRUNK (OPTIONAL). SHALL BE PLANTED WITH THE ROUT COLLAR LEVEL DR SLIGHTLY ABOVE FINISHED CRA➢E. REMOVE TAGS AND LABELS. PARTIALLY BACKFILL. WATER TO SETTLE SOIL, FINISH BACKFILLING. 4• SHREDDED BARK DR VODDLHIP MULCH. 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CM I OM16ROt1 RFIYHRON PER CITY, REVIEW TAMARACK LAND, LLC BOGART, PEDERSON of aN ,.,-FWY LICmo6O ° &ASSOCIATES,INC. Bone 4WVMIEnHIneeTwHM lna layOlue DFDAWN MaM, uN E CUMMI RLwIseD PERcm REVlen SubdMlnnewb. CHECKED BY: GO 3 DT1=1 REVISEOMERCCWO REVIEW I� City of Andover, Anoka County, MN osGRVEnNG ���S ` 4 BM,v]m, REWsso PERCCWOREVIEVIn 1— \ CMLENGIXF.EAING C � DWG FILE: CETIYS 5 OM,64C21 MWINIIFDSETFORCRY 1� ENVIRONAEMPL SERVICES SIBRBE: IW70 FIRST STREET. BECI R. MN 55]C " Orft hero Un FILE NO.: ]f-0181.W DETAILS EL. 16G.2B2m22 FAX: 15126249144 Date OMIM2MB Lic. No. 58628 MBiI'i,'En .AHD Kia u r p:I uAK "� w✓' Y.II ^�M.um OI ..,RR.m ANKC ].5' (IN M]I,CE) RG ]]W !YG]K! •(M CC1MY MOIL IlL SFEIMIf MO ImRMAMN 91NL 6WX MTW ) OAR p M MK PILN4 .' ML, AKg6g) RC ]]II 6.5 AVJSOA2 M4 10' TYPICAL TRAIL SECTION 3/13/30 STANDARD DRAWING C TTY OF ND. 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N.T.S. N.T.S. SHEET NO. C 12 HOUSE PAD GRADING HOLD DOWN DETAIL N.T.S 892.00 893.50 895.50 89650 GOOD 7. 1 892 892 0.000 1 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 Joe Janish, Community Development Director FROM: Jake Griffiths, Associate Planner SUBJECT: Consider Rezoning Request — Rezone property from R-1: Single Family Rural to R-4: Single Family Urban - PID #'s: 23-32-24-41-0001, 23-32-24-42-0003, 23- 32 -24 -43 -0005,23 -32 -24-44-0001,24-32-24-31-0001,24-32-24-32-0001,24-32- 24-33-0001, 24-32-24-34-0001, and 24-32-24-43-0001 —U.S. Home Corporation dba Lennar (Applicant) — Planning DATE: September 7, 2021 INTRODUCTION U.S. Home Corporation dba Lennar has requested to rezone the unaddressed properties located at PID# `x:23 -32 -24 -41 -0001,23 -32 -24-42-0003,23-32-24-43-0005,23-32-24-44-0001,24-32-24- 31-0001, 24-32-24-32-0001,24-32-24-33-0001,24-32-24-34-0001, and 24-32-24-43-0001 from R-1: Single Family Rural to R-4: Single Family Urban. A map showing the location of the subject properties is attached. DISCUSSION As is required by Minnesota State Statute, in order to approve the rezoning request the City must find one or more of the following two findings to be true: 1. The original zoning was done in error. 2. The character of the area or times and conditions have changed to such an extent to warrant the rezoning. The property is entirely located within the Metropolitan Urban Service Area (MUSA). Times and conditions have changed with the extension of municipal sewer and water into this area of the City and the development of single-family residential neighborhoods immediately to the west of the subject properties. The Comprehensive Plan guides the subject properties as Transitional Residential; which contains properties within the MUSA boundary currently zoned rural but guided for urban development. It has been requested by the applicant with property owner's consent to rezone the properties so the land can be developed into urban residential lots for the proposed development known as Fields of Winslow Cove. Planning & Zoning Commission Review At their August 24, 2021 meeting, the Planning & Zoning Commission held a public hearing on the proposed rezoning request. No members of the public addressed the Commission as part of the public hearing and no comments were received prior to the meeting. The Commission briefly discussed the relation of the rezoning request to the Comprehensive Plan and ultimately made a unanimous recommendation to approve the rezoning request. R ctfully submitted, Jake Griffith Associate Planner Attachments Ordinance Amendment Site Location Map Existing Zoning Map Comprehensive Plan Future Land Use Map Draft August 24, 2021 Planning & Zoning Commission Minutes CC: Josh Metzer, Land Entitlement Manager, U.S. Home Corporation dba Lennar (Via Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA AN ORDINANCE AMENDING CITY CODE TITLE 12-3-4, ZONING DISTRICT MAP OF THE CITY OF ANDOVER. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS: City Code 12-3-4, The Zoning District Map of the City of Andover is hereby amended as follows: 1. Rezone land from R-1: Single Family Rural to R-4: Single Family Urban on nine properties totaling approximately 244 acres, more specifically legally described as: Property 1 — PID# 23-32-24-42-0003 THAT PART OF THE NW1/4 OF SE1/4 OF SEC 23 TWP 32 RGE 24 LYG ELY OF ELY RIW LINE OF BN RIR, SUBJTO EASE OF REC Property 2 — PID# 23-32-24-43-0005 THAT PART OF THE SWI/4 OF SE1/4 OF SEC 23 TWP 32 RGE 24 LYG ELY OF BN RIR, EX RD SUBJ TO EASE OF REC Property 3 — PID# 23-32-24-41-0001 UNPLATTED GROW TWP NE1/4 OFSE1/4 SEC 23-31-24 Property 4 — PID# 23-32-24-44-0001 UNPLATTED GROW TWP SEI/4 OF SE1/4 SEC 23-32-24 Property 5 — PID# 24-32-24-32-0001 UNPLATTED GROW TWP NW1/4 OF SW1/4 SEC 24-32-24 Property 6 — PID# 24-32-24-33-0001 UNPLATTED GROW TWP SW1/4 OF SW1/4 SEC 24-32-24 Property 7 — PID# 24-32-24-31-0001 UNPLATTED GROW TWP NE1/4 OF SW1/4 SEC 24-32-24 Property 8 — PID# 24-32-24-34-0001 UNPLATTED GROW TWP SE1/4 OF SW1/4 SEC 24-32-24 Property 9 — PID# 24-32-24-43-0001 UNPLATTED GROW TWP SE1/4 OF SWI/4 SEC 24-32-24 AND THPT OF THE SWI/4 OF THE SE1/4 DES AS FOL -TO -WIT BEG AT THE NW COR OF SAID SW1/4 OF SE1/4 OF SAID SEC 24-32-24 & R UNNING TH S 650 FT-TH R UNNING E 130 FT-TH RUNNING N 650 FT-TH R UNNING W 130 FT TO PLACE OF BEG, CONT 1.94 ACRES IN SWI/4 OF SE114-EX SE1/4 OF SWI/4 2. The findings for the rezoning are that the property is located within the Metropolitan Urban Service Area and also has the ability to be served by City of Andover municipal services. Times and conditions have changed with the extension of municipal sewer and water into this area of the City. It is now appropriate to rezone the property to Single Family Urban Residential (R-4) at the request of the applicant and with the consent of the property owner to allow the properties to utilize the available municipal sewer and water. 3. All other sections of the Zoning Ordinance shall remain as written and adopted by the City Council of the City of Andover. Adopted by the City Council of the City of Andover on this day of September 2021. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor OVE Site Location Date Created: August 16. 2021 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Regular Andover Planning and Zoning Commission Meeting Minutes —August 24, 2021 Page 3 discussed an emergency trail. The Fire Chief did elieve an emergency trail was necessary but recommended installation of a fire grant at the T in the road. Mr. Janish stated if the road was shifted to shorten the c e -sac, they would lose lots and would not be able to make R-4 standards. Commissioner Volkenant asked anish to address the City Engineer's comments. Mr. Janish stated staff reviews each velopment and provides comments to the developer. He stated the developer and staXwork on the items before bringing forward the preliminary plat to the Commission.X. Janish stated the remaining comments are considered "house cleaning" items and if a comments are not addressed, the developer cannot begin grading. Motion: Motio y Loehlein, second by VanderL recommend approval of the preliminary for Meadows at Nightingale as pr e staff report. Motion carries /tember ted this item and all other it � this agenda Wil efore the Council on 2021. PUBLIC HEARING.CONSIDAIkA FROMR-1: SINGLE FAMILY 32-24-41-0001, 23-32-24-42-0003, 0001, 24-32-24-32-0001, 24 -32 -24 -33 - U.S. HOME CORPO DBA I The Planning Co 'on is d to provide a recommendMa on aRzon Ir Single Fainihab&an for the loc_ op Mr. C allow it as Chairperson Koh asked Griffiths stated at 1 incl for ll ft ®ST — REZOM PROPERTY R-4 SIEFAMILY URBAN—PIDs: 23- L43-000 , -32-24-44-0001, 24-32-24-31- 7� M-24-31, and 24-32-24-43-0001— AW- blic hearing, take public comments, and reWt from R-1: Single Family Rural to R-4: slow e. Associate Planner Griffiths identified sed this item addresses the zoning of the CPUD and preliminary plat. Mr. Griffiths parcels are in the MUSA boundary and is guided hensive Plan. this area was designated Transitional Residential. Mr. Motion: Chairperson KoWer assumed a motion to open the Public Hearing at 7:24 p.m. Motion carries by unanimous consent. No one came before the Commission. Motion: Chairperson Koehler assumed a motion to close the Public Hearing at 7:25 p.m. Motion carries by unanimous consent. Motion: Motion by VanderLaan, second by Hudson, to recommend amending the City Zoning Map from R -l: Single Family Rural to R-4: Single Family Urban for PIDs: 23-32- 1 2 3 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Regular Andover Planning and Zoning Commission Meeting Minutes –August 24, 2021 Page 4 24 -41 -0001,23 -32 -24-42-0003,23-32-24-43-0005,23-32-24-44-0001,24-32-24-31-0001, 24-32-24-32-0001, 24-32-24-33-0001, 24-32-24-34-0001, and 24-32-24-43-0001. Motion carries unanimously. Chairperson Koehler stated the item will go to City Council on September 7, 2021 PUBLIC HEARING: CONSIDER CONDITIONAL USE PERMIT (CUP)l D UNIT DEVELOPMENT (PUD) REQUEST - PIDs: 23-32-24-41-0001, 23-3 4-42- 0003, 23-32-24-43-0005, 23-32-24-44-0001, 24-32-24-31-0001, 24-32-24-32 001, 24- 32-24-33-0001, 24-32-24-34-0001, and 24-32-24-43-0001 – U HOME CORPORATION DBA LENNAR (APPLICANT) _A� The Planning Commission is asked to hold a pu provide a recommendation on a Conditional Development (PUD) for the Fields at Winslow location of the development consisting of� rc He stated the development will consistm-68 explained the City is required to meet an ovins Council. He stated the property ' ded Urban acre) and Urban Residential Me (4 to development will be 3.04 net units proposing 4 sizes of lots consistingvil� access points off of P d with audab stated the City isrin Bring v neighborhoods us' sting ANS and ad Mr. take p is comments, and Pe CU and Planned Unit City PI ellegers identified the 117 of whit en space and parks. single f ily s. Mr. Hellegers len ' 3 units ` cre by the Met 'al Low (2.4 net units per is per acre). He indicated this e explained the development is ingle - ily housing. He identified m cess point. Mr. Hellegers i�lopment and the surrounding ,and the proposed PUD standards. The les, setbacks, and front yard trees. Mr. the lot size they would fit on. Chairperso ebler a"keleffWs to explain why there are multiple items on the agenda for velopment d the difference between the CUP item and a preliminary plat. Mr. Heller tate lanned Unit Development provides for the developer to deviate from City a arced the preliminary plat looks at the division of land and how itis laid out. Commissioner dIthere asked how this differs from the sketch plan they saw previously. Mr. Helleger tateare not dramatic changes, but changes include a roundabout, 65 - foot villas is and parks. Co ssioner Volkenant asked about the northwest quadrant and buffering the property to Xe north. Mr. Hellegers stated there is no required buffering to the property to the north cause it is also within the MUSA and will be developed in a similar style as this proposal. v 0 Z L a 4 C I T Y O F IIS NDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers COPY: Jim Dickinson, City Administr orireetor�', Joe Janish, Community Develop ent FROM: Peter Hellegers, City Planner SUBJECT: Consider Conditional Use Permit (CUP) for a Planned Unit Development (PUD) - unaddressed properties located along Prairie Road (PID #'s: 23-32-24- 42-0003,23-32-24-41-0001,24-32-24-32-0001, 24-32-24-31-0001, 23-32-24- 43-0005,23-32-24-44-0001,24-32-24-33-0001, 24-32-24-34-0001, and 24-32- 24-43-0001) — (Applicant — U.S. Home Corporation, dba Lennar) DATE: September 7, 2021 INTRODUCTION The City Council is asked to consider a Conditional Use Permit (CUP)/ Planned Unit Development (PUD) for Fields of Winslow Cove. The 244.25 -acre residential development proposal contains 383 lots for villas and single-family homes and includes 117.71 acres of open space and parks (48% of the site). The PUD is requested by U.S. Home Corporation, LLC dba Lennar. The PUD narrative submitted by the developer is attached for your review. sb Proposed Fields of Winslow Cove Development 0—G ,n A.ry 17,2021 Figure I - Proposed Development Location DISCUSSION According to City Code 13-3 Planned Unit Development, the purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means of greater creativity and flexibility in environmental design than provided under strict application of the standards set in code. Attached for your review is City Code 13-3. City Code 13-3-9 regulates the findings that are required for a PUD to be approved and 13-3-11 identifies desirable PUD design standards that are sought in any PUD proposal. As part of the attached PUD Narrative, the applicant addresses the design qualities they believe the city seeks when granting for a PUD proposal as identified in City Code 13-3-11. City Code 13-3-9 states the following required findings for the Council to consider when approving a PUD (italicized responses are from the applicant's narrative, staff review will be provided later in the staff report): 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. Goal: Allow residential growth while maintaining the quality of natural resources and amenities. Obiective: Clearly define areas for urban and rural residential development. The Andover Comprehensive Plan guides the subject property Transitional Residential and allows a mixture of Urban Residential Low Density (2.4 to 4 units/acre) and Urban Residential Medium Density (4 to 8 units/acre). The Fields of Winslow Cove community has a proposed overall net density of 2.98 units per acre. Obiective: Prevent extension of infrastructure that is inconsistent with the Comprehensive Plan. Prairie Road bisects the subject property; The existing Palm Street stubs to the subject property's south property line and 150tt, Street right-of-way is platted to the east property line; Public water and sanitary sewer services were extended to the west edge of the property in 2019. Objective: Work cooperatively with resource protection aaencies and organizations to minimize the impact of development on natural resources and amenities An EAW process, Phase I Environmental Site Assessment, Wetland Delineation, and Rare Plant Species Survey have been completed on the site for the proposed development. The EAW processed determined no further analysis was required; the Phase I found no recognized environmental conditions on the site; wetland permitting is actively in process with Coon Creek Watershed District, Army Corps of Engineers, and the Minnesota Board of Soil and Water Resources; the rare plant species surveyfound a limited presence of Rubus onsite which will require a DNR permit for removal. Goal. Provide a variety of housing types to accommodate the life cycle needs of all residents Lennar plans to offer 2 -car and 3 -car Villa homes targeted toward the aging population 26 including retirees and empty nesters. We will also be offering 3 -car and 4 -car single family homes which generally draw young families, grown families, and those looking for more living and yard space. This community will offer housing options for buyers ranging from the mid -20's to retirement age. Goal. Enhance accessibility by providing an interconnected multi -use trail system Objectives: • Provide an accessible trail system that links residential neighborhoods, commercial developments, and park areas. • Coordinate trail construction with street improvement projects, new development, expansion, and redevelopment projects. The community will include an extensive trail system that will link the segmented neighborhoods within Fields of Winslow Cove together. These trails will be stubbed to the exterior property lines to allow for future connections to adjacent neighborhoods and the greater Andover area. The trail system will also create connections to the two proposed neighborhood parks. Goal: Provide parks and facilities that meet present park needs and plan for the future needs of the city. Goal: 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. Objectives: • Provide more passive recreation opportunities • Provide for a balance among active and passive recreation areas and activities • Consider development of passive, nature -related recreation or conservancy areas on sites found to be suitable for these purposes. • Plan for and provide connections with the park and trail systems in a manner that both preserves and allows public enioyment of natural areas. • Seek to provide buffer areas adjacent to significant natural resources and parks. • Work cooperatively with other organizations and government agencies to acquire and enhance open space areas within the city • Recoanize preservation of nature preserves and open space as a benefit in PUDs More than 118 acres of the site (over 48%) will remain preserved open space, wetlands, and wooded areas. A network of trails will be carefully installed throughout these areas. Lennor is proposing to place these preserved areas in outlots which will be owned by the HOA with easements granted to the City for public trail and stormwater maintenance purposes. It is envisioned the trails, open space, wetlands, and wooded areas will serve as a valuable passive recreation area for the public. 3 In addition to the passive recreation in the community Lennar is also proposing the creation of two small neighborhood parks, one on each side of Prairie Road, which will serve the immediate area and act as a compliment to the larger Prairie Knoll Park located south of the subject property. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The community will mainly be served by Prairie Road and will include open spaces, preserved trees and wetlands, and landscape buffering throughout. Lennar will be the sole builder of homes so the architecture will be consistent. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Fields of Winslow Cove proposes the following deviations from City Code: Min. lot size: 11,400 square feet; Proposed: 7,465 square feet (55 foot lots); 8,187 square feet (65 foot lots); 10,581 square feet (80 foot lots) Minimum lot width: 80feet, Minimum lot depth: 130 feet; Minimum Setbacks Front: 35 feet; Side Interior (living): 10 feet; Side Interior (garage): 6 feet; Side Corner 35 feet, Rear: 30 feet; Proposed: 55 feet 2 -car villa lots; 65 feet — 3 -car villa lots; 65 feet — 3 -car single family lots; 80 feet— 4 -car single family lots, Proposed: 125 feet Proposed: 25 feet Proposed: 7.5 feet Proposed: 7.5 feet Proposed: 25 feet (some corner lots will have 20 foot for wetland preservation) Proposed: 25 feet Allowing a variation in lot size below 11,400 square feet, and lot widths below 80 feet, permits diversity of products and the provision of life cycle housing. The varying housing types, as mentioned above, will offer housing options for buyers ranging from the mid -20's to retirement age. All the proposed deviations listed above provide the flexibility to create larger areas intended for preservation of open space, wetlands, and trees. 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. FI W The Fields of Winslow Cove is an autonomous residential community that has direct access City services and will be developed and marketed to function without dependence on future development outside its boundaries. The City Council will need to determine if the developer's proposal satisfactorily meets these required findings. Street Access Prairie Road Accesses: The primary access to the development would come from Prairie Road which bisects the development into westerly and easterly halves. The most northerly access to the proposed development would be a four -legged full access intersection with turn lanes at 152"d Lane NW (A on the map below). The most southerly access would be at 150th Avenue NW, which would be a three-legged full access intersection with turn lanes (C on the map below). The central access to the development, at 151St Lane NW, would be a four -legged access intersection with a roundabout (B on the map below). This provides a traffic -calming element and promotes safe pedestrian movement via the crossing location at the central point of the development. Other Access Points: Additionally, there are two secondary access points from the development. The southeasterly section of the development would have a secondary roadway connection to the east via 150`h Lane NW which would connect to the platted road right of way from the Smith's Rolling Oaks development (D on the map below). The southwesterly portion of the development would have a secondary roadway connection to the south via Palm Street NW which would connect to the platted road right of way from the Barnes Rolling Oaks 2nd Addition development (E on the map below). hgw e _' -Access Points 5 i • - �\ `w �\ �\" Roundabout`. v. r 21 I / y i hgw e _' -Access Points 5 LOTSTANDARDS Lot standards in the R4 — Single Family Urban district lot requirements and PUD proposal are side by side below: * Specified 55 f wide villa lots (3 lots) would be between 40-49f wide at the City ROW. [B13,LI3-15]; Specified 65ft wide SF lots (9 lots) would be between 40-49ft wide at the City ROW. [B10,Ll1-13; B22, L2; B26,L5-8 and L23]; and Specified 80f wide SF lots (I lot) would be between 46- 49 f wide at the City ROW. [B4,L11. These lots are show as blue stars on the following map. "Common throughout. Exam include: B14,L17 on 55f villas, 810,L8 on 65f villas; B9. L2 on 65ft SF; and B4,L2 on 80f SF lots. These lots are show as black stars on the following map. CITY CODE PUD PROPOSAL REQUIREMENTS i (R-4: Single Family -Urban) 55' Villa 65' Villa 65' SF Lots 80' SF Lots 0 Lots Lots Lot Width (min.) 80' min. 55' 65' 65' 80' (43 lots) (25 lots) (280 lots) (351ots) Lot Frontage @ ROW 50' min. 50'/40'* 50' 50'140'* 50'/46'* (min) Lot Depth (min.) 130' min 125' 125' 125' 125' Land Coverage r (individual lots) (max.) 30% 38%** 43%** 40%** 37%** Lot Size 11,400 s.f. min. 7,465 sf 8,187 sf 8,187 sf 10,581 sf (min) I . * Net Density (Lots allowed 2.4-4 units per acre on 127.98 acres —net (11 acres @ 4-8 [244.25 acres —gross]) units per acre): 383 proposed 324 — 555 lots On allowed 00 * Specified 55 f wide villa lots (3 lots) would be between 40-49f wide at the City ROW. [B13,LI3-15]; Specified 65ft wide SF lots (9 lots) would be between 40-49ft wide at the City ROW. [B10,Ll1-13; B22, L2; B26,L5-8 and L23]; and Specified 80f wide SF lots (I lot) would be between 46- 49 f wide at the City ROW. [B4,L11. These lots are show as blue stars on the following map. "Common throughout. Exam include: B14,L17 on 55f villas, 810,L8 on 65f villas; B9. L2 on 65ft SF; and B4,L2 on 80f SF lots. These lots are show as black stars on the following map. Figure 3 - Blue Stars: Lot Frontage < 50f; Black Triangles: Ezamplesfor Land Coverage: Red Circles: Reduced Corner Setbacks i 0 y0 0 0 r I . * On 00 t �.. `lvl *�♦ Figure 3 - Blue Stars: Lot Frontage < 50f; Black Triangles: Ezamplesfor Land Coverage: Red Circles: Reduced Corner Setbacks SETBACKS * 10 feet for 80 foot -wide lots, 7.5 feet for lots less than 80 feet wide. Total of 15fi total proposed where standard would amount to a total of lift. ** Specified lots would be located 20 feet from the City ROW (see table of specific lots on sheet 6/61 on Preliminary Plat plan set). See red circles on the map above. MTSC CITY CODE REQUIREMENTS PUD PROPOSAL Front Yazd 35 feet 25 feet from City ROW Side Yazd Interior - Garage 6 feet 7.5 feet/ 10 feet* Side Yard Interior - Home 10 feet 7.5 feet / 10 feet* Side Yazd Comer 35 feet 20-25 feet from City ROW** Rear Yazd Setback 30 feet 25 feet Rear Yard Setback to Street 35 feet 35 feet * 10 feet for 80 foot -wide lots, 7.5 feet for lots less than 80 feet wide. Total of 15fi total proposed where standard would amount to a total of lift. ** Specified lots would be located 20 feet from the City ROW (see table of specific lots on sheet 6/61 on Preliminary Plat plan set). See red circles on the map above. MTSC Tree Preservation / Trees Much of the property was agricultural field and did not have large areas of trees. In the proposed landscape plans for the Preliminary Plat the applicant shows areas where existing trees would remain including significant areas of trees retained within the southeasterly side of the development, and within the extensive wetland areas within the development (see Figure 4 below). Some of these areas where trees were preserved on the southerly portion of the development lay within platted lots. City code requires two trees to be placed in the front yard of the homes. However, the applicant is proposing one tree as the narrower lots are not conducive to 2 trees being placed in the front yard. The overall planted tree count for the site does exceed the 2 trees per lot standard. In addition to the trees that were preserved within the development site, the proposal consists of a total of 1,011 trees that would be planted as part of the development including: 519 overstory deciduous street trees, 23 overstory deciduous trees, 403 coniferous trees, and 66 ornamental deciduous trees. Landscape Buffer Landscape buffers are required where development would abut areas outside of the Metropolitan Urban Service Area (MUSA) which are adjacent to the southeasterly area of the development and to the south of the westerly side of the development (these areas are represented by the red dashed lines on the map below). The applicant is providing for a 10 -20 -foot landscape buffer of new tree plantings along the easterly/southeasterly side of the development, abutting the Smith's Rolling Oaks single family rural development which is outside of the MUSA (see A on the map below). Along the south/southwesterly edge of the development abutting the Barnes Rolling Oaks single family rural development, the applicant is proposing a 20 -foot landscape buffer with existing tree plantings and a planted buffer in the segment near Palm Street (see B on the map below). The abutting properties along the northerly, westerly, and south/southeasterly sides of the development are within the MUSA boundary and are not required to have buffer areas. These 7 CITY CODE REQUIREMENTS PUD PROPOSAL Front Yazd Trees 1 2 1 Tree Preservation / Trees Much of the property was agricultural field and did not have large areas of trees. In the proposed landscape plans for the Preliminary Plat the applicant shows areas where existing trees would remain including significant areas of trees retained within the southeasterly side of the development, and within the extensive wetland areas within the development (see Figure 4 below). Some of these areas where trees were preserved on the southerly portion of the development lay within platted lots. City code requires two trees to be placed in the front yard of the homes. However, the applicant is proposing one tree as the narrower lots are not conducive to 2 trees being placed in the front yard. The overall planted tree count for the site does exceed the 2 trees per lot standard. In addition to the trees that were preserved within the development site, the proposal consists of a total of 1,011 trees that would be planted as part of the development including: 519 overstory deciduous street trees, 23 overstory deciduous trees, 403 coniferous trees, and 66 ornamental deciduous trees. Landscape Buffer Landscape buffers are required where development would abut areas outside of the Metropolitan Urban Service Area (MUSA) which are adjacent to the southeasterly area of the development and to the south of the westerly side of the development (these areas are represented by the red dashed lines on the map below). The applicant is providing for a 10 -20 -foot landscape buffer of new tree plantings along the easterly/southeasterly side of the development, abutting the Smith's Rolling Oaks single family rural development which is outside of the MUSA (see A on the map below). Along the south/southwesterly edge of the development abutting the Barnes Rolling Oaks single family rural development, the applicant is proposing a 20 -foot landscape buffer with existing tree plantings and a planted buffer in the segment near Palm Street (see B on the map below). The abutting properties along the northerly, westerly, and south/southeasterly sides of the development are within the MUSA boundary and are not required to have buffer areas. These 7 areas within the MUSA boundary are either already developed or have been guided in the Comprehensive Plan to accommodate future residential development at some point in the future. The proposed development would retain a portion of the wooded and wetland area at the southeasterly area of the development (See 1 on the map below) which would serve as a buffer from the existing home that is within the MUSA. The westerly side of the development utilizes existing wetland as a buffer from the railroad tracks and residential developments west of the tracks (See 2 on the map below). The northeasterly area of the development is an extensive area wetland and there is really nothing to buffer (See 3 on the map below). The remainder of the northerly side of the development abuts areas within the MUSA boundary which could accommodate future development (See 4 on the map below). Figure ) - Proposed Landscape Plan (Overall). Areas where buffers are required (red dashed lines); proposed planted buffers (,peen lines) mud ecisting wooded and wetland bu pers (green, blue bubbles for emphasis). Housing Types and Lot Styles The development would include both villas and single-family lots. The lots will range in size from 55 feet to 80 feet wide. The PUD request would include 68 detached single-family villas, which amounts to 18% of the total units in the development. These villas are single family units on smaller lot sizes and there are options for a 1 -story or 2 -story plan and options for either a 55 -foot or 65 -foot lot. The 65 -foot -wide lots would accommodate units with 3 -car garages. The traditional single-family lots would include 65 -foot -wide lots (73% of the total units), and 80 -foot -wide lots (9% of the total units). t� �si Villas i 65' SF Lots�\ .. 65' SF Lots ' I � I Figure 5 - Housing / Lot Type In their narrative the applicant notes that they provide "varying materials and siding styles on most facades including lap siding, shakes, board and batten, and stone accents on some homes." The applicant also noted that architectural features available for the homes on some facades include columns, gables, shutters, accentuated window trim and fascia, and decorative roof brackets and cornices. Examples of the housing styles and architectural standards were provided at the time of the Sketch Plan, the following is a sampling of those architectural designs: Utilities — Sewer and Water Each of the lots will be served by City of Andover municipal water and sewer. City water and sewer would be provided to the site from the west as depicted below. The applicant will provide a stub near the southeasterly corner of the development to allow for future development of the properties to the southeast. The applicant will also provide stubs to the north on both the westerly and easterly sides of the development, to allow for future development of adjacent properties. Figure 6 - Utility connecih,n.% lo, figure connection 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. Changes from Sketch Plan The following are items that have been changed since the Sketch Plan was reviewed: • The Sketch Plan included 399 lots while the proposed development has 383 lots. This includes removing 7 villa lots that were just northeast of Outlot C. to • Sketch Plan did not include any parks. The proposed development shows two parks, one on each side of Prairie Road. • There were 1.75 miles of trails in the Sketch Plan and there are 2.13 miles of trails on the proposed preliminary plat. • Several of the villa lots are now 65 -foot -wide lots, offering options for 2 and 3 -car garages for the villas. • The Sketch Plan did not show any traffic calming on Prairie Road where the proposed Preliminary Plat includes a roundabout as a feature for traffic calming and to provide a safer pedestrian crossing location. • The proposed development will impact 2 acres of wetland while 41 acres of wetland that were previously farmed would be restored. Homeowners Association (HOA) The applicant has indicated that they plan to create both a Villa HOA and a Master HOA, which will be responsible for the following: • The Villa HOA will be responsible exterior maintenance, snow removal, and waste removal from the villa neighborhood. • The Master HOA will be responsible for the maintenance of the monument signs and buffer fencing and will own Outlots A, B, D, E and F. • The City would maintain the trails, storm water ponds and infiltration basins located on outlots. Property maintenance will be completed by HOA (i.e. blowing garbage, etc.) • The applicant also notes that the HOA would also establish an Architectural Control Committee (ACC) which would monitor exterior alterations, accessory structure, retaining walls, fencing, etc. The HOA would be the entity that is responsible for the enforcement of items that might be restricted, that is otherwise permitted by City Code. It should also be noted that as individuals purchase property within the development, the buyer receives a copy of the HOA rules and requirements, and title companies generally require acknowledgment of the document. That means the buyer will be aware of what the HOA will expect as it relates to any restrictions. This notice of HOA regulations carries forward to second and future buyers of the property as well. Planning & Zoning Commission Review At their August 24, 2021, meeting, the Planning & Zoning Commission held a public hearing on the proposed Fields of Winslow Cove development. There were no members of the public that came forward for questions or comments during the public hearing. One commissioner noted that many of the deviations for the PUD's were related to the Villa lots and perhaps the City Code should change to better accommodate that style of lot. Another commissioner asked the applicant whether they would be able to provide the same development pattern if not for the PUD and how strict application of the standards would impact the development plan. The applicant outlined changes from the Sketch Plan such as a reduction of 16 units, addition of two parks, additional mileage of trails, addition of the roundabout, and that the development would only impact 2 acres of wetland while preserving 41 acres of wetland that were previously farmed. The applicant noted that without the PUD they would not be able to offer the same development plan and the PUD process allows for the density required in the City's Comprehensive Plan while preserving and restoring wetlands. After conducting the public hearing at the Planning and Zoning Commission made a recommendation to the City Council for approval of the proposed Conditional Use Permit (CUP)/ Planned Unit Development (PUD), the recommendation was a 6-0 vote (there is currently one vacancy on the Planning Commission). ACTION REQUESTED The City Council is asked to consider the recommendation of the Planning and Zoning Commission and make a decision on the Conditional Use Permit (CUP)/Planned Unit Development (PUD) request. Respe lly submitted, Peter Hellegers City Planner Attachments Draft Resolution of Approval 13 Draft Resolution of Denial 19 Location Map 22 Public Hearing Notification Area 23 Draft Planning Commission Meeting Minutes — (August 24, 202 1) 24 City Code Chapter 3, Section 13 (PUD) . 27 2018 Comprehensive Plan Goals 31 Applicants Narrative 45 Engineer/Review Letter w/Responses dated August 11, 2021 50 Preliminary Plat Plan Sheet (Page 6/62).. 60 Landscaping Plan Sheet (Page 46/62) 61 *(Additional development plan pages are available with the Preliminary Plat) Cc: Josh Metzer, Lennar, 16506 36' Ave. N., Suite 600, Plymouth, MN 55446 C &W Family Farm LP, 1159 Andover Blvd., Andover, MN 55304 12 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION APPROVING THE CONDITION USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY C & W FAMILY FARM LTD. PARNERSHIP (OWNER) / U.S. HOME CORPORATION DBA LENNAR (APPLICANT), AS SHOWN AS FIELDS OF WINSLOW COVE PRELIMINARY PLAT, LEGALLY DESCRIBED AS: (See attached Exhibit A) WHEREAS, Lennar has requested a Conditional Use Permit for a Planned Unit Development (PUD) for Fields of Winslow Cove, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit / Planned Unit Development request, and; WHEREAS, the City Council of Andover has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9 because: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The Andover Comprehensive Plan guides the subject property Transitional Residential and allows a mixture of Urban Residential Low Density (2.4 to 4 units/acre) and Urban Residential Medium Density (4 to 8 units/acre). The Fields of Winslow Cove community has a proposed overall net density of 2.98 units per acre. 2018 Comprehensive Plan Goals that may be relevant which are found in Chapter 1: Foundation of the Comprehensive Plan (see attachment for additional goals). Goal: Allow residential growth while maintaining the quality of natural resources and amenities. Obiective: Clearly define areas for urban and rural residential development. 13 The Andover Comprehensive Plan guides the subject property Transitional Residential and allows a mixture of Urban Residential Low Density (2.4 to 4 units/acre) and Urban Residential Medium Density (4 to 8 units/acre). The Fields of Winslow Cove community has a proposed overall net density of 2.98 units per acre. Obiective: Prevent extension of infrastructure that is inconsistent with the Comprehensive Plan. Prairie Road bisects the subject property; The existing Palm Street stubs to the subject property's south property line and 150`h Street right-of-way is platted to the east property line; Public water and sanitary sewer services were extended to the west edge of the property in 2019. Objective: Work cooperatively with resource protection agencies and organizations to minimize the impact of development on natural resources and amenities An EAW process, Phase I Environmental Site Assessment, Wetland Delineation, and Rare Plant Species Survey have been completed on the site for the proposed development. The EAW processed determined no further analysis was required, the Phase I found no recognized environmental conditions on the site; wetland permitting is actively in process with Coon Creek Watershed District, Army Corps of Engineers, and the Minnesota Board of Soil and Water Resources; the rare plant species survey found a limitedpresence ofRubus onsite which will require a DNRpermitfor removal. Goal. Provide a variety of housing types to accommodate the life cycle needs of all residents Lennar plans to offer 2 -car and 3 -car Villa homes targeted toward the aging population including retirees and empty -nesters. We will also be offering 3 -car and 4 -car single family homes which generally draw young families, grown families, and those looking for more living and yard space. This community will offer housing options for buyers ranging from the mid -20's to retirement age. Goal: Enhance accessibility by providing an interconnected multi -use trail system Obiectives: • Provide an accessible trail system that links residential neighborhoods, commercial developments, and park areas. • Coordinate trail construction with street improvement projects, new development, expansion, and redevelopment proiects. The community will include an extensive trail system that will link the segmented neighborhoods within Fields of Winslow Cove together. These trails will be stubbed to the exterior property lines to allow for future connections to adjacent neighborhoods and the greater Andover area. The trail system will also create connections to the two proposed neighborhood parks. Goal. Provide parks and facilities that meet present park needs and plan for the future needs of the city. Goal: 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 Obiectives: • Provide more passive recreation opportunities 194 • Provide for a balance among active and passive recreation areas and activities • Consider development of passive, nature -related recreation or conservancy areas on sites found to be suitable for these purposes. • Plan for and provide connections with the park and trail systems in a manner that both preserves and allows public enjoyment ofnatural areas. • Seek to provide buffer areas adiacent to significant natural resources and parks. • 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 PUDs More than 118 acres of the site (over 48%) will remain preserved open space, wetlands, and wooded areas. A network of trails will be carefully installed throughout these areas. Lennar is proposing to place these preserved areas in outlots which will be owned by the HOA with easements granted to the City for public trail and stormwater maintenance purposes. It is envisioned the trails, open space, wetlands, and wooded areas will serve as a valuable passive recreation area for the public. In addition to the passive recreation in the community Lennar is also proposing the creation of two small neighborhood parks, one on each side of Prairie Road, which will serve the immediate area and act as a compliment to the larger Prairie Knoll Park located south of the subject property. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The community will mainly be served by Prairie Road and will include open spaces, preserved trees and wetlands, and landscape buffering throughout. Lennar will be the sole builder of homes so the architecture will be consistent. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Fields of Winslow Cove proposes the following deviations from City Code: Min. lot size: 11,400 square feet; Pro op sed: 7,465 square feet (55 foot lots); 8,187 square feet (65 foot lots); 10,581 square feet (80 foot lots) Minimum lot width: 80 feet; Minimum lot depth: 130 feet, Minimum Setbacks Front: 35 feet; Side Interior (living): 10 feet, Proposed: 55 feet 2 -car villa lots; 65 feet — 3 -car villa lots; 65 feet — 3 -car single family lots; 80 feet— 4 -car single family lots; Pro op sed: 125 feet Proposed: 25feet Proposed: 7.5 feet 15 Side Interior (garage): 6 feet; Proposed.' 7.5 feet Side Corner 35 feet; Proposed.- 25 feet (some corner lots will have 20 foot for wetland preservation) Rear: 30 feet; Proposed: 25 feet Allowing a variation in lot size below 11,400 square feet, and lot widths below 80 feet, permits diversity ofproducts and the provision of life cycle housing. The varying housing types, as mentioned above, will offer housing options for buyers ranging from the mid - 20's to retirement age. All the proposed deviations listed above provide the flexibility to create larger areas intended for preservation of open space, wetlands, and trees. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. The Fields of Winslow Cove is an autonomous residential community that has direct access City services and will be developed and marketed to function without dependence on future development outside its boundaries. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby approve the Conditional Use Permit/ Planned Unit Development for Fields of Winslow Cove on the above legally described property with the following conditions: 1. Applicant shall address staff comments in Engineers review letter dated August 11, 2021. 2. Upon approval action by Andover City Council of Preliminary Plat Fields of Winslow Cove, it shall be incorporated into the PUD. 3. The following deviations shall be permitted from the R-4 zoning district with the PUD: a. LOT STANDARDS: • Sjiecij,d55 f wide vlll0lou (3 lou) wouldbe benveea 40-39 fi wlde m rhe Ciry ROW. /BIUM-151: Spee f,ed 65 frwide SFlOu (910.) wouldbe between 40-49frWde at thr Ciry ROW jB20,L11-13;B2ZLS;B26,L4.d L231; mWSplcjfid80,0.1d Wbl(I/.,) wouldbe bemrtn46 9fi wide at the Ciry ROW. tB4,L11. ••Common tWoug/rout. Eromolee 0mlude: B14,L17mt 55fr vdAw,, BIO,LS w 0fi vilku. B9, U m 65fr SR mvl B4,L2 015 80fl SFiots. CITY CODE PUD PROPOSAL RE UIREMENIS (R4: Single 55'F7110 65' t rOa Family -Urban) Lots Lots 65' SF Lots 80' SF Lots Lot Width (rain.) 80' Mia 55' 65' 65' 80' (431015) (251ory (2801015) 05 lots) Lot Fnnlage C ROW Onin) 50' Mia 50'/40'• 50' 50'/40'• 50'/46'• Lot Depth (nihij 130' min 1 125' 1 125' 125' 125' Land Covenge (indnidual lots) (mm.) 30% 38%'• 43%" 40°/0'• 37^/0" Lot Sin 11,400 s.f. min. 7.465 sf 8,187 sf 8,187 sf 10,581 sf Onin.) Net Density (Lon allowed 2.44 units per acre on 117.98 acres -net (ll ecru (014-8 (144.15acres-gross)) uninperacre): 383 proposed 324 - 555 lots allowed • Sjiecij,d55 f wide vlll0lou (3 lou) wouldbe benveea 40-39 fi wlde m rhe Ciry ROW. /BIUM-151: Spee f,ed 65 frwide SFlOu (910.) wouldbe between 40-49frWde at thr Ciry ROW jB20,L11-13;B2ZLS;B26,L4.d L231; mWSplcjfid80,0.1d Wbl(I/.,) wouldbe bemrtn46 9fi wide at the Ciry ROW. tB4,L11. ••Common tWoug/rout. Eromolee 0mlude: B14,L17mt 55fr vdAw,, BIO,LS w 0fi vilku. B9, U m 65fr SR mvl B4,L2 015 80fl SFiots. b. SETBACKS: *I Ofee, for 80 -foot -wide lots 7.5fee tfor lots lest than 80fm wide. Twat of6fr total proposed where sta>Mmd woaldhare total of I6fi. --Sperhed hats would be /orated S0 fea from the Ciry ROW(se table f,,wthr Iws rot sheet 661 wt Prehm t.,Plat plot set). c. MISC: CITY CODE REQUIREMENTS PUD PROPOSAL Front Yard Trees 1 2 1 4. The applicant shall construct the proposed villa homes and single-family homes as presented to the City during their August 24, 2021, and September 7, 2021, public meetings; which are on file at the City of Andover. 5. The applicant shall establish a Homeowners Association to handle exterior maintenance, snow removal, and waste removal from properties that are not privately served and maintenance of monument signs, buffer fencing, and property maintenance of the Outlots A, B, C, D, and E (i.e. blowing garbage, etc.). The City would maintain the trails, storm water ponds and infiltration basins on outlots. Adopted by the City Council of the City of Andover on this 71 day of September 2021. ATTEST: CITY OF ANDOVER: Michelle Harmer, Deputy City Clerk Sheri Bukkila, Mayor 17 CrrY CODE REQUIREMENTS PUD PROPOSAL Front Yard 35 feet 25 feet from City ROW Side Yud Interior - Gane 6 feet 7.5 feet / 10 feet' Side Yard Interior - Home 10 feet 7.5 feet / 10 feet' Side Yard Comu 35 feet 20-25 feet from City ROW Reu Yard Setback 30 feet 25 feet Reu Yard Setback to Street 35 feet 35 feet *I Ofee, for 80 -foot -wide lots 7.5fee tfor lots lest than 80fm wide. Twat of6fr total proposed where sta>Mmd woaldhare total of I6fi. --Sperhed hats would be /orated S0 fea from the Ciry ROW(se table f,,wthr Iws rot sheet 661 wt Prehm t.,Plat plot set). c. MISC: CITY CODE REQUIREMENTS PUD PROPOSAL Front Yard Trees 1 2 1 4. The applicant shall construct the proposed villa homes and single-family homes as presented to the City during their August 24, 2021, and September 7, 2021, public meetings; which are on file at the City of Andover. 5. The applicant shall establish a Homeowners Association to handle exterior maintenance, snow removal, and waste removal from properties that are not privately served and maintenance of monument signs, buffer fencing, and property maintenance of the Outlots A, B, C, D, and E (i.e. blowing garbage, etc.). The City would maintain the trails, storm water ponds and infiltration basins on outlots. Adopted by the City Council of the City of Andover on this 71 day of September 2021. ATTEST: CITY OF ANDOVER: Michelle Harmer, Deputy City Clerk Sheri Bukkila, Mayor 17 EXHIBIT A Legal Description of Property Real property in Anoka County, Minnesota, described as follows: Parcel 1 (Torrens) Certificate Number 116361: The Southwest Quarter, Section 24, Township 32, Range 24, Anoka County, Minnesota. AND That part of the Southwest Quarter of the Southeast Quarter, Section 24, Township 32, Range 24, lying northerly and westerly of the plat of Smith's Rolling Oaks. AND Parcel 2 (Abstract The Northeast Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota. AND That part of the Northwest Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying easterly of the easterly right-of-way line of Burlington Northern, Inc. railroad right-of-way. AND The Southeast Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota. AND Parcel 3 (Abstract That part of the Southwest Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying easterly of the easterly right-of-way line of Burlington Northern, Inc. railroad right-of-way. CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION DENYING THE CONDITION USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY C & W FAMILY FARM LTD. PARNERSHIP (OWNER) / U.S. HOME CORPORATION DBA LENNAR (APPLICANT), AS SHOWN AS FIELDS OF WINSLOW COVE PRELIMINARY PLAT, LEGALLY DESCRIBED AS: (See attached Exhibit A) WHEREAS, Lennar has requested a Conditional Use Permit for a Planned Unit Development (PUD) for Fields of Winslow Cove, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request meets 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 meets the criteria of City Code and 13-3-9; as the proposed PUD is consistent 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 demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD; the PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit, and: WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit/Planned Unit Development request, and; WHEREAS, the City Council of Andover has reviewed the request and disagrees with the recommendation of the Planning Commission, and has determined that said request does not meet the criteria of City Code and 13-3-9 because: 1. 2. 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 Fields of Winslow Cove due to the following findings: 1. 11 2. 3. Adopted by the City Council of the City of Andover on this 7th day of September 2021. ATTEST: CITY OF ANDOVER: Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor L EXHIBIT A Legal Description of Property Real property in Anoka County, Minnesota, described as follows: Parcel 1 (Torrens) Certificate Number 116361: The Southwest Quarter, Section 24, Township 32, Range 24, Anoka County, Minnesota. AND That part of the Southwest Quarter of the Southeast Quarter, Section 24, Township 32, Range 24, lying northerly and westerly of the plat of Smith's Rolling Oaks. AND Parcel 2 (Abstract The Northeast Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota. AND That part of the Northwest Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying easterly of the easterly right-of-way line of Burlington Northern, Inc. railroad right-of-way. AND The Southeast Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota. AND Parcel 3 (Abstract): That part of the Southwest Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying easterly of the easterly right-of-way line of Burlington Northern, Inc. railroad right-of-way. ANLM�'VF Proposed Fields of Winslow Cove Development T""!5 S" sl; -f�, re F . . . . . ... . . -Appromore locow of proposed residential development Date Created August 17, 2021 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. LNI Parcels in the Notice Area ., Yy ` a� .. •rye Ic�� �1. 'Notice Arm: 350Jt in MUSA, 700/l outside MUSA (MUSA border in blue dashed line, municipal boundary is black dash/dol) 23. Regular Andover Planning and Zoning Commission Meeting Minutes —August 24, 2021 Page 4 1 24 -41 -0001,23 -32-24-42-0003 -24-43-0005,23-32-24-44-0001,24-32-24-31-0001, 2 24-32-24-32-0001, 24-3;00107-3-0001, 24-32-24-34-0001, and 24-32-24-43-0001. Motion 3 carries unanimo 4 5 erson Koehler stated the item will go to City Council on September 7, 2021. �6 WA� vL 7 PUBLIC HEARING: CONSIDER CONDITIONAL USE PERMIT (CUP)/PLANNED 8 UNIT DEVELOPMENT (PUD) REQUEST - PIDs: 23-32-24-41-0001, 23-32-24-42- 9 0003, 23-32-24-43-0005, 23-32-24-44-0001, 24-32-24-31-0001, 24-32-24-32-0001, 24 - lo 32-24-33-0001, 24-32-24-34-0001, and 24-32-24-4_3-0001 — U.S. HOME 11 CORPORATION DBA LENNAR (APPLICANT) 12 jr 13 The Planning Commission is asked to hold a pub ' , take public comments, and 14 provide a recommendation on a Conditional . Pe CUP) and Planned Unit - 15 Development (PUD) for the Fields at Winsl e. City PI Hellegers identified the 16 location of the development consisting of res, 117 of which en space and parks. 17 He stated the development will consist 83 single family s. Mr. Hellegers 18 explained the City is required to meet an ov den ' f 3 units ere by the Met 19 Council. He stated the property ' _ 'ded Urb tial Low (2.4 — net units per 20 acre) and Urban Residential Me (4 to 8 its per acre). He indicated this 21 development will be 3.04 net units r. Hell explained the development is 22 proposing 4 sizes of lots consisting vil single ily housing. He identified 23 access points off of P d with a dab e m cess point. Mr. Hellegers 24 stated the City is in ering is opment and the surrounding 25 neighborhoods usin 'sting tr7M and ad l landa ng. 26 27 Mr. Helle _ aine crite and the proposed PUD standards. The 28 develo v ns on s s, setbacks, and front yard trees. Mr. 29 Helle displayed 1 o ing style d the lot size they would fit on. 30 31 Chairperso ehler aske . He s to explain why there are multiple items on the 32 agenda for 0, velopment d the difference between the CUP item and a preliminary 33 plat. Mr. Helle tated t Tanned Unit Development provides for the developer to 34 deviate from City He ained the preliminary plat looks at the division of land and 35 how it is laid out. 36 37 Commissioner Hudson asked how this differs from the sketch plan they saw previously. 38 Mr. Hellegers stated there are not dramatic changes, but changes include a roundabout, 65- 39 foot villas lots and two parks. 40 41 Commissioner Volkenant asked about the northwest quadrant and buffering the property 42 to the north. Mr. Hellegers stated there is no required buffering to the property to the north 43 because it is also within the MUSA and will be developed in a similar style as this proposal. 44 z,q 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Regular Andover Planning and Zoning Commission Meeting Minutes —August 24, 2021 Page 5 Commissioner Loehlein explained the density of this development meets the City's goal in the comp plan and is not excessive. He stated the property has a lot of natural features including trees and wetland. Commissioner Loehlein asked Mr. Hellegers to address density and how this option is better than applying City Code with no changes and bulldozing all the natural features. Mr. Hellegers stated the Comp Plan has a goal of a density of 3 units per acre and this development is 3.04. He explained a PUD allows the developer to narrow lots to achieve the desired density without factoring natural areas. The PUD provides for a more attractive development by allowing natural features to remain. Chairperson Koehler stated this is the in Commission. He asked if villas are allo there are no provisions in City Code fo accommodate villas. Chairperson Koehl home style and the only way to get it is Hellegers stated correct. Commissioner Hudson asked if tl standards the City has already development are similar to others Chairperson Koehlifsu%esl e if there have beencommon inthe coy. iuct that has come before Code. Mr. Hellegers stated a process is the method to Wt anticipate this type of ode is updated. Mr. >pment nTWor other villas stated the villas in this by the community and well and are becoming Commiss' enan grant erosion, and water control per the City Engine r. ers s Engineer's comments are minor details and ger compo of t velopm ave been satisfactorily addressed. Motion: erson Koe ass _ motion to open the Public Hearing at 7:50 p.m. Motion carrie unanimousawnsent. Chairperson Koehl ted pen forum addresses deviations from City Code and not the layout of thedeve Josh Metzer, with Lennar Homes, came forward and stated they are excited to come forward with preliminary plat and have been working on this development for over a year. He stated staff does a good job protecting City's interest. Mr. Metzer explained the difference between the sketch plan and the preliminary plat. The sketch plan had 399 units and the preliminary plat has 383 units. The sketch plan did not have any parks and the preliminary plat includes two parks, one on each side of Prairie Road. The sketch plan provided 1.75 miles of trails and the preliminary plat has 2.13 miles. The sketch plan did not show a roundabout and the preliminary plat includes a roundabout for traffic calming 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 ^ 40 1 41 2 43 44 Regular Andover Planning and Zoning Commission Meeting Minutes -August 24, 2021 Page 6 and safe pedestrian crossing. Mr. Metzer stated the development will impact 2 acres of wetland while preserving 41 acres of wetland that were previously farmed. Mr. Metzer addressed the buffer along the north side and stated they will plant a row of conifers to buffer year-round. He stated they will plant two rows of trees along the area to the east labeled Area A. Mr. Metzer explained they are preserving trees wherever they can and where they can't keep trees, they will be planting. Mr. Metzer says a PUD allows the required density and preservation and restoration of wetlands. He said the development will take about 5 years and will be conducted in phases starting on east side of Prairie Road. Chairperson Koehler stated if the developer didn't land and put a grid in with two trees per property. be costly to impact the wetlands. He stated there; preservation of trees. Chairperson Koehler nqw preserve wetland and trees. Motion: Chairperson Koehler assumed a Motion carries by unanimous consent. Chairperson Koehler explained not permit that is very popular, preserved. Motion: Motion CUP/PUD for PI: 44-0001, 24-32-1 and 24 -32 - to close the D, they could clear cut the r said correct, but it would trails, open space, and the :) is bending City Code to at 8:01 p.m. is a trad 0 allow a product City Code does Vie, wettrees, and natural features are 505—=D- recommend approval of the 42-00M, 23-32-24-43-0005, 23-32-24- 24-32-24-33-0001, 2-00 ,23-32-24-43-0005,23-32-24- 24-32-24-33-0001, 24-32-24-34-0001, SA Lennar. Commi er Loehlein-Affiks OW.ds of Winslow Cove is the appropriate use of a PUD. He stated Of no place qty Com handle villas and this is the right way to develop and maintain al featuresommi sioner Loeblein believes the density is appropriate. Chairperson Ko concurr - d stated the PUD is taking the same number of houses, placing them in a sir a&gWd preserving natural resources. Commissioner Volkenanquested the Commission review City Code to allow the villa product since the future of the PUD in Minnesota is unknown. Motion carries unanimously. Chairperson Koehler stated the item will go to City Council on September 7, 2021. PUBLIC HEART s. 23-32-24-41-0001, 23-32-24-42-0003, 23-32-24-43-0005, 23-32-24-44- CHAPTER 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) V 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) I-] 13-3-10: REVISIONS AND AMENDMENTS: Administrative approval of incidental changes in the PUD may be authorized by the City Planner upon review and approval by ARC. Such administrative approvals shall not substantially alter the character of the approved PUD and shall be limited to landscaping (not including quantity reduction), color schemes (not including materials), association documents, fencing, entrance monuments and decks. Changes in uses or development/design standards must be submitted for a full public hearing review process. (Amended Ord. 314, 10-4-2005) 13-3-11: DESIRABLE PUD DESIGN QUALITIES: The following design qualities will be sought in any PUD: A. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this chapter. B. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. C. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back-to-back lots. D. Preserves existing stands of trees and/or significant trees. E. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. F. Preserves significant usable space on individual lots or through the provision of open space within the development. G. Provides an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, decorative mailbox groupings, retaining walls, boulders, fencing, area identification signs, etc. H. The proposed structures within the development demonstrate quality architectural design and the use of high quality building materials for unique design and detailing. The lasting quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. (Ord. 298, 8-4-2004) 13-3-12: APPROVAL OF PLANNED UNIT DEVELOPMENT: The developer must demonstrate that the amenities and qualities of the Planned Unit N1 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) AW2018 Comprehensive Plan Update Chapter One: Foundation of the Comprehensive Plan 1-1 31 IYI)OVER+ 2018 Comprehensive Plan Update I - 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. Mi ...e 4 4 Mc#rnnnl4nn r.niinnil r'4mwth Fnr6Ca.,t 2016 2018 2020 2030 1 2040 Population 32,335 32,758 33,500 36,500 1 39,800 Households 10,391 10,550 10,800 12,150 13,500 Employment 5,100 6,259 6,300 6,700 7,100 U IVI7(VE 1 - 3 2018 Comprehensive Plan Update 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 2018 Comprehensive Plan Update 1 - 4 Goal 2: Maintain a high degree of community planning and involvement Objective: Ensure an open and accessible local government that is responsive to the needs of residents Policies: • Provide access to information in a variety of forms including the newsletter, official newspaper, web site and televised meetings • Maintain healthy relationships with residents, businesses, community groups, school districts, and government agencies to ensure all points of view are represented • Promote participation in citizen advisory committees • Consider all available information and the potential impacts on all aspects of the community when making land use decisions • Maintain a mix of land uses, including schools, professional and medical office, retail, community and park facilities to provide a vital node of activity in the vicinity of City Hall, as well as along major corridors • Encourage resident involvement through the public hearing process and utilize a variety of public hearing notification methods including direct mailing, publication in the official newspaper and signs placed on subject properties Goal 3: Maintain the Comprehensive Plan as a relevant official document Objective: Consider Comprehensive Plan amendments that better achieve the goals, objectives and policies of the Comprehensive Plan Policies: • Adhere to the goals, objectives and policies of this Comprehensive Plan to prevent incremental decision making that adversely affects the intent of the plan • Review Comprehensive Plan text amendments with the following criteria: o A public need for the proposed amendment can be identified o The proposed amendment is the best way to satisfy that need o The amendment is consistent with the goals, objectives and policies of the Comprehensive Plan AKW ' 2018 Comprehensive 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 �r 1tDOVE 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 CkbtTI' OF —NY ! 2018 Comprehensive Plan Update 1 - 7 Policies: • Maintain the existing commercial nodes along Hanson Boulevard, Bunker Lake Boulevard, Round Lake Boulevard, Crosstown Drive and 7th 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 m a i n to n a n ce and energy costs for public facilities and infrastructure 437 CITl !lVV1l 2018 Comprehensive Plan Update 1-8 Objective: Where feasible, use low energy design elements for future public facilities and infrastructure development Policy: • Explore alternative energy sources when replacing systems in public facilities Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents Goal: Remain responsive to housing market demands through implementation of the Land Use Plan Objective: Utilize th e 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 EJ AK6—Ny—^ 2018 Comprehensive Plan Update 1 - 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 apart 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 iVDbwP P 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 ofjoining 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 No AK60VERP P 2018 Comprehensive Plan Update 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 CITY U F NDbw 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 qz i� bw 2018 Comprehensive Plan Update 1-13 • 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 ,43 II• < < z OVER+ P 1' 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 F LENNAIT NARRATIVE: Fields of Winslow Cove U.S. Home Corp, dba Lennar, is pleased to submit this application for Rezoning and Preliminary Plat for City review of the proposed single family and villa community located along Prairie Road north of Andover Blvd and south of Crosstown Blvd. Existing Conditions The subject property consists of 244 acres located in eastern Andover bounded by BNSF railroad to the west, single family (rural) to the south, single family (rural) and farmland to the east, and single family (rural) and wetlands to the north. Prairie Road essentially bisects the site in half. The current use of the site is agricultural with much of the upland being actively farmed. A significant portion of the site also consists of wetland and floodplain. There are several clusters of trees mostly located at the edges of the property and within or surrounding the wetlands. The site is relatively flat with very gradual grade changes. Description of Request Lennar is proposing the development of a residential community consisting of 383 single family homes. The proposed plan contains varying lot widths including 80 -feet, 65 -feet, and 55 -feet. The property is currently zoned R-1 Single Family Rural. Along with our request for preliminary plat we are seeking a rezoning from R-1 to R-4 and a conditional use permit to include a planned unit development overlay on the property to allow for the proposed lot widths and areas. The zoning amendment will comply with the City's 2040 Comprehensive Plan. Proposed Lot Types: Villa Lots (55') • Count: 43 homesites; • Width: 55 ft • Depth: 125 • Setbacks: Front —25ft Side -7.5 ft Corner— 25 ft Rear — 25 ft • Homes: 1 -story & 2 -story Villas; • Garages: mostly 2 -car, some 3 -car; • Sq Ft: 1,550-2,000 • Price: $380,000 - $400,000+ Single Family Lots (65') • Count: 280 homesites; • Width: 65ft • Depth: 125 • Setbacks: Front —25ft Side — 7.5 ft Corner — 25 It Rear — 25 ft • Homes: 1 -story & 2 -story Single Family; • Garages: mostly 3 -car, some 4 -car; • Sq Ft: 1,900-3,300 • Price: $435,000-$460,000+ Villa Lots (65') • Count: 25 homesites; • Width: 65 ft • Depth: 125 • Setbacks: Front —25ft Side -7.5 ft Corner — 25 ft Rear— 25 It • Homes: 1 -story & 2 -story Villas; • Garages: mostly 2 -car, some 3 -car; • Sq Ft: 1,550-2,000 • Price: $390,000 - $415,000+ Single Family Lots (80') • Count: 35 homesites; • Width: 80 It • Depth: 125 • Setbacks: Front — 25 ft Side — 7.5 ft Corner -25 ft Rear -25 It • Homes: 1 -story & 2 -story Single Family; • Garages: mostly 4 -car, some 3 -car; • Sq Ft: 2,100-3,600 • Price: $450,000+ N PUD Findings A. The proposed development is not in conflict with the goals of the Comprehensive Plan of the city. Goal: Allow residential growth while maintaining the quality of natural resources and amenities. objective: Clearly define areas for urban and rural residential development. The Andover Comprehensive Plan guides the subject property Transitional Residential and allows a mixture of Urban Residential Low Density (2.4 to 4 units/acre) and Urban Residential Medium Density (4 to 8 units/acre). The Fields of Winslow Cove community has a proposed overall net density of 2.98 units per acre. Objective: Prevent extension of infrastructure that is inconsistent with the Comprehensive Plan. • Prairie Road bisects the subject property; • The existing Palm Street stubs to the subject property's south property line and 150th Street right-of-way is platted to the east property line; • Public water and sanitary sewer services were extended to the west edge of the property in 2019. Obiective• Work cooperatively with resource protection agencies and organizations to minimize the impact of development on natural resources and amenities An EAW process, Phase I Environmental Site Assessment, Wetland Delineation, and Rare Plant Species Survey have been completed on the site forthe proposed development. The EAW processed determined no further analysis was required; the Phase I found no recognized environmental conditions on the site; wetland permitting is actively in process with Coon Creek Watershed District, Army Corps of Engineers, and the Minnesota Board of Soil and Water Resources; the rare plant species surveyfound a limited presence of Rubus onsite which will require a DNR permitfor removal. Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents Lennar plans to offer 2 -car and 3 -car Villa homes targeted toward the aging population including retirees and empty -nesters. We will also be offering 3 -car and 4 -car single family homes which generally draw young families, grown families, and those looking for more living and yard space. This community will offer housing options for buyers ranging from the mid -20's to retirement age. Goal: Enhance accessibility by providing an interconnected multi- use trail system Obiectives: • Provide an accessible trail system that links residential neighborhoods, commercial developments, and park areas. • Coordinate trail construction with street improvement proiects new development expansion and redevelopment proiects. The community will include an extensive trail system that will link the segmented neighborhoods within Fields of Winslow Cove together. These trails will be stubbed to the exterior property lines to allow for future connections to adjacent neighborhoods and the greater Andover area. The trail system will also create connections to the two proposed neighborhood parks. Goal: Provide parks and facilities that meet present park needs and plan for the future needs of the city. Goal: 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. 4 Obiectives. • Provide more passive recreation opportunities • Provide for a balance among active and passive recreation areas and activities • Consider development of passive, nature -related recreation or conservancy areas on sites found to be suitable for these purposes. • Plan for and provide connections with the park and trail systems in a manner that both preserves and allows public enioyment of natural areas. • Seek to provide buffer areas adjacent to significant natural resources and parks. • 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 PUDs More than 118 acres of the site (over 48%) will remain preserved open space, wetlands, and wooded areas. A network of trails will be carefully installed throughout these areas. Lennar is proposing to place these preserved areas in outlots which will be owned by the HOA with easements granted to the City for public trail and stormwater maintenance purposes. It is envisioned the trails, open space, wetlands, and wooded areas will serve as a valuable passive recreation area for the public. In addition to the passive recreation in the community Lennar is also proposing the creation of two small neighborhood parks, one on each side of Prairie Road, which will serve the immediate area and act as a compliment to the larger Prairie Knoll Park located south of the subject property. B. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The community will mainly be served by Prairie Road and will include open spaces, preserved trees and wetlands, and landscape buffering throughout. Lennar will be the sole builder of homes so the architecture will be consistent. C. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD. Fields of Winslow Cove proposes the following deviations from City Code: Min. lot size: 11,400 square feet; Proposed: 7,465 square feet (55 -foot lots); 8,187 square feet (65 -foot lots); 10,581 square feet (80 -foot lots) Minimum lot width: 80 feet; Minimum lot depth: 130 feet; Minimum Setbacks Front: 35 feet; Side Interior (living): 10 feet; Side Interior (garage): 6 feet; Side Corner 35 feet; Rear: 30 feet; Proposed: 55 feet — 2 -car villa lots; 65 feet — 3 -car villa lots; 65 feet -3 -car single family lots; 80 feet —4 -car single family lots; Proposed: 125 feet Proposed: 25 feet Proposed: 7.5 feet Proposed: 7.5 feet Proposed: 25 feet (some corner lots will have 20 -foot for wetland preservation) Proposed: 25 feet 7 Allowing a variation in lot size below 11,400 square feet, and lot widths below 80 feet, permits diversity of products and the provision of life cycle housing. The varying housing types, as mentioned above, will offer housing options for buyers ranging from the mid -20's to retirement age. All the proposed deviations listed above provide the flexibility to create larger areas intended for preservation of open space, wetlands, and trees. 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) The Fields of Winslow Cove is an autonomous residential community that has direct access City services and will be developedandmarketed to function without dependence on future development outside its boundaries. 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. Lennar and City staff have worked together on the design of streets and utilities to ensure efficiencies. 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. Vehicular and pedestrian traffic have been thoroughly and carefully considered throughout the planning of this community. The plan includes a centrally located roundabout on Prairie Road which will act as a traffic -calming element and will provide for safe pedestrian crossings. Turn lanes and bypass lanes will be utilized at the northerly and southerly Prairie Road intersections. The community will include a trail system that promotes safe pedestrian movement and will connect its neighborhoods. There will also be a trail constructed along Prairie Road in the future. C. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back- to-back lots. The plan proposes significant planted buffers along Prairie Road where any homes will be located within close proximity to the roadway. There will also be preserved (where possible) or planted buffers along the south, east, and even north property lines where new homes will border properties that are more rural in nature or are located outside the MUSA boundary. D. Preserves existing stands of trees and/or significant trees. Existing significant trees are proposed to be preserved throughout Outlots A, D, and F as well as along the eastern and southern property lines to maintain an existing buffer. E. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. In addition to individual lot tree plantings required by the City all Lennar homes include a landscaping package which are comprised of mulch or rock beds planted with various shrubs and perennials. Lennar also plans to plant buffer trees along both sides of Prairie Road. F. Preserves significant usable space on individual lots or through the provision of open space within the development. Given the depth of Lennar homes and minimum 25 -foot front setbacks each lot would have at least a 40 -foot to SO -foot deep rear yard. As mentioned above, more than 118 acres of the site (over 48%) will AD w remain preserved open space, wetlands, and wooded areas with a network of trails located throughout these areas. Lennar is also proposing the creation of two small neighborhood parks, one on each side of Prairie Road. 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. The Fields of Winslow Cove will have many curvilinear streets, boulevard trees, grouped mailboxes, and street lighting all of which will add visual interest to the streetscape. Lennar has an anti -monotony code which ensures homes located next.door or across the street from each other do not have the same exterior architectural elevation and color package. Monument signs will be located at community entrances along Prairie Road. H. The proposed structures within the development demonstrate quality architectural design and the use of high-quality building materials for unique design and detailing. Lennar homes include varying materials and siding styles on most facades including lap siding, shakes, board and batten, and stone accents on some homes. Other architectural features available on selected facades include columns, gables, shutters, accentuated window trim and fascia, and decorative roof brackets and cornices. Architectural renderings of these homes are included with this submittal. Lennar's design team will closely monitor color packages and facades to avoid monotony and to ensure a visually appealing streetscape. I. The lasting quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. (Ord. 298, 8-4-2004) A villa homeowners association and a master homeowners association will be established for the Fields of Winslow Cove. The villa HOA will be responsible for exterior maintenance, snow removal, and waste removal in the villa neighborhood. The master HOA will be responsible for maintenance of monument signs and buffer fencing. The master HOA will own Outlots A, B, D, E, and F. The City will maintain the trails, storm water ponds and infiltration basin located in those outlots. The HOA will establish an Architectural Control Committee (ACC) will also be established to monitor exterior alterations, accessory structures, retaining walls, fencing, etc. Schedule Upon Preliminary Plat approval grading work will hopefully begin in Summer 2021 with construction of utilities and streets beginning in Fall 2021. Ideally, we would have model homes built and ready for the Spring 2022 Parade of Homes. The overall project will likely be graded in two to three phases and final platted in three to four additions. Lennar has a long-standing history of building successful communities throughout the Twin Cities, including similar communities at Winslow Cove (Andover), Woodridge, Lexington Cove, Wicklow Woods (Blaine), Woodlands (Ramsey), Watermark (Lino Lakes), and Sundance Woods/Sundance Greens (Dayton). We invite you to visit any of these communities and our website at https://www.lennar.com/new- homes/minnesota/minneapolis-st-paul. We look forward to the opportunity to work with the City of Andover again and thank the City for its support. Regards, Josh Metzer Land Entitlement Manager Lennar Minnesota i IN) 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV August 13, 2021 Mr. Josh Metzer U.S. Home Corporation dba Lennar 16305 36"' Avenue, Suite 600 Plymouth, MN 55446 RE: Review 43 - Fields of Winslow Cove Preliminary Plat / PUD / Rezoning — Incomplete Application Notice. (PID's: 23-32-24-43-0003, 23-32-24-43-0005, 23-32-24-41-0001, 23-32- 24-44-0001,24-32-24-32-0001,24-32-24-33-0001, 24-32-24-31-0001, 24-32-24-34-0001, 24- 32-24-43-0001). Mr. Metzer: City staff has completed a preliminary review of the July 20a' submittals for the Preliminary Plat / PUD/ Rezoning proposed as the Fields of Winslow Cove. It was determined that several items did not meet City Code. City Code 11-2-2: PRELINIINARY PLAT: B. 3. Required Data: Preliminary plat applications shall not be considered complete until the requirements listed on the Preliminary Plat Checklist have been met. The Preliminary Plat Checklist is on file with the City (Amended 9/18/07, Ord. 355). Staff also provided an email on August 13, 2021 identifying other items which are again included in this letter. You can use this letter to respond to the comments from Review #3. At this time staff will continue to work with your consulting engineer to rectify the items and will continue to work to move forward on future submittals. Engineering Department Engineering Department comments are attached and listed as Review #2B & 2C. Planning Department Planning Department comments from Review #3 have been incorporated here: A. General 136) Several outlots are shown on the plan sets. How will these be managed so that the outlots will not be turned back over to the City for maintenance? Development team responses noted the narrative was submitted on 5/25/21 but it does not appear that the City received that narrative. The narrative was also mentioned in staff comment numbers 138,142,143,144,145,147. Review # 3: A narrative was provided with most recent set of submittals. B. Preliminary Plat / Plan Set 152) A Lot Tabulation list is missing from this plan set. Development team response noted details would be provided in future submittals. Review # 3: Development team Pa@@ -&"2 provided a separate lot tabulation list. Please incorporate the lot tabulation into the plan set. 154) Side yard comer setbacks are listed as 20 feet however the City Code requirement is 35 feet or 25 feet if the lots run back-to-back. Several locations have a 20 -foot side yard corner setback abutting the 25 -foot front yard setback of another property. In many of these locations it appears that a 25 -foot side yard corner setback could be accommodated. Side yard corner setbacks should be at least 25 feet to match the proposed front setbacks of the adjacent property. Staff noted the following locations: q. Corner setback issues on B6, Ll (though this one appears to have minimal impact due to the lot orientation and location of the creek) — (p. 9162) Reduced corner setbacks can be an issue for the height offences, placement of sheds and similar issues. Adjust the side yard corner to meet the required 25 foot standard where possible. On those properties where the setbacks cannot be altered without impacting minimum lot size or similar City requirement, consider how you will prevent 6 foot -tall fences or structures on those corner lots from being closer to the street than the front yard setbacks of adjacent lots. Review # 3: The plans/narrative note that restrictions would be added to keep sheds/fences from being built closer to the side yard corner lot line than the front of the adjacent home. Keep the 25 foot side yard corner setbacks for all of the lots which have already been corrected and use this method only on the handful of lots the development team identified as not being able to modify the setback. C. Additional Plan Review Comments.- 178) omments: 178) On page 58162 behind Block 26, Lots1-2, the buffer area of Outlot H drops from a depth of 25 feet to just 10 feet and this also appears to have the least density of planting. Consider mechanisms for additional buffer depth and possibly additional landscaping for a more consistent level adjacent to the property outside of the MU,SA boundary. Review # 3: Development team responded that this was needed for usable lot sizes. Please note that it is a requirement that the Developer 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 original comment. If you should have any questions, please contact meat p.helle ers .andovermn.gov or 763-767-5147. Sincerely, Peter Hellegers City Planner PVerf2 51 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMO/ MMIF TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: August 11, 2021 REFERENCE: Fields of Winslow Cove / Grading, Drainage & Erosion Control Plan/Review #3 Note: Items not yet completed from previous reviews have been incorporated into Review #3 comments for clarity in maintaining numerical order of plan sheets / comments. The following comments are regarding Review #3: 301. (Item 5, Review 1): Additional discussion needed with City Council regarding potential trail underpass across railroad tracks. This would be a City owned and maintained bituminous trail. Noted by developer. Does developer still have interest in pursuing this item? Comment kept for tracking purposes. 302. (Item 13, Review 1): Include a lot -by -lot tabulation in the plans, including: Lot #, Block #, House Type, Top of Curb Elev at D/W, Garage Floor Elev, Driveway Grade (%), Low Floor Elev, Lookout Elev, Lowest Opening Elev, 100 -Year HWL, Emergency Overflow Elev, Seasonal HWL. If some do not apply put "N/A" in table. Not done. Tabulation submitted on separate exhibit, but needs to be incorporated intoplan set Add to Sheet Index on Sheet I as well Refer to marked up Lot Tabulation for numerous revisions/inconsistencies withplans. Update HWL data ifchanged with Review #3 hydrology comments 303. (Item 204, Review 2B): Trail easements with separate recordable documents will be required in all areas outside of ROW, specifically in areas identified as outlots. Acknowledged %ptfor trackingpurposes. 304. Per discussions with the CCWD, the developer has submitted an NHIS inventory of endangered and threatened plants and species that is under review. Approval of this document from the DNR is required prior to issuance of a CCWD permit. This item could affect the project timelines until resolved, or could alter phasing plans for the development to begin work in areas without impacts proposed. This item is being reviewed and addressed by the CCWD. 305. On all plan sheets, review placement of labels as many locations underlying text is covered and not visible. A few locations were circled in redlines. 306. Submit plans to Northern Natural Gas company for comment / review. Likely restriction at a minimum for Block 3 lots along 1490i Avenue regarding utility crossings, driveways, landscaping, etc. Any restrictions should be noted in the plans for future reference. Provide copy of correspondence and response from gas company to City. 307. Sheets 2-5 and all applicable sheets (Item 22, Review 1): Show Bad label the FEMA fleedplain be Identify a separate line for the 100 -Year Atlas 14 flood plain per the CCWD. Call out clearly in the legend. The CCWD Atlas 14 flood plain boundary shall be used for flood plain fill / mitigation calculations. A LOMA will be required through FEMA to modify the FEMA flood plain boundary. The CCWD)WSWMMmodel was revised by developer's engineer to incorporate the proposed changes with the plat Per that revised mode4 the HUZ of County Ditch 20 decreasedfrom existing conditions. The CCWD has requestedsome moderations to this modeling. Once the County Ditch 20 modelinghas been approved by the CCWD, the City is OKwith the approach proposed by developers' engineer of not showingspecifw areas offloodplain fill and mitigation in the project plans as long as the County Ditch 20 modeled HWL elevations are equal to or lower than under existing conditions. ALOMAfor modifying the FEMAfloodplain boundary will be required to be completed once proposed floodplain boundaries are determined 308. Sheets 2-5 (Item 23, Review 1): Add line types in Legend for , and Atlas 14 Floodplain Boundary (CCWD). The EXaST7NG` loodplain line per CCWD needs to be in the existing conditionsplans (proposedfloo*14in line was added, remove that one). The proposed floodplain boundary should be shown in thegrading plans Revise call out in legend on Sheets 2 and 4 to "Existing Floodplain per CCWD (Atlas 14)"and remove `Proposed"from plan view notes. 309. Sheets 2-5 and all applicable sheets (Item 24, Review 1): Verify that all existing utilities within 100' of the proposed plat are required to be shown including sanitary sewer manholes, water mains, hydrants, storm sewer, gas, telephone, electric, cable TV, etc. Make sure they are properly labeled as underground and/or overhead if applicable. Not done. Response comment stated "existing utilities within 100' typically not shown unless crucial to design, all relevant utilities are shown. "It is a City requirement to show all existing utilities within 100' of the plat line. Verb that this has been completed and update plans accordingly. Field located and surveyed utility lines are not required, drawing them from maps provided through a Gopher State One Call is acceptable (that is Utility Quality Level D). Specifically review along Prairie Road due to roadway improvements and grading for future trail and utility construction, and at roadway connections with Palm Street and Evergreen Street. 310. Sheet 4 (Item 34, Review 1): Vacate existing drainage and utility easements around sewer and water stubs under RR tracks. These will be within the D&UE for this plat. Noted by engineer. Comment keptfor irackingpurposes. 311. Sheet 4 (Comment 216, Review 2C): What are the septic tanks for just northeast of connection with Palm Street? Are they for the lot to the south? If not, add notes to remove septic tanks. City staff veiffled with homeowner the septic tank in question wasjust old castings sitting in theyard and are being removed Delete survey shots and all references to septic tanks in plans in this location. 312. Sheet 5: Extend viewport boundary on east side of plat to show Evergreen Street for roadway connection. Add in all removals required, including existing bituminous on Evergreen Street for T intersection construction. 313. Sheet 5: Review survey shots for 48" culvert under Prairie Road. Shots show culvert backflowing east, which is inconsistent with direction of ditch flow and City as-builts records. For future reference, surveying of invert elevations of culverts and flared ends should be done (top of pipe surveyed). 314. Sheet 6: Correct spelling of "Quince St" 315. Sheet 6,7 and all applicable sheets (Item 33, Review 1): Add a temporary cul de sac (80' diameter) on stub in northwest comer of plat (Sycamore Street). Call out 13.5' easements around cul de sac as "Temporary Road, Drainage and Utility Easement" Not done. Add label for easement as described above. Curb and gutter shall go around outside edge of CDS, notstraight thru as currently shown 316. Sheets 6-26 (Comment 219, Review 2C): Curb radii into and out of cul de sacs shall be 30' to meet City standards. Not done. Revise all to 30 : Th is a Oy standard and provides consistencyfor snowplow drivers 317. Sheets 6-26: Revise drainage and utility easements in following areas to encompass VMA's, HWL's, drainage swales, etc. (refer to marked up plans in prelim plat and grading plans): Lots 1, 2, 7,9, 10, 11 & 12, Block 3; Lots 1-10, Block 4; Lots 1-8, Block 7; Lots 3-4, Block 12; Lots 5-6, 10-12, 16-18 & 21-22, Block 14; Lots 7-8, Block 15; Lots 1-2, Block 17; Lots 6-9 & 18-20, Block 18; Lots 5-6, 14-15 & 18, Block 19; Lots 7-9 & 15-17, Block 24; Lots 1-2, Block 25; Lots 4, 5, 13 & 14, Block 26. 318. Sheets 7-26 (Item 42, Review 1 & 2B): Design information was to be included for trail design in compliance with MnDOT Bicycle Design Manual. Information on grades and horizontal curves were added, however, curve designs do not meet minimum per MnDOT Bicycle Design Manual (refer to Shared Use Path chapter). Per the manual, minimum horizontal radius of curve shall be 74' and trail cross slope shall be 1.5%. Revise and label all plans accordingly. 319. Sheets 7, 8, 17, 18, 21, 22, 33, 34: Remove the reverse curves from the trails along Prairie Road adjacent to County Ditch 20, show trail as going straight 1' inside ROW like remainder of trail. Revise proposed grading contours and existing 48" culvert extension accordingly. Remove 4 proposed culverts from roadside ditches into County Ditch 20 and add a CBM14 with high flow rate connected into existing 48" culvert under Prairie Road. Reverse curves in this location are undesirable as is bringing trails closer to 50 mph roadway. Revision also eliminates multiple culverts requiring construction and maintenance. 320. Sheet 10, 22: Add a radius to trail entrance location on east side of Prairie Road at Kumquat Street. 321. Sheet 11: For the Typical Lot Detail: There is an inconsistency between what is identified as "Lowest Opening" and the elevations depicted in the plans. For a walkout lot, the lowest opening is the same elevation as the low floor, yet in the plans and lot tabulation the lowest opening is labeled as being 0.5' below the low floor. If the elevation called out in the lot tab & grading plans was the lowest adjacent grade the 0.5' drop would be correct. Review all lots for correct labels / elevations and consistency between types of lots (WO / LO / R, etc.). 322. Sheets 12 — 26 (Comment 226, Review 2C): All areas where there is cross yard drainage (yard drains across adjacent lot) shall be protected within a D&UE. This is common in rear yard areas. Provide D&ITE up to edge of drainage swale and low area HWL's. Minimize D&UE as much as possible. Numerous areas where revisions required, most marked up in plan set but review all areas. Not done. Areas marked up on preliminary plat and gradingplan sheets. 323. Sheets 12 — 26 (Comment 230, Review 2C): Review proposed contours, especially at intersections. They appear jumbled, likely where the dtm interpolated intersection connections. Smooth them out. Some were identified, see Sheet 17 in particular. Response letter stated intersections notyet designed These need to be completedprior to Clay stamping approved preliminaryplat and gradingphms. 324. Sheets 12 — 26 (Item 40, Review 1): Show mailbox cluster locations, make sure they are not at street low points or where there are VMA's. Add details to plans for mailbox cluster and concrete pads for cluster boxes. Engineer submitted separate exhibitfor review and stated cluster locations will be added to plans upon City and USPS review. Details need to be added toplans for mailboxes and concretepads. See marked up exhibit and plansfor City suggested locations and show on gradingplans with number of mail slots in each cluster in note call outs. Developer shouldsubmit to USPSfor comment/review based upon City comments. 325. Sheets 12-26: Add additional EOF arrows for all low / ponding areas to define which direction the EOF for each basin is. This also assists the City in the fixture when reviewing fence / shed permits. Refer to marked up plans for suggested locations. 326. Sheet 12: Revise proposed low floor elevation for Lots 6 and 7, Block 9 as they are not at least 3' above the Seasonal High Water Level. 327. Sheet 12: Change labels for "Low Area 1" and "Low Area 2" to "Low Area 4PA" and "Low Area 4PB" so they are consistent with Hydrocad model. Check HWL's, Outlet Elevations and EOF's for these low areas as they are not consistent with Hydrocad modeling. 328. Sheet 12: Revise grading contours for 80' temporary cul de sac on Sycamore Street so they are like a standard cul de sac. Curb and gutter shall go around the outer edge of the CDS. 329. Sheet 12: Lower the EOF in rear of Lot 7, Block 11 to 898.5 so the EOF is at least 2' lower than the lowest adjacent low floor elevation. 330. Sheets 13, 17, 21, 22, 26 (Comment 228, Review 2C): Show proposed grading for future trail on west side of Prairie Road for limits of plat, and east side of Prairie Road from Kumquat Street to 151It Lane. Review and account for how this would impact drainage adjacent to trail and Prairie Road. Trail shown in plan view but grading contours not added to plans. Where roadway widening takesplacefor intersection improvements, further design needs to be completed to determine if ditches can be maintained or if curb and gutter along portions of Prairie Road would be required (Prairie Road it a State Aid route and needs to meet all state aid design guidelines). It may be an option to gradelconstruct trail outside of the current right of way within a dedicated trail easement to minimize impacts to ditches and reducepotentialneedfor curb on Prairie Road in widening locations. Add note in plans "Grading for future 10' trail" so it is clear it is a future trail. 331. Sheets 13, 17,26,48, 52,61 (Item 62, Review 1): Show the site triangle based upon the most restrictive of Cases IIIA, IUB, and HIC in the MnDOT Road Design Manual at intersections with Prairie Road. Assume a vehicle with stop conditions on the side streets. Also include these in the Landscaping Plans and verify no plantings are within the site triangle. Response letter stated site trianglefor 152"dAve and 150th contained within prairie Road right of way, so it wasn't shown. Still needs to be drawn and labeled on the plans (grading plans and landscape plans) even if within R W. Site triangles for one direction were shown for roundabout location in landscape MAI Now v plans, need to show both directions. 332. Sheets 13, 17, 18, 22,26 (Item 201, Review 213): Provide additional detail on Roundabout design specifically regarding pedestrian crossing / trail locations. AAse provide the Roundabout justification pert prepared by .. T..a ffi . L'«..inee« Provide geometric design information in plans (lane lengths, widths, radii, tapers, cross slopes, grading contours, etc.). Due to amount of information already on grading plans, it would be preferred to create separate plan sheets specifically for the intersection improvement geometric data (turnlbypass lanes and roundaboutfor all three intersections with Prairie Road). If it can be clearly depicted on grading plans, that would be acceptable. 333. Sheet 13: For Block 12, it appears the EOF for FES 427 would be lower to the west at elevation 896.07? Review and adjust labeling accordingly. Adjust rear yard D&UE in this area to encompass HWL and add EOF arrows. 334. Sheet 13: Need to expand extents of plan view to show entirety of intersection improvements to the north along Prairie Road. As previously mentioned, might make most sense to add separate plan sheets specific to tum lane improvements along Prairie Road. 335. Sheet 13: Revise proposed low floor elevation for Lots 9 and 10, Block 13 to be a minimum of 2' above the EOF as the EOF is not at the 100 -year HWL. Add EOF flow arrows in rear yards of Block 13. Grade EOF to 897.0 to east and label accordingly. 336. Sheet 13: Lower the EOF in the rear of Block 16 to the HWL of 898.6 and add flow arrows to west. Add spot elevations for EOF to east on lot lines, maintaining 1% minimum grade. 337. Sheet 13: Add additional EOF flow arrows to west in rear of Block 18. 338. Sheet 13: Revise FES 241 Low Point to 897.2 so it's consistent with FES elevation. 339. Sheet 14: Eliminate Vehicle Maintenance Access in rear of Block 17. Rear yard D&UE for Lot 1 revise to 5'. Try to slide drainage Swale for Lot 2 north (maintain 4:1 max slope) and reduce Lot 2 D&UE while still covering ditch 340. Sheet 14: Revise CB 232 low area HWL based upon hydrology comments. Add EOF flow arrows to west. Add spot elevation of 899.4 to lot line just east of FES 224 (curb line still higher so ultimate EOF is west). 341. Sheet 14 & 19: In rear of Black 19, EOF is to west at 899.5. Add EOF flow arrows to west and revise D&UE in rear of Block 19 to standard 5' for lots identified. 342. Sheet 14 & 19: For low point in Larch Street south of 152nd Avenue, label the EOF as the top of curb elevation (899.6?) and label the lot comer elevation to the west as 899.0. Proposed contours north of low point should be dashed as they represent 900 contour. 343. Sheet 14: Identify Vehicle Maintenance Access between Lots 10 and 11, Block 20. 344. Sheet 14: Point "Inlet Sediment Control (Typ.)" note to a catch basin. 345. Sheet 15: Label slope to top of Pond 21 grading contours. 346. Sheet 16 & 17: Add Vehicle Maintenance Access between Lots 13 & 14, Block 10. Minor revisions to the contours can achieve 10:1 slopes with no changes necessary to proposed structure elevations. Pipe already under this alignment. 347. Sheet 16 & 17: Slide proposed contours north in the south end of Pond 10 so the proposed outlet pipe is not exposed for a long distance. 348. Sheet 17: Revise rear of block 14 EOF to 897.5 to maintain 2' below adjacent low floor elevations as EOF is not set at low area HWL. Revise spot elevations accordingly maintaining 1 % minimum grade. Add EOF flow arrows to north. 349. Sheet 17 & 18: Grade EOF for rear of Block 19 to elevation 899.0 in southeast comer of Lot 12, maintaining 2' below lowest adjacent low floor as EOF is not at HWL. Adjust D& -UE ifnecessary to cover the EOF. This is the EOF for all of Block 19. Add EOF flow arrows. 350. Sheet 18 & 19 and all applicable sheets: Label the trail highlighted in yellow as "Homeowner's Association maintained grass nature trail." 351. Sheet 19: Bring 900 contour south on Lot 1, Block 24 to keep EOF overflow swale further south and inside the D&UE. Add EOF flow arrows. 352. Sheet 19 and all applicable sheets: The Existing Wetland 16 HWL is listed as 890.0. This appears to be directly connected along the entire length of County Ditch 20 with a HWL of 890.7. Shouldn't the Wetland 16 HWL at least be equal to County Ditch 20 HWL? Revise Wetland 16 HWL elevations in plans accordingly. 353. Sheet 19: There is proposed grading shown north of Lot 1, Block 23. Is there a reason to disturb this area? It appears . WAd* tw it could be left alone? 354. Sheet 20 (Item 80, Review 1): Remove culvert and grade out field crossing of County Ditch 20 behind Lot 5, Block 6. Showproposed contours so it's clear thisfzeld entrance is being removed and graded out Not done. 355. Sheet 20, 22 (Comment 239, Review 2C): Show proposed grading associated with culvert removals east and west of Sycamore Street along County Ditch 20. Not done. 886 contour should go through locations of both existing field entrances being removed 356. Sheet 20: Revise grading contours to 4:1 max either side of Sycamore Street at County Ditch 20. Label as 4:1. 357. Sheet 20 & 24: Label the HWL of County Ditch 20 west of Sycamore Street. Wetland 5 to the south and Wetland 4 to the north should be at least equal to the HWL of the ditch in this location. 358. Sheet 20: Revise contours and label 898.0 spot elevation for EOF on east side of Lot 4, Block 7. Delete the EOF between Lots 3 & 4. This will make Lots 3 & 4 more useable / able to have fences. Adjust D&UE for Lots 1-3, 6- 8 to standard 5' and add EOF flow arrows to east 359. Sheet 20: Call out at top of sheet should say "See Sheet 16", not sheet 17. 360. Sheet 21: Extend VMA behind Lot 7, Block 15 to encompass entire width of Lot 7. Revised D&UE for Lots I & 8, Block 15 to match the VMA. 361. Sheet 23: Add Vehicle Maintenance Access, 20' wide and maximum grades of 10:1 between Lots 13 and 14, Block 10. Grading revisions are very minor to meet 10:1 grade. 362. Sheet 23 (Comment 246, Review 2C): Need to extend plan extents east to show grading and proposed street connection to Evergreen Street. How will drainage be handled? Plan extents shown, additional design info needed Make 150 Lane/Evergreen Street a T intersection with 30'radii. Show removals and proposed pavement necessary. Carry roadway design (33' width, surmountable curb and gutter, pavement section, etc-) through from plat to Evergreen Street End curb at southwest end radius and at driveway on north side Pave I2' wide driveway apron on north side ofTfor existing driveway andshow existing driveway to north. Construction 30' radii on south quadrants of intersection. Label Evergreen Street NW. How will stormwater and treatment be handled? Ideally, add CB's at T intersection and drain west into plat and treat in proposed ponds (may require lowering ofproposed storm sewer system in 1501' Lane and west). Ifgrades do not allow, other option would be to excavate boulevards outside ofplat boundary and within right of way (6.1 maximum slopefor 4' minimum, then 4:1 max) and use as infdtradon basins with french drains at low points. Need to identify an EOF in this situation so roadway would notflood Keep all grading within limits of existing right of way unless agreements with properly owners to north and/or south are obtained No additional siormwater runoffcan be directed east compared to existing conditions. 363. Sheet 23: Add Vehicle Maintenance Access between Lots 13 & 14, Block 23. Minor revisions to contours can achieve 10:1 slopes with no changes necessary to proposed structure elevations. Pipe already under this alignment. 364. Sheet 23: In rear of Block 24, add EOF flow arrows to north. Adjust D&UE for Lots 7-9 & 15-17 to standard 51 . 365. Sheet 23: Revise rear yard D&UE for Lot 1, Block 25 to standard 5' and Lot 2, Block 25 to 15'. 366. Sheet 23 & 39: Extend proposed storm sewer on east side of Lot 7, Block 25, revise grade to 0.35% and lower FES to 894.16 (80' of pipe) plus or minus. This will provide a lower EOF for the existing parcel closer to the HWL of the existing basin and the approximately low floor elevation of the structure based upon Lidar contours. 367. Sheet 24: For Lots 11 and 12, Block 3, extend lot lines to edge of wetland likes Lots 13 & 14 to provide more useable yard area for owner. 368. Sheet 24: Move the Wetland 5 EOF outlet on south end further west per Lidar contours. 369. Sheet 24: Revise contours between Lots 7, 9 and 10 so swale is center on lot line. Revise D&UE to 5' standard for Lots 7, 9 and 10. Add EOF flow arrows along Swale. 370. Sheet 24: For Lot 11, Block 3, move 900 contour south to maintain drainage swale within D&UE. 371. Sheet 24: Correct west lot corner elevation for Lot 14, Block 3 from "??T' to an elevation. 372. Sheet 24: Add intermediate spot elevations to the 149h Avenue low point EOF between Lots 5 & 6, Block 4. Maintain maximum 4:1 slopes between the lots. 373. Sheet 24 & 25: In rear of Block 4, revised D&UE to standard 5'. Add EOF flow arrows along rear lot line to northwest. -o- 5'6 374. Sheet 25: Adjust low floor elevation of Lot 3, Block 2 to 900.5 to maintain 2' above EOF elevation as EOF is not provided at HWL. Revise 900 contour accordingly. Add intermediate spot elevation between Lots 2 & 3 and add EOF flow arrows. 375. Sheet 25: Adjust D&UE for Lot 3, Block 3 in southwest corner of lot, and also in southeast corner of lot as marked up. 376. Sheet 25: Revise D&UE in rear of lot 1, Block 3 to standard 5' except where the HWL encroaches in southwest corner. 377. Sheet 25: The rim elevation for CB 314 does not match the Hydrocad model. 378. Sheet 25: For the construction of Palm Street south of the plat boundary label as 24' wide. Show how drainage will be handled. It appears drainage from the west side will drain north onto Lot 1, Block 1. Add notes to drain/construct ditch, provide contours, spot elevations and flow arrows. On east side it appears to overflow east via overland flow. Add note "Reconstruct road with 3" bituminous over 5" class V base with 3% crown. Extend gravel base 1' beyond bit. Restore all disturbed areas with 4" minimum topsoil, erosion control blanket and seed." 379. Sheet 26: Label the Wetland 20 outlet as "EOF 890.5 to Southeast" and add an EOF flow arrow in southeast corner. 380. Sheet 26: Provide D&UE up to HWL for Low Area 25 on Lots 4 & 5, Block 26. This area was not modeled, verify correct HWL with modeling and label the EOF elevation in plans. 381. Sheet 26: Adjust contours between Lots 12 & 13, Block 26 to maintain swale on lot line. Adjust D&UE on Lots 13 & 14, Block 26 as drawn up to cover the drainage Swale. Add EOF flow arrows. 382. Sheet 27 (Item 89, Review 1): Need to talk with CCWD (LGU) about wetland impacts and credits for restoration. Items to be determined are credit percentage for restored wetlands, monitoring requirements, impacts, etc. Being coordinated with CCWD. Keptfor tracking purposes. 383. Sheets 28 — 39 (Item 94, Review 1): Add 4' minimum sumps with internal skimmers (saffle baffle or similar) into catch basin structures immediately upstream of discharge into ponds and infiltration basins for pretreatment and floatable removal. No sumps to be installed in other structures. Run SHASM or similar calculations to determine depth (4' minimum) and diameter of strictures to meet TSS removal efficiency requirements. 4'sumps added in locations required Provide SMSM calculations to ver fy ifdepth and diameter ofsurrrps meet 80% TSS requirementprior to discharge into basins. SAFL Baffle, Preserver, or similar allowed to meet 80% requirement If used, provide details in plans. 384. Sheets 28-39 (Comment 260, Review 2C): Identify diameter of storm sewer structures if greater than standard 48". Not done Needs to be completedprior to preliminary plat approval 385.. Sheet 28-39: For all storm sewer strictures with more than one invert, add IE elevation for all directions with with direction note (ie N, S, SW, etc.). 386. Sheet 28 & 43: Move OCS table to sheet 43 with other details. Detail 418 is not used and can be deleted from sheet 43 making room for the OCS table. Several discrepancies between OCS table and Hydrocad models. Check all. See a few redlines on marked up plantable. 387. Sheets 29-39: There are several sanitary sewer manholes without labels (structure #, RE, IE). Verify all labeled. 388. Sheet 29 & 32: Revise sanitary sewer diameter from 152°a Lane / Sycamore Street south to bend under railroad tracks to 12" (yellow highlighted stretch on sheet 28) to maintain depth for future stub up Sycamore Street. Adjust all manhole invert elevations and grades along this alignment accordingly, including grade of next sewer pipe to northeast. 389. Sheet 29: Add sanitary manhole with 10' stub to north on north end of Sycamore Street. 390. Sheet 29: Tum on layer for pond labels and HWL elevations. 391. Sheet 29: Revise OCS RE to 889.5, consistent with model and basin HWL. 392. Sheet 29 & 30: Label Storm sewer pipe out of FES 423 (15" minimum). Text cut off on top of sheet 30. 393. Sheet 30: Add a sanitary sewer manhole at north end of Quince Street with 10' stub. 394. Sheet 30: Text is not legible between Lots 3 & 4, Block 12. 395. Sheet 30, 31, 32, 33, 39: Revise storm sewer pipe size in rear of Blocks 7,13, 14, 18, 19 & 24 to 15" minimum, adjust model and storm sewer calculations accordingly (12" only allowable on catch basin leads). Make sure all downstream pipes in system at least hydraulically equivalent to inlet pipe (or make are size and slope equal or *W 57 greater). 396. Sheet 31 (Comment 266, Review 2C): Make STMH 216 a CBMH and put in curb line. Not done. 397. Sheet 31: Add a sanitary sewer manhole at north end of Magnolia Street with 10' stub. 398. Sheet 31: Outlet from FES 241 and CBMH 212 doesn't match Hydrocad model. 399. Sheet 32: Outlet from CB 474 doesn't match Hydrocad model. 400. Sheet 32: Pipe label missing between CBMH 462 and 463. 401. Sheet 33: Pipe grade label from FES 6 to OCS 870 should be negative (-). 402. Sheet 33: Sanitary sewer manhole that force main ties into is missing label, RE and IE's. 403. Sheet 33, 34: For trail alignment, delete 4 culverts at County Ditch 20, add CBMH's for ditch flow onto existing 48" culvert, extend culvert as necessary to accommodate revised trail and grading contours. 404. Sheet 34: Rim elevation for OCS 243 should be set at basin HWL. 405. Sheet 34: Delete the culvert being removed in the private ditch south of County Ditch 20 east of Prairie Road. 406. Sheet 34: The Infiltration Basin 17 outlet does not match the model. Extend VMA as marked up up to the outlet. 407. Sheet 35: Model and add culvert under trail along County Ditch 20 alignment near east side of plat. This should be incorporated into the CCWD XPSWMM Atlas 14 model. 408. Sheet 35 & 39: Lower sanitary sewer run along Holly Street as marked up in plans. 409. Sheet 35: Don't show sanitary sewer improvements east of plat line along Holly Street. Hold stub back 10' from property line. 410. Sheet 36: Revise water main in Quince St and Sycamore St cul de sacs to 8" diameter. 411. Sheet 36: Outlet for CB 314 doesn't match Hydrocad. 412. Sheet 38: Text cutoff top of sheet. 413. Sheet 38: Hydrant symbols missing from Kumquat Street. 414. Sheet 38: Make SUM 109 a CB and put in curb line. Delete STMH 110, adjust storm sewer lengths and inverts accordingly. 415. Sheet 38: Add 10' stub and 8" plug south of Sanitary MN 808. Add south IE to MH 808 label. 416. Sheet 38: Add "See Sheet 39" in top right comer ofplan sheet. 417. Sheet 39: Pond 18 outlet doesn't match Hydrocad model. 418. Sheet 40: Sanitary sewer in 150th Lane can be shallowed up by 4.5' 419. Sheet 40 (Comment 284, Review 2C): Correct name for "Quince St NW" on profiles. Not done, one still says "Quincy." 420. Sheet 45 (Comment 287, Review 2C): Add to note "Area beyond this may be unsuitable for supporting future structures." Not done. 421. Sheets 47-62: Freeze all proposed utility text for clarity. Keep utility lines on. 422. Sheets 55 & 59: Remove tree right on gas easement line. 423. Refer to redlined plans for other minor comments not specifically identified. Identify in response letter any other changes completed not identified in City comments or engineer's response letter. 424. Additional comments pending fiurther review. The following comments are regarding the Hydrology Report Review #3• 301. (Item 202, Review 2C): The applicant has had discussions with the CCWD and is proposing water re -use for irrigation to meet the infiltration design requirement Reuse calculations show approximately 90% of the annual irrigation demand can be achieved by stormwater re -use and the rest by potable water supply. How is the appficaotProposing to construct an irrigation system utilizing both re -use and potable water? A cross connect with the potable water supply system will not be allowed. There would need to be a design or system put mplace to easuuethat there is no contamination ofthe potable water supply system Imiga&on plan bewgprepared and will besubmirled when availably This willneedto bereviewed and approved bythe C&y and CCWDpriorto prelbninaryplatapprovalas this is a key component in the stormwaterdesign. 302. For the proposed storm sewer design tributary area map, break it into multiple maps as the text for each area is not legible. Storm sewer calculations will be reviewed in further detail infiduue review once map is legible and revisions to storm sewer in other comments have been incorporated into plans and calculations. See redlines storm V*. a sewer calculations for just afew noted comments. 303. (Item 211, Review 2C): For Pond IPP as discussed in a conference call, upsize the County Ditch 20 culvert to a 60" diameter to provide additional capacity in lieu of an emergency overflow across the roadway. Verify elevation of avert with CCWD to make sure it meets the approved County Ditch 20 profile grade. 60"shown inplmns, but48"in Hydrocadmodeb Perdeveloper's engineer, ratecontrol can'tbemetif60"modeled CCWD is rePkwing)WSWMMmodel to see how this affects County Ditch 20. 304. (Item 222, Review 2C): For lots with Darcy's Law calculations verifying low floor elevation, add an asterisk or note annotation in the Lot by Lot Tabulation next to each lots low floor elevation with a note at the bottom ofthe tabulation`LowfloorelevationverifiedwithDarcy'sLawcalculations:' Not dons Addnotetolot tabulation for lots impacted byDarcy's law (see redlined lotiabuMon). 305. (Item 223, Review 2Q: Stormwater reuse calculations to bereviewed by CCWD for alternative method in meeting infiltration requirement. Irrigation re-useplan is beingprepared, notyetsubmhted 306. Add aproposed culvert under the trail crossing in County Ditch 20 north of Block 24 on east end ofprojectto the CCWDXPSWMMmodel. Addculvermplans. 307. In stormwaterreport Table 2a, add labels to each descriptive area consistent with Hydrocad model (ie Reach 1R, Reach 2R, etc) so it can easily be referenced to the Hydrocad calculations. 308. In the stormwater report Page 4, correct name of ditch to County Ditch 20 (not 10). 309. In the stormwaterreport Table 3, it appears the existing and proposed HWL's are switched for Pond 19PP. 310. In the Proposed Drainage Map (and in the model), Low Area 25 is not shown or modeled 311. In the Proposed Drainage Map, Area 3P and 1 O doesn't match the model. 312. In the Existing Drainage Map, Area 9E doesn't match the model. 313. In the existing Hydrocadmodel, start routing for Ponds 3EP, 4EP, SEP, 6EP, 7EP, 8EP and 9EP at the culvert IE. 314. In the existing Hydrocad model, for Pond 9EP the culvert is at reverse grade. Verify that this is conwL 315. For the proposed Hydrocad modelchange Reach 1Rto apond node (County Ditch 20 west of Sycamore Street) and route Pond 5PP to this as well. Tailwater from this node should impact Wetlands 4 and 5 adjacent to it and impact HWL's. HWL's of adjacent wetlands should be at least equal to the County Ditch 20 HWL. 316. In the proposed model, start routing for Ponds 3PP, 3PP (B) & 4P at the outlet invert elevation. 317. In the proposed model, set the EOF at the basin HWL. 318. In the proposed model, the Ponds 12PP & 18PP outlets don't match the plans. 319. In the proposed model, revise Pond 19PP outlet as redlined to lower the EOF. Won't affect HWL as it's still below the HWL. 320. In the proposed model for Ponds 131P,142P, 209P, 230P, 232P, 241P, 314P, 428P, 435P, 439P & 474P, revise minimum outlet diameter to 15" and make sure pipe lengths and grades match plans. 321. Inthe proposed model, route Pond 232P through Pond 230P and adjust HWL's in plans as necessary. 322. For the Darcy's Law calculations, Block 26 is missing. Revise any HWL's in Darcy's calculations as necessary based upon Hydrology comments. Block 3, Lot 3 HWL doesn't match plans/model. 323. Additional comments pending fiutherreview. Note: It is a requirement that the Developer respond to each of these items in writing (get digital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133 or Jason Law, Assistant City Engineer at (763) 767-5130. SITE LEGEND EXISTING PROPOSED PROPERTY UNE LOTUNE SETBACK UNE -------- -------- EASEMENTUNE CURBANDGU TER vxa TIF-0UTNNBANDGMER POND NORMAL WATER LEVEL DEVELOPMENT NOTES 1. .LOT pMENSPDPA E ROUNOEDTO THE NFPAFST.. 2 P11FnP/SAPF HNINDEDTOTHE h ENWTsWPREFOOT. & METHRME.MEJECTMNMN .THECM. 0. DMWAGEWID UINIY P/SEMENI54WE BE PR DFDM PSWIPFM OWJNWeAND UIMYfASMPRS WILL BE PROVIDED OV FRA PWX MUTGEM'D UP M I FOOT.OVEWE HMH WATERUNEL OFA PoNM TYPICAL 80' SF LOT DETAIL TYPICAL 65' SF LOT DETAIL TYPICAL VILLA LOT DETAIL C.048 Hours before CI5giNF 811 or ca11811.com PROPERTY' DESCRIPTION PnrtellRw..MC MI nMmM .6i m. sN.n.mwxW...m*.w �o�.ro 3z RNN. za Amk. cw.y,n6.N.Na ax0 xxwepmgN. saunS..NLNonndBeSartn.eapaaxe[tem'm Ea iowr.Pk 32 R=rgex4 piremMebmCrvmoiYgmeIXndSmdns RwvBg Dane ANO merHiz naawgwrwx.anwaEe..s.mmura�nmxRas. za a,wn ew.�o:nwxwm mmPWBgnexumn+Pmvgmseumnxpwrtv. sNm+zi, re.xnbzz amfezaA�xLe ea.+p:nwno%gte9wlepga..vvmynglrtq.,yxurcd BWWMNvtl'vM1 IMNi'eaCM1MY Y. ANO meseuwen PN+vgrn.twu.ena'aty. x.eo+zd ramxU zz Rmeeza/ oEa Ctln9: n%n.®n Pom13 WEmen; metro+gpetovulnetwamrque.wtn.au� a+mnzi ioma.j32 Rumelamdv CewD: NLwua b✓a w+lwh b.M.um4'N9BNd'^9' Weq BUN.9M+tlMxw.L ISN. mLwf^9M'q Y. SITE DEVELOPMENT DATA • MVINGZONING 7- _ 1 • PROPOSEDZONING I PMRBUIMIx45ETMQ' LOTUNE I p 023 AC EXISTING WEIIANDS: 65.82AC APPRD%POND/FLDODAAEI (ABOVE WETANDSX 40.SOAC' MISTING GAS EASEMENT: LMAC • NETSITEAREA 127SSAC • PARKDEDICATIONIOUTLOTC&G): I • DEVELOPMENTSUMMARY 6SOFR75.K �SIOEYPADSEIBNCCUNE 43 LOTS 1,. 21 65' SINGLE FAMILY: 280 LOTS BD SINGLE FAMILY(BLOCK 3.4 & 5): 35 L075 TOTALHOMES: I • PRO)ECTOPENSPACE 117.71 AC I I' X,%%%SF OIY 1]32. TAO. xoR¢oxrusute E WETWID/OPMSP.E GD' LOTavA ADE I _ .1 ]5'/)S:1S]OTN ttl/1P.NttITN .M ERLOT 'ADECOPNERLOT I E' Is I S 15M L ____ _ EROMBNU)ING 55'/65 SflMIX DPAE& lYf1cALLOT UT... b ...NON C.048 Hours before CI5giNF 811 or ca11811.com PROPERTY' DESCRIPTION PnrtellRw..MC MI nMmM .6i m. sN.n.mwxW...m*.w �o�.ro 3z RNN. za Amk. cw.y,n6.N.Na ax0 xxwepmgN. saunS..NLNonndBeSartn.eapaaxe[tem'm Ea iowr.Pk 32 R=rgex4 piremMebmCrvmoiYgmeIXndSmdns RwvBg Dane ANO merHiz naawgwrwx.anwaEe..s.mmura�nmxRas. za a,wn ew.�o:nwxwm mmPWBgnexumn+Pmvgmseumnxpwrtv. sNm+zi, re.xnbzz amfezaA�xLe ea.+p:nwno%gte9wlepga..vvmynglrtq.,yxurcd BWWMNvtl'vM1 IMNi'eaCM1MY Y. ANO meseuwen PN+vgrn.twu.ena'aty. x.eo+zd ramxU zz Rmeeza/ oEa Ctln9: n%n.®n Pom13 WEmen; metro+gpetovulnetwamrque.wtn.au� a+mnzi ioma.j32 Rumelamdv CewD: NLwua b✓a w+lwh b.M.um4'N9BNd'^9' Weq BUN.9M+tlMxw.L ISN. mLwf^9M'q Y. SITE DEVELOPMENT DATA • MVINGZONING R -i -SINGLE FAMILY -111.1 • PROPOSEDZONING PUD • GROSS SITE AREA: 24435 AC MAJOR R.O.W. (PRAPIE W N W): 023 AC EXISTING WEIIANDS: 65.82AC APPRD%POND/FLDODAAEI (ABOVE WETANDSX 40.SOAC' MISTING GAS EASEMENT: LMAC • NETSITEAREA 127SSAC • PARKDEDICATIONIOUTLOTC&G): 205 AC (1.50% OF NET SITE) • DEVELOPMENTSUMMARY 6SOFR75.K ST VILLA LOTS(B(DIX 13. LOTS 8-2%SLOCK14X 43 LOTS 65' VILLA LOTS UUOOG 10 & 15): 2S LOTS 65' SINGLE FAMILY: 280 LOTS BD SINGLE FAMILY(BLOCK 3.4 & 5): 35 L075 TOTALHOMES: 303 LOTS • PRO)ECTOPENSPACE 117.71 AC •• SEEML07TOMBELOW D D/ OP. E. PROJECT DENSI ..B GROSS @W/244258.): . 1.57 UWAC NET (383un/127.98aB), x299 UWAC LOTSTANDARDS STANDARD 55'WLLAS 65'VILLAfi 65 -ANGLE FAMILY BG'SLNGLE FAMILY MINIMUNIOTMFA ].16351 MB15F 41.75E 10.581 Sf PfA EF A WETW10/OPENSPA(E/SEOR EPOND ]OFUS IaBWSF WNMUMVW MINIMVMlOT W1p'M SB'O EITSBR 0 oM WoMm 6SOFR75.K &I®ERESBR WNIMUMLOTDEPIN 1]S 125 Il5' 1S o.urmwLW D xlwv0naoxsNDTMTIenA pMTIP IEO,IfH�D1l�,N➢O&TYXPERME4WE C WE1WlD/OPFXB. OIY 3.1. 4" ini 'n '1`""R.. .�°"• B 9PAwN: DON p mA9m DEYmMMENts-LENNAR HOMES D D/ OP. E. OIY 1]32. TAO. xoR¢oxrusute E WETWID/OPMSP.E GD' S ADE ]5'/]S.1Si0]IL ]S/)5:1$'i0)L1 .1 ]5'/)S:1S]OTN ttl/1P.NttITN .M ERLOT 'ADECOPNERLOT xS E' xS S 15M xr zs zs s zmECORNERWTSE1 KOF2WMD OUTLOT TABLE X GROSS OMOR USE OWNERSHIP AREA DESRNN qF A WETW10/OPENSPA(E/SEOR EPOND UIY ISADM IIW4f 6A(6YtINItXBRNI WKPR®MI.A B ..E Uw 119BAC UI[IXE& CNF PMKD) PPPS fl1Y 0.21 FC o.urmwLW D xlwv0naoxsNDTMTIenA pMTIP IEO,IfH�D1l�,N➢O&TYXPERME4WE C WE1WlD/OPFXB. OIY 3.1. 4" ini 'n '1`""R.. .�°"• B 9PAwN: DON p mA9m DEYmMMENts-LENNAR HOMES D D/ OP. E. OIY 1]32. of xoR¢oxrusute E WETWID/OPMSP.E GD' 7.95. vA4R[u PM OIY 191. CHOLAS .M R DAre 07/28/21 UKGusExo. 53]74 mrzwzl wATFASXED comm6Nrs 1630536THAVENUE NORTH, SUITE 600 vFATXMzw9 PLYMOUTH. MINNESOTA 55446 ANDOVER AN x9mwCm.M1+W S.n9; L'L 0 mrz4m 2W 40D Gm 621 ' SHEET NUMBER DESRNN qF INf11411S9J2 REwswrm D2/'19%L'I PREPARED FOR: IIW4f 6A(6YtINItXBRNI WKPR®MI.A West r_J 6 UI[IXE& CNF Q Owla, arcPNOwATFA511LDCOMMFM3 o.urmwLW D xlwv0naoxsNDTMTIenA pMTIP IEO,IfH�D1l�,N➢O&TYXPERME4WE ■r�`yyy�W OVERALL PRELIMINARY 4" ini 'n '1`""R.. .�°"• B 9PAwN: DON p mA9m DEYmMMENts-LENNAR HOMES FIELDS OF WINSLOW COVE of xoR¢oxrusute r.zar Q iaR' m°'i"f4 "'°`ee4jmni PLAT CHOLAS .M R DAre 07/28/21 UKGusExo. 53]74 mrzwzl wATFASXED comm6Nrs 1630536THAVENUE NORTH, SUITE 600 vFATXMzw9 PLYMOUTH. MINNESOTA 55446 ANDOVER AN x9mwCm.M1+W S.n9; L'L mrz4m UPDARVIIurcPUN DATE 07/28/21 PROJECT NUMBER: 0028734.00 621 Call 4B HwM before diggIOX 811 or cA811.com Preliminary Plant Schedule—C mw rou�Ia e CODE QTY. COMMON/BOTANICN-NAME SDE SPACING O.C. MATURESIa NOTES-WPNTIM" ON PUN SUPERSEDE USI QUANRTES IN THEEVFNT OF A DISCREPANCY. - BEFERTO FINN IANDSCAPE PIANS FORSPEOFS LOCATIONS AND QUANTUM ' Landscape Provisions FIELDS OF WINSLOW COVE ANDOVER MN Native Seeding Legend SITE LANDSCAPING PROVIDED. 1.011 TREES Q Dy1Vt1 CT'ANO WPRPSIEDCOMMFNIS . . . STORMWATERSOUTH&WEST ` OVERSTORYDECIDUOUSSIREETTREES: 519TUENATIVE A mnorzt wAlF0.QIEDCOmMFMS NICHOLAS T. MEYER A1e 07/28/21 53774 w.N:E xD. SEED MIX MNDOT[33-261) ' OVERSTORY DECIDUOUS TREES: 23TREFS TOTA-AUA(3.6AC) ` CONIFEROUS TREES: 403TREES ` ORNAMENTAL DECIDUOUS TREES: %TREES MESICPWRIEGENEPAL SEED MIX MNDOT (35-241) TOTALARFA(142AC) NOTES: 1. STREETTREELOCATIONSANDSPACINGMESUWECTTOCHANGEBMEUON Z STREET TREES SHALL BE FLAMED I5 -FROM BACK OF NRB, INALCCVHONTHATDOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER&WATER CONNECTIONS. 3. NO PLANTING WILL BE INSTALLED UNTILAU.GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE ARF& DESIGNED: dF XDV14D2 02/19/21 PREPARED FOR LENNAR HOMES 163 PLWO AVENUE SUITE E00 PLYMOUTH, MINNESOTA 55446 IWALT(FRROYrMAlrX6NJIW6PM6 "", wVxowsrcovmsuwMwxA+PrnrlAxA MM BEmNI �EAR041F]VNDGMEUNS FIELDS OF WINSLOW COVE ANDOVER MN rr Westyu�ood REvsvwx CWCXF Q Dy1Vt1 CT'ANO WPRPSIEDCOMMFNIS I- pRje""m "M'"NX^`.IxN..:N,IMaxa4 pa,... a,a.Nxwo Tarns leealennao r.s ee;vnm 4Aav4 DPA"'4 DA" mnWI aa.E Dm xoRIroXEAE5CA1£ r'.xm A mnorzt wAlF0.QIEDCOmMFMS NICHOLAS T. MEYER A1e 07/28/21 53774 w.N:E xD. mann+ UPwTELmlm Pwx •NL DISNRBEOARCSrO BE SODDED UNLESS NOTED OTHERWISE Planting Legend �Il SIREETDEODUOUSOVEWPORYTREE BUFFER DECIDUOUS OVERSTORY TREE CONIFFROUSTREE 0 0 O.ANMTA-TRM DOpOpo . 0 IY 200' 4Xr EOD SHEET NUMBER OVERALL LANDSCAPE 46 OF PLAN 62 PROJECT NUMBER 0028734.00 DATE 07/28/21 NDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923-_--0WWW.AN DOVE RM N. GOV V_Itll i TO: Mayor and Councilmembers COPY: Jim Dickinson, City Admini Joe Janish, Community Dev, FROM: Peter Jlellegers, City Planner SUBJECT: Consider Preliminary Plat - Fields of Winslow Cove - unaddressed properties located along Prairie Road (PID #'s: 23-32-24-42-0003, 23-32-24-41-0001, 24 -32 -24-32-0001,24-32-24-31-0001,23-32-24-43-0005,23-32-24-44-0001, 24-32-24-33-0001,24-32-24-34-0001, and 24-32-24-43-0001) — (Applicant — U.S. Home Corporation, dba Lennar) DATE: September 7, 2021 INTRODUCTION The City Council is asked to consider a Preliminary Plat for Fields of Winslow Cove DISCUSSION Conformance with Local Plans and Ordinances 1. The property is located within the Metropolitan Urban Service Area (MUSA). 2. The proposal has a net density of 2.98 units/acre which meets Comprehensive Plan requirements. (The net density would be approximately 3.04 units/acre if the two parks are deducted from the developable area; this would also meet the Comprehensive Plan requirements). 3. Pending tonight's action(s) the property was proposed to be rezoned from R-1 Single Family Rural to R-4 Single Family Urban to be consistent with the 2018 Comprehensive Plan Update (aka 2040 Comprehensive Plan). The Planning Commission also considered a Planned Unit Development (PUD) for the subject property this evening. Lots Each of the 383 lots meet the minimum lot width, depth, and area requirements of the PUD. If the CUP/PUD agenda item did not receive approval by the City Council, then the lots would be inconsistent with the standard R-4 Single Family -Urban zoning district. Street Access Prairie Road Accesses: The primary access to the development would come from Prairie Road which bisects the development into westerly and easterly halves. The most northerly access to the proposed development would be a four -legged full access intersection with turn lanes at 152 n Lane NW (A on the map listed as Figure 2 on the following page). The most southerly access would be at 150th Avenue NW, which would be a three-legged full access intersection with turn lanes (C on Figure 2). The central access to the development, at 1511` Lane NW, would be a four -legged access intersection with a roundabout (B on Figure 2). The roundabout provides a traffic -calming element and promotes safe pedestrian movement via the crossing location at the central point of the development. Other Access Points: Additionally, there are two secondary access points from the development. The southeasterly section of the development would have a secondary roadway connection to the east via 150'h Lane NW which would connect to the platted road right of way from the Smith's Rolling Oaks development (D on Figure 2). The southwesterly portion of the development would have a secondary roadway connection to the south via Palm Street NW which would connect to the platted road right of way from the Barnes Rolling Oaks 2"d Addition development (E on the map below). Figure l - Snippet of Fields of Winslow Cow - Proposed Prelinrinap Men T Figure 7 -Access Points Roundaboutsr L r / . 3.11 '_I I Utilities Each of the lots would be served by City of Andover municipal water and sewer. City water and sewer would be provided to the site from the west (as depicted on Figure 3). The applicant will also provide a stub near the easterly edge and southeasterly corner of the development to allow for future development of the properties. The applicant will also provide stubs to the north on both the westerly and easterly 2 1„ f� Y I Figure l - Snippet of Fields of Winslow Cow - Proposed Prelinrinap Men T Figure 7 -Access Points Roundaboutsr L r / . 3.11 '_I I Utilities Each of the lots would be served by City of Andover municipal water and sewer. City water and sewer would be provided to the site from the west (as depicted on Figure 3). The applicant will also provide a stub near the easterly edge and southeasterly corner of the development to allow for future development of the properties. The applicant will also provide stubs to the north on both the westerly and easterly 2 sides of the development, to allow for future development of the properties to the north. Stormwater ponding would also be accommodated within the development. Figure 3- Unhn Cunneaion.v .rtuh.vlwrfcure connec n,ai Tree Preservation / Trees / Landscaping Much of the property was agricultural field and did not have large areas of trees. As part of the sketch plan the applicant showed approximate areas where stands of trees may be preserved based on information available at that time. In the proposed plans for the Preliminary Plat the applicant shows areas where existing trees would remain (including significant areas of trees retained within the southeasterly side of the development, and within the extensive wetland areas within the development). Some of these areas of tree preservation on the southerly portion of the development lay within platted lots. City code requires two trees to be placed in the front yard of the homes. However, the applicant is proposing one tree as the narrower lots are not conducive to 2 trees being placed in the front yard. The overall planted tree count for the site does exceed the 2 trees per lot standard. In addition to the trees that were preserved within the development site, the proposal consists of a total of 1,011 trees that would be planted as part of the development including: 519 overstory deciduous street trees, 23 overstoring deciduous trees, 403 coniferous trees, and 66 ornamental deciduous trees. 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, CCWD, Minnesota Pollution Control Agency, LGU and any other agency that may have an interest in the site). The City of Andover continues to have correspondence with the CCWD, and the applicant has submitted their permit. Initial contact shall be made with the City Engineering Department regarding this item. Park & Recreation Commission Review The Park and Recreation Commission will review the request on September 2", 2021. The current Master Park Plan identifies 10 acres of parkland in this area. The proposed preliminary plat shows park space on both the easterly and westerly sides of the development. The development site is also in reasonable proximity to Prairie Knoll Park. Therefore, it is possible that the Park and Recreation Commission may request some form of park in the development, it may request cash -in -lieu of land for this development, or some combination of the two. The proposed plans do not show a pedestrian tunnel under the railroad tracks. However, on the plans Outlot A still has some space where a possible alignment for a future trail with an underpass or possibly overpass might be located. If the City would like to preserve a possible trail alignment on this development, then an easement for any future trail and underpass (or overpass) would be needed to allow for that alignment. Figure a - Proposed Parks and Trailsirom Prelintinmy Plat Planning & Zoning Commission Review At their August 24, 2021, meeting, the Planning & Zoning Commission held a public hearing on the preliminary plat request. During the public hearing there were three residents who addressed the commission in regard to the proposed development and there were two emails that were received prior to the meeting. Questions and comments received from the public hearing and from email correspondence for the hearing included: • Why development would happen on the east side of Prairie Road before the west side of the road. • The width of the proposed wooded buffer at the southeasterly quadrant of the development. • Whether the developers could save existing trees instead of planting new ones. • Whether development of the start of grading at the northeast quadrant meant the construction of the homes at that time. • Wooded buffer at the north side of the development, west of Prairie Road. • Concern about the wooded buffer at the southeast side of the development. Questions and comments provided by the Planning and Zoning Commissioners included: • Landscaping/buffering at the southeasterly quadrant abutting the existing rural lots. • Roundabout at intersection B and traffic control at intersections A and C. • Buffering at the northerly edge of the development • What residents can do about planting trees on their side of the property adjacent to the plat. • Phasing of the two parks shown in the preliminary plat. 4 • Where the width came from for the proposed 20 -foot -wide buffer at the southeast quadrant. • How the phasing of the development works from west to east and how that would impact the properties to the southeast. • Would there be a situation where the site might be graded and then left undeveloped. • Why the 7 villas from the Sketch Plan were eliminated. The applicant noted that they would start on the 65 -foot -wide single family lots in the northeasterly quadrant (shown as A on Figure 5) as that area would have the least amount of immediate wetland impacts. Their intention is then to move to the villas (B on Figure 5), next to the 65 -foot -wide single- family lots north and west of the villas (C on Figure 5), then to the 80 -foot -wide single-family homes (D on Figure 5), and finally to the 65 -foot -wide single-family lots at the southeasterly quadrant of the development (E on Figure 5). He noted that this was the current plans, but the order of development may change in the future. The development of the parks would occur based on development so Park 2 should happen with the initial phase of development and Park 1 would happen when development got to that area. The applicant also noted that they needed to grade the lots at the easterly side of the development which is why they had a planted buffer but offered to look at the plans and see if they would be able to pull the grades back to see if they could preserve the existing trees in that area in place of planting new trees there. Finally, the applicant noted that grading would occur first, then installation of utilities and streets and then construction of the homes. 1 65' F Lots----- •� '"' - .. 65' SF Lots .. 65' Villas I D80' SF Lots . 1 Figure 5—Proposed order ojdevelopneent (nuty change in the future) The Planning and Zoning Commission made a recommendation to the City Council for approval of the proposed Preliminary Plat, the recommendation was a 6-0 vote (there is currently one vacancy on the Planning Commission). Subsequent to the Planning Commission meeting, City Staff and the applicant met with the resident whose property was adjacent to the wooded buffer area at the southeasterly quadrant and the applicant was working with that resident to address their concerns. ACTION REQUESTED The City Council is asked to consider the recommendation of the Planning and Zoning Commission and make a decision on the preliminary plat request. 5 Attachments Resolution of Approval . 7 Resolution of Denial 10 Location Map 12 Public Comments /Correspondence. 13 Draft Planning Commission Meeting Minutes — (August 24, 202 1) 17 Andover Review Committee Comments. 22 Preliminary Plat Plan Set 32 RespeFe y miffed, Petergers City Planner Cc: Josh Metzer, Lennar, 16506 36' Ave. N., Suite 600, Plymouth, MN 55446 C &W Family Farm LP, 1159 Andover Blvd., Andover, MN 55304 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "Fields of Winslow Cove" FOR PROPERTY LEGALLY DESCRIBED AS; (See attached Exhibit A) WHEREAS, U.S. Home Corporation, dba Lennar, has requested approval of a preliminary plat for Fields of Winslow Cove; 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 Fields of Winslow Cove with the following conditions: 1. City of Andover staff comments dated August 11, 2021. 2. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat. 3. One building permit may be issued for the proposed platted area, however no additional building permits will be issued until the final plat has been recorded with Anoka County. 4. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 5. Temporary cul-de-sac easements shall be provided. Separate documents shall be required for each temporary cul-de-sac easement on each lot, to be recorded with the final plat. 6. Vehicle Maintenance Access (VMA) easements shall be provided. Separate documents shall be required for each VMA on each lot, to be recorded with the final plat. 7. Trail easements and Drainage and Utility easements shall be provided. Separate documents shall be required for each easement on each lot, to be recorded with the final plat. 8. Such plat approval is contingent upon the rezoning of the properties in the plat. 9. Such plat approval is contingent upon the requested Conditional Use Permit (CUP)/Planned Unit Development (PUD) approval for the properties in the plat. 10. Applicant shall construct access improvements as reviewed and approved by the City Engineering Department. 11. Applicant shall obtain all necessary permits from appropriate jurisdictions and agencies in order to develop the property. 12. Applicant shall provide Homeowners Association documents at time of final plat addressing items identified during CUP/PUD approval process. 7 Adopted by the City Council of the City of Andover this Th day of September 2021. ATTEST: WRIGTORNITS "I., Michelle Hartner, City Clerk Sheri Bukkila, Mayor l�:i:17; -Y 171 Legal Description of Property Real property in Anoka County, Minnesota, described as follows: Parcel 1 (Torrens) Certificate Number 116361: The Southwest Quarter, Section 24, Township 32, Range 24, Anoka County, Minnesota. AND That part of the Southwest Quarter of the Southeast Quarter, Section 24, Township 32, Range 24, lying northerly and westerly of the plat of Smith's Rolling Oaks. AND Parcel 2 (Abstract The Northeast Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota. AND That part of the Northwest Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying easterly of the easterly right-of-way line of Burlington Northern, Inc. railroad right-of-way. AND The Southeast Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota. AND Parcel 3 (Abstract That part of the Southwest Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying easterly of the easterly right-of-way line of Burlington Northern, Inc. railroad right-of-way. W CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION DENYING THE PRELIMINARY PLAT OF "Fields of Winslow Cove" FOR PROPERTY LEGALLY DESCRIBED AS; (See attached Exhibit A) WHEREAS, U.S. Home Corporation, dba Lennar, has requested approval of a preliminary plat for Fields of Winslow Cove; 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 Fields of Winslow Cove due to the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover this 7' day of September 2021. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Sheri Bukkila, Mayor 10 EXHIBIT A Legal Description of Property Real property in Anoka County, Minnesota, described as follows: Parcel 1 (Torrens) Certificate Number 116361: The Southwest Quarter, Section 24, Township 32, Range 24, Anoka County, Minnesota. AND That part of the Southwest Quarter of the Southeast Quarter, Section 24, Township 32, Range 24, lying northerly and westerly of the plat of Smith's Rolling Oaks. AND Parcel 2 (Abstract): The Northeast Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota. That part of the Northwest Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying easterly of the easterly right-of-way line of Burlington Northern, Inc. railroad right-of-way. The Southeast Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota. I_W Parcel 3 (Abstract): That part of the Southwest Quarter of the Southeast Quarter, Section 23, Township 32, Range 24, Anoka County, Minnesota, lying easterly of the easterly right-of-way line of Burlington Northern, Inc. railroad right-of-way. 11 NDbVF.R _ proposed Fields of Winslow Cove Development 'Appnamote location of proposed residential development Date Created August 17, 2021 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. 12 Peter Hellegers From: Jake Griffiths Sent: Thursday, August 19, 2021 8:27 AM To: Ross Tracy Cc: Joe Janish; Peter Hellegers Subject: RE: Fields of Wislow Cove changes Good morning Ross, To answer your question - buffer zones are shown on the southwest end of the plat because the existing neighborhood to the southwest is outside of the Metropolitan Urban Service Area (MUSA) boundary. This means that at this time the City has no plans to extend City water and sewerto these properties and they may not have additional potential for development. The reason no buffer is shown on the northwest end of the plat is that properties directly north of the proposed development are within the MUSA boundary and have the potential to be developed in the future if property owners choose to do so. I would note as well that most of the proposed lots butting up to the northwest end of the plat are deeper than standard City Code requirements. For example, the standard City Code requirement for lot depth in the R-4 zoning district is 130 - feet and the depth of the proposed lots backing up to the northwest end of the plat range from 147 -feet to 185 -feet. Most of these lots will also have a drainage and utility easement over top of the back portion of their property to protect drainage infrastructure proposed by the developer. For most lots on the northwest end, this works out to having a fairly similar buffer to the 25 -foot buffer proposed on the southwest end of the plat. If you have any additional questions please feel free to let me know. Thanks! Jake Griffiths ( Associate Planner ( City of Andover 1685 Crosstown Blvd NW I Andover, MN 55304 Direct: 763.767.5142 ( i.eriffiths@andovermn.Rov From: Ross Tracy Sent: Thursday, August 19,20216:48 AM To: Peter Hellegers <p.heliegers@andovermn.gov> Cc: Jake Griffiths <j.griff!ths@andovermn.gov>, Joe Janish <j.janish@andovermn.gov> Subject: RE: Fields of Wislow Cove changes Why are the buffer zones not shown on the north west end of the plat. There should be a similar setback from existing properties as shown on the south west end of the plat. 4 OON Ross Tracy WIDS Surveyor City of Coon Rapids IRIIF.'S9R Engineering Division for generations 11155 Robinson Drive, Coon Rapids, MN 55433 a Q11® P:1�01 c� i From: Peter Hellegers (mailto:o.hellegers@andovermn eovl Sent: Wednesday, August 18, 20217:31 PM To: Ross Tracy Cc: Jake Griffiths <jgriffithsgandovermn.gov>; Joe Janish <Lianish@andovermn.eov> Subject: RE: Fields of Wislow Cove changes EXTERNAL EMAIL ALERT: This message originated from outside the City of Coon Rapids email system. Unless you recognize the sender and know the content, DO NOT click links or open attachments. Ross, The attached is a PDF copy of the proposed Preliminary Plat. If you have any questions please feel free to reach out to one of us. Peter Peter Hellegers I City Planner I City of Andover 1685 Crosstown Blvd NW I Andover, MN 55304 Direct: 763.767.5147 I Fax: 763.755.8923 I p.hellegersPandovermn gov From: Ross Tracy Sent: Friday, August 13, 20213:01 PM To: Peter Hellegers <p.helleeers@andovermn nov> Subject: Fields of Wislow Cove changes EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicI king hyperlinks, downloading pictures or opening attachments. Can you send a pdf of the proposed changes over. Thank you Get Outlook for 10S Peter Hellegers From: Sent: Tuesday, August 24, 20212:38 PM To: Peter Hellegers Subject: RE: Fields of Winslow Cove Peter, Thanks for answering my questions. You cleared up a lot of things. However, 20 feet is not that much. I was hoping for 30 ft because a large portion of the Norway's west of my house are between 20 and 30 feet from the property line. Might the developer leave a few more standing to be part of the new lot? Also, there are no current trees in the 20 ft buffer zone to the south of lots 28 and 27. If the buffer were 30 feet it would include 5 large trees and many smaller ones south of lot 28. Who will plan the new trees, the developer? Can I plant some trees there? Thank you, Susan From: Peter Hellegers <p.hellegers@andovermn.gov> Sent: Tuesday, August 24, 202110:16 AM To: Subject: RE: Fields of Winslow Cove Hi Susan, The buffer area adjacent to your property is shown as 20 feet wide. The buffer area of Block 26; Lot 27, Lot 28, and part of Lot 25 are shown as planting coniferous trees in that area. Lot 26 doesn't extend all the way back to your property line so that one is not shown as having a planted buffer. The remainder of Lot 25 and all of Lot 24 are shown with existing trees for buffer. You are right that the lots are shown as extending back to the property line. Developments will often do that and leave the maintenance with the property owner rather than having outlots where the association maintains the property. The buffer would then have an easement over that portion of the property. The easement documents are something that the City reviews when a developer comes in with their Final Plat and then those easement documents are recorded at the County when the plat is recorded. Either property ownershould be able to build a fence. In your case you should be able to put a fence in up to the property line provided you obtain a building permit for the fence, it meets the fence regulations, and it remains within your property. The properties within the development should be able to build a fence and the development may also have an association which would review the placement of fences that are built within the development; often times these associations may also restrict the types/styles of fences that can be built. The wooded buffer would be within the development property. Since the easement would be over the development property it may restrict where the property owners there can install a fence (i.e. the. other side of the buffer/ easement). Please let me know if you have any additional questions. Sincerely, Peter A�MYAMater Hellegers f City Planner i City *f Andover IESSSCrosstoinvn OW NW 1 Andflver, MIN 55304 Cfr££t: 753,767.5147 1 Faxi 75-3J55.s923 I p.hellegursOandovermn. From: MW Sent: Monday, August 23, 20219:37 PM To: PublicComments <publiccommentsCa)andovermn.aov> Subject: Fields of Winslow Cove EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. My name is Susan Williams and I live at 14964 Evergreen St NW. I am located east of the proposed development area labeled 26 in the southeast corner, adjacent to lots 24,25,27 and 28. There is a wooded duffer planned between my lot and these 4 lots. I have questions regarding the buffer. First, how many feet wide will it be? Second, It appears that the land designated for the duffer will be owned by whoever buys the lots. Will they have the right to take down all the existing trees? Third, if a fence is built between the lots by either me or the owners of the lots next to the buffer, where would the fence go? Would the wooded buffer be on their side of the fence? Would either owner be allowed to put up a fence? If these questions can't be answered during the meeting, I would appreciate someone calling or emailing. Thank you for your time, Susan Williams 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 42 43 44 Regular Andover Planning and Zoning Commission Meeting Minutes —August 24, 2021 Page 6 and safe pedestrian crossing. Mr. Metzer stated the development will impact 2 acres of wetland while preserving 41 acres of wetland that were previously farmed. Mr. Metzer addressed the buffer along the north side and stated they will pl/opment conifers to buffer year-round. He stated they will plant two rows of trees alon the east labeled Area A. Mr. Metzer explained they are preserving trees where and where they can't keep trees, they will be planting. Mr. Metzer says a PUD required density and preservation and restoration of wetlands. He said the dwill take about 5 years and will be conducted in phases starting on east side of P Chairperson Koehler stated if the developer didn't land and put a grid in with two trees per property. be costly to impact the wetlands. He stated there, preservation of trees. Chairperson Koehlerno preserve wetland and trees. Motion: Chairperson Koehler assumed a to Motion carries by unanimous consent. Nwk Chairperson Koehler explained not permit that is very popular, preserved. Motion: Motion CUPTUD for PI 44-0001, 24 -32 - and 24-32-2dg& Commi - er Loehlein He stated t s no place and maintainNas atu Chairperson o placing themr IRWI7 D, they conclear cut the r said co t, but it would trails, o2fn space, and the :) is b99ding City Code to at 8:01 p.m. low a product City Code does trees, and natural features are recommend approval of the 2 4 24--0320 -24,-2333--3020-0214, -4234--03020-52,42-334-3-020-2041- , tio A Lennar. ds of Winslow Cove is the appropriate use of a PUD. 'o handle villas and this is the right way to develop anissioner Loehlein believes the density is appropriate. I stated the PUD is taking the same number of houses, preserving natural resources. Commissioner lkenanquested the Commission review City Code to allow the villa product sinc,94he future of the PUD in Minnesota is unknown. unanimously. Koehler stated the item will go to City Council on September 7, 2021. PUBLIC HEARING: CONSIDER PRELIMINARY PLAT — FIELDS OF WINSLOW COVE - PIDs: 23-32-24-41-0001, 23-32-24-42-0003, 23-32-24-43-0005, 23-32-24-44- 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Regular Andover Planning and Zoning Commission Meeting Minutes –August 24, 2021 Page 7 0001, 24-32-24-31-0001, 24-32-24-32-0001, 24-32-24-33-0001, 24-32-24-34-0001, and 24-32-24-43-0001– U.S. HOME CORPORATIONDBA LENNAR (APPLICAN7) The Planning Commission is asked to hold a public hearing, take public comments, and provide a recommendation on a preliminary plat for the Fields of Winslow Cove. Associate Planner Griffiths stated this item addresses the layout of the development. He indicated there are 383 proposed lots broken down into 43 55 -foot villa homes, 35 65 -foot villa homes, 280 65 -foot single family homes, and 35 85 -foot single family homes. He stated 48% of site is preserved as parks and open space. Mr. Griffiths displayed the layout of the plat, broken inOBur quadrants. He explained there are five proposed access points: three off of P oad, a proposed extension of Palm Street, and a proposed extension of 150`h L Mr. Griffiths noted 48% of the site will be_ —pace and veloper proposes 1,000 new tree plantings. He stated the tree prot W plan is in processor. Griffiths explained the developer has been working for over ate• on this plan and 111hyardinating with the Coon Creek Watershed, Army Corps of Engi _, and& conducte Environmental Assessment Worksheet. Mr. Griffiths noted the addition of p®�ne on aside of Prairie Road with trails that connect the residents to the parkse state Park MWp ec Commission will review the parks and trails o er 2. Commissioner VoIait askeIr. Grif talk abothe underpass on the railroad tracks. Mr. Griffiths the>s a placeler on outlot A for a pedestrian railroad underpass> and eenrking on the feasibility of the underpass and ha_XO�1 w �impac d Wter and would need pumps to dewater Commissic_Volkenant N&d Mrffiths to clarify the buffer in area D, block 26, bordering the dams f roperty. Mr. Griffiths displayed an image of the buffer and stated the de ner will lantin2 trees. Commissioner VolkenlftWd for the size of the roundabout and the expected speed limit change. Community DeMopment Director Janish explained it will be a medium roundabout and an advisory speed limit will be posted. He does not recall the exact speed, but the roundabout will reduce the speed from 50 mph to provide for safe pedestrian crossing. Commissioner Volkenant asked for type of traffic signage on access A and C. Mr. Janish said traffic entering Prairie Road will have a stop sign and there will be no stop signs along Prairie Road. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Regular Andover Planning and Zoning Commission Meeting Minutes —August 24, 2021 Page 8 Chairperson Koehler asked if the roundabout is a single lane. Mr. Janish confirmed it is a single lane roundabout. Motion: Chairperson Koehler assumed a motion to open the Public Hearing at 8:18 p.m. Motion carries by unanimous consent. Steve MacGlover, 14909 University Ave. in Ham Lake, came forward and stated his family owns the property that borders this development to the east. He asked why they plan on developing the east side of Prairie Road first if utilities are being brought in from the railroad tracks. He stated the houses are an eyesore. He th' s they should develop on the west of Prairie Road first. Susan Williams, 14964 Evergreen St NW, came fd said she assumed they would develop closest to the railroad tracks first. Sheer d Mea would develop last. She was told the buffer along her property woul feet. She d like to see the buffer ' s be 30 feet to preserve more trees. Ms. Wasked about th es and sizes of trees that would be planted in the buffer zone. Chairperson Koehler read an em nt by Ross ng why there _ no proposed buffer zones on the northwest en%lat1. haron Koehler stated the property to the northwest falls within the MUSand a b is not required. Mr. Metzer stated t - 'de of Pfke Ro ing evelop by segments. He indicated develop it along ai ' _ a e roundabout, then go to the west side of Prairie, � h the 1 hale al tersectio . Mr. Metzer said they have chosen to start on th t sid f Prairie ®- d because it has the least impact on the wetlands, are sth h d permitting. Mr. r is propos wo r of coni ong Ms. Williams property and plans on leaving se area oAth, o t 25. He explained they need to grade the land to maintains water olop Mr. Metzer stated they will plant two types of trees: develo t treme building trees. He explained development trees are used as buffers Oftpme bui g trees are installed after the homes are built. Mr. Metzer indicated developm ee "6 -foot conifers with a 1 -year warranty Chairperson Koehler ask if they could work with Ms. Williams on the type of conifers planted. Mr. Janish stated the City's Natural Resource Technician works with the developer on tree plantings. He stated they can consult with Ms. Williams as well. Mr. Metzer noted the types of trees planted will depend on what is available, and the plantings can be 4-5 years out. Mr. Janish explained the Natural Resource Technician will approve any changes to the types of trees. Mr. Metzer said they may grade the entire site, but the building of homes may be 4-5 years out. If that is the case, he said they can plant the development trees sooner. l a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Regular Andover Planning and Zoning Commission Meeting Minutes —August 24, 2021 Page 9 Mr. Metzer indicated he has been in contact with Mr. Tracy, and they will be planting conifers as a buffer to his property. Commissioner Volkenant asked if there would be any issues with the grading if Ms. Williams plants trees on her property. Mr. Metzer recommended holding off planting anything around 20 feet from the stub street in case there is disruption of the property line. Commissioner Godfrey asked how the parks relate to the development phasing. Mr. Metzer said the park on the east side will be graded in 2022 or 2023 and the park on the west side will go live when the area is developed. ConiTissioner Godfrey asked if the parks are HOA maintained or deeded to the City. Mr. said they will be deeded to the City. Ms. Williams came forward and said at the last eig, th ere planning on preserving the trees behind her house and they are now taken out. said the area is very flat and does not know if grading is needed in ea. She would li feet of existing trees to stay. M6, d Chairperson Koehler stated he haddeamed you diewat you want to - on your own property as long as it isn't illegal � --_ d cut do erything if he wanted to. Chairperson Koehler asked staff if the 20 -foot buffer is opo does not have stan or feet wide through%thow ve City Code, how do i decision fQgghNfiQmmis a ode s a 20!W& - buffer. Mr. Griffiths stated fthe so of th M velopment and City Code ✓Ir. to natural buffers are around 20 t. C Orson Koe er asked if there is nothing in foot b is appropriate. Mr. Griffiths stated it is a NW, caw forward and asked about the process for Mr. Metzer,r Homes, e forward and stated grading balances the site and allows for the installati utilitie eets, and stormwater control. He said they can look at preserving existing%bui s. Williams property if they can pull the grades from the property line. Mr.plained the process is to grade, install sewer and water, construct roads, theomes. Commissioner Volkenant asked for clarification on Phase 1 and if it includes road construction on the west side of Prairie Road. Mr. Metzer stated they will grade and then come in as soon as possible for utilities, streets, and homes. He explained grading could happen quickly, but it is hard to say when the site will be fully graded. Commissioner Volkenant has seen pictures where roads have been put in and the development stalled. He asked what people should do if this happens. Mr. Janish stated Andover has a process once preliminary plat is stamped, the developer can begin grading. U0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 36 37 38 39 40 41 42 43 44 45 Regular Andover Planning and Zoning Commission Meeting Minutes —August 24, 2021 Page 10 He said there is a possibility that lots will sit empty. He explained that the scenario Commissioner Volkenant proposed could happen with any development. Chairperson Koehler stated it can happen anywhere with any development and is not a City of Andover issue. Commissioner Volkenant asked why homes near Outlot C were removed. Mr. Metzer said there were wetland impacts with little return and removing the homes were the best option. Motion: Chairperson Koehler assumed a motion to close the Public Hearing at 8:56 p.m. Motion carries by unanimous consent. Commissioner Volkenant commented he is excited e two parks going in and hopes the Park and Ree Commission will talk about parlore park questions. Commissioner VanderLaan stated she sery- rheomml with the owner of the Holasek property. She said Mr. Holase d be pleased w e development. She explained Mr. Holasek served the City, erected his land, anlawnded many City meetings. Commissioner VanderLaan believe4rffir. Ho would be ed that 48% of his land is open space, parks, anand. Motion: Motion by Godfrey, preliminary plat for the Fields of Commissioner adjusting the g Mr: Motion Chairperson OTHER BUSINESS to Ms. approval of the willingness to look at taking feedback, implementing it, and ;11 done. for listening to the residents of Andover. will go to City Council on September 7, 2021 Mr. Griffiths updated the Commission o sects they have reviewed. He said the Commission will meet on Septembe 021. Mr. Griffiths announced the resignation of Commissioner Eliasand stat e City is accepting applications for a new Commission member. said there is a desire by the Commission to review PUD process at a s 21 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV August 13, 2021 Mr. Josh Metzer U.S. Home Corporation dba Lennar 1630536 1h Avenue, Suite 600 Plymouth, MN 55446 RE: Review #3 -Fields of Winslow Cove Preliminary Plat/ PUD / Rezoning — Incomplete Application Notice. (PID's: 23-32-24-43-0003, 23-32-24-43-0005, 23-32-24-41-0001, 23 -32- 24 -44 -0001,24 -32 -24 -32 -0001,24 -32 -24 -33-0001,24-32-24-31-0001,24-32-24-34-0001,24- 32-24-43-0001). Mr. Metzer: City staff has completed a preliminary review of the July 201h submittals for the Preliminary Plat / PUD/ Rezoning proposed as the Fields of Winslow Cove. It was determined that several items did not meet City Code. City Code 11-2-2: PRELIMINARY PLAT: B. 3. Required Data: Preliminary plat applications shall not be considered complete until the requirements listed on the Preliminary Plat Checklist have been met. The Preliminary Plat Checklist is on file with the City (Amended 9/18/07, Ord. 355). Staff also provided an email on August 13, 2021 identifying other items which are again included in this letter. You can use this letter to respond to the comments from Review #3. At this time staff will continue to work with your consulting engineer to rectify the items and will continue to work to move forward on future submittals. Engineering Department Engineering Department comments are attached and listed as Review #2B & 2C. Planning Department Planning Department comments from Review #3 have been incorporated here: A. General 136) Several outlots are shown on the plan sets. How will these be managed so that the outlots will not be turned back over to the City for maintenance? Development team responses noted the narrative was submitted on 5125121 but it does not appear that the City received that narrative. The narrative was also mentioned in staff comment numbers 138, 142, 143, 144, 145,147. Review # 3: A narrative was provided with most recent set of submittals. B. Preliminary Plat / Plan Set 152) A Lot Tabulation list is missing from this plan set. Development team response noted details would be provided in future submittals. Review # 3: Development team p4ge 1 o£2_. provided a separate lot tabulation list. Please incorporate the lot tabulation into the plan set. 154) Side yard comer setbacks are listed as 20 feet however the City Code requirement is 35 feet or 25 feet if the lots run back-to-back. Several locations have a 20 -foot side yard corner setback abutting the 25 -foot front yard setback of another property. In many of these locations it appears that a 25 -foot side yard corner setback could be accommodated. Side yard comer setbacks should be at least 25 feet to match the proposed front setbacks of the adjacent property. Staff noted the following locations: q. Corner setback issues on B6, Ll (though this one appears to have minimal impact due to the lot orientation and location of the creek) — (p. 9/62) Reduced corner setbacks can be an issue for the height offences, placement of sheds and similar issues. Adjust the side yard corner to meet the required 25 foot standard where possible. On those properties where the setbacks cannot be altered without impacting minimum lot size or similar City requirement, consider how you wild prevent 6 foot -tall fences or structures on those corner Lots from being closer to the street than the front yard setbacks of adjacent lots. Review # 3: The planshrarrative note that restrictions would be added to keep sheds/fences from being built closer to the side yard corner lot line than the front of the adjacent home. Keep the 25 foot side yard corner setbacks for all of the lots which have already been corrected and use this method only on the handful of lots the development team: identified as not being able to modify the setback. C. Additional Plan Review Comments: 178) On page 58/62 behind Block 26, Lots] -2, the buffer area of Outlot H drops from a depth of 25 feet to just 10 feet and this also appears to have the least density of planting. Consider mechanisms for additional buffer depth and possibly additional landscaping for a more consistent level adjacent to the property outside of the MUSA boundary. Review # 3. Development team responded that this was needed for usable lot sizes. Please note that it is a requirement that the Developer 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 original comment. If you should have any questions, please contact meat vIellegersaa.andovermn.gov or 763-767-5147. Sincerely, Peter Hellegers City Planner 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV NENO"NDDN TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: August 11, 2021 REFERENCE: Fields of Winslow Cove / Grading, Drainage & Erosion Control Plan/Review #3 Note: Items not yet completed from previous reviews have been incorporated into Review #3 comments for clarity in maintaining numerical order of plan sheets / comments. The following comments are regarding Review 93: 301. (Item 5, Review 1): Additional discussion needed with City Council regarding potential trail underpass across railroad tracks. This would be a City owned and maintained bituminous trail. Noted by developer. Does developer still have interest in pursuing this item? Comment keptfor tracking purposes. 302. (Item 13, Review 1): Include a lot -by -lot tabulation in the plans, including: Lot #, Block #, House Type, Top of Curb Elev at D/W, Garage Floor Elev, Driveway Grade (%), Low Floor Elev, Lookout Elev, Lowest Opening Elev, 100 -Year HWL, Emergency Overflow Elev, Seasonal HWL. If some do not apply put "N/A' in table. Not done. Tabulation submitted on separate exhibit, but needs to be incorporated into pIan set. Add to Sheet Index on Sheet I as well Refer to marked up Lot Tabulation for numerous revisions/inconsistencies with plans. Update HWL data if changed with Review #3 hydrology comments. 303. (Item 204, Review 213): Trail easements with separate recordable documents will be required in all areas outside of ROW, specifically in areas identified as outlets. Acknowledged Kept for tracking purposes. 304. Per discussions with the CCWD, the developer has submitted an NHIS inventory of endangered and threatened plants and species that is under review. Approval of this document from the DNR is required prior to issuance of a CCWD permit. This item could affect the project timelines until resolved, or could alter phasing plans for the development to begin work in areas without impacts proposed. This item is being reviewed and addressed by the CCWD. 305. On all plan sheets, review placement of labels as many locations underlying text is covered and not visible. A few locations were circled in redlines. 306. Submit plans to Northern Natural Gas company for comment / review. Likely restriction at a minimum for Block 3 lots along 149a Avenue regarding utility crossings, driveways, landscaping, etc. Any restrictions should be noted in the plans for future reference. Provide copy of correspondence and response from gas company to City. 307. Sheets 2-5 and all applicable sheets (Item 22, Review 1): Identify a separate line for the 100 -Year Atlas 14 flood plain per the CCWD. Call out clearly in the legend. The CCWD Atlas 14 flood plain boundary shall be used for flood plain fill / mitigation calculations. A LOMA will be required through FEMA to modify the FEMA flood plain boundary. The CCWD "SWMMmodel was revised by developer's engineer to incorporate the proposed changes with the plat Per that revised model, the HWL of County Ditch 20 decreasedfrom ex&ting conditions. The CCWD has requested some mod fu ations to this modeling. Once the County Ditch 20 modeling has been approved by the CCWD, the City is O%with the approach proposed by developers' engineer of not showing specifrc areas offloodphun fdl and mitigation in the project plans as long as the County Ditch 20 modeled HWL elevations are equal to or lower than under existing M conditions. A LOM" for modifying the FEMAfloodplain boundary will be required to be completed once proposedfloodplain boundaries are determined 308. Sheets 2-5 (Item 23, Review 1): Add line types in Legend for , and Atlas 14 Floodplain Boundary (CCWD). The E USTING floodphrin Tine per CCWD needs to be in the existing conditions plans (proposed floodphim line was added, remove that one). The proposed flood pImn boundary should be shown in the gradingplans Revise call out in legend on Sheets 2 and 4 to "Existing Floodplain per CCWD (Atlas 14)" and remove "Proposed"from plan view notes. 309. Sheets 2-5 and all applicable sheets (Item 24, Review 1): Verify that all existing utilities within 100' of the proposed plat are required to be shown including sanitary sewer manholes, water mains, hydrants, storm sewer, gas, telephone, electric, cable TV, etc. Make sure they are properly labeled as underground and/or overhead if applicable. Not done. Response comment stated "existing utilities within 100' typically not shown unless crucial to design, all relevant utilities are shown. "It is a City requirement to show all existing utilities within 100' of the plat line. Verb that this has been completed and update plans accordingly. Field located and surveyed utility lines are not required, drawing them from maps provided through a Gopher State One Call is acceptable (that is Utility Quality Level D). Specifically review along Prairie Road due to roadway improvements and grading for future trail and utility construction, and at roadway connections with Palm Street and Evergreen Street. 310. Sheet 4 (Item 34, Review 1): Vacate existing drainage and utility easements around sewer and water stubs under RR tracks. These will be within the D&UE for this plat. Noted by engineer. Comment keptfor trackingpurposes. 311. Sheet 4 (Comment 216, Review 2C): What are the septic tanks for just northeast of connection with Palm Street? Are they for the lot to the south? If not, add notes to remove septic tanks. City staff verfed with homeowner the septic tank in question wasjust old castings sitting in theyard and are being removed Delete survey shots and all references to septic tanks in plans in this location. 312. Sheet 5: Extend viewport boundary on east side of plat to show Evergreen Street for roadway connection. Add in all removals required, including existing bituminous on Evergreen Street for T intersection construction. 313. Sheet 5: Review survey shots for 48" culvert under Prairie Road. Shots show culvert backflowing east, which is inconsistent with direction of ditch flow and City as-builts records. For future reference, surveying of invert elevations of culverts and flared ends should be done (top of pipe surveyed). 314. Sheet 6: Correct spelling of "Quince St." 315. Sheet 6,7 and all applicable sheets (Item 33, Review 1): Add a temporary cul de sac (80' diameter) on stub in northwest comer of plat (Sycamore Street). Call out 13.5' easements around cul de sac as "Temporary Road, Drainage and Utility Easement." Not done. Add labelfor easement as described above Curb and gutter shall go around outside edge of CDS, not straight thru as currently shown. 316. Sheets 6-26 (Comment 219, Review 2C): Curb radii into and out of cul de sacs shall be 30' to meet City standards. Not done Revise all to 30'. This is a City standard and provides consistency for snow plow drivers. 317. Sheets 6-26: Revise drainage and utility easements in following areas to encompass VMA's, HWL's, drainage swales, etc. (refer to marked up plans in prelim plat and grading plans): Lots 1, 2, 7,9,10, 11 & 12, Block 3; Lots 1-10, Block 4; Lots 1-8, Block 7; Lots 3-4, Block 12; Lots 5-6, 10-12, 16-18 & 21-22, Block 14; Lots 7-8, Block 15; Lots 1-2, Block 17; Lots 6-9 & 18-20, Block 18; Lots 5-6, 14-15 & 18, Block 19; Lots 7-9 & 15-17, Block 24; Lots 1-2, Block 25; Lots 4, 5, 13 & 14, Block 26. 318. Sheets 7-26 (Item 42, Review 1 & 2B): Design information was to be included for trail design in compliance with MnDOT Bicycle Design Manual. Information on grades and horizontal curves were added, however, curve designs do not meet minimum per MnDOT Bicycle Design Manual (refer to Shared Use Path chapter). Per the manual, minimum horizontal radius of curve shall be 74' and trail cross slope shall be 1.5%. Revise and label all plans accordingly. 319. Sheets 7, 8, 17, 18, 21, 22, 33, 34: Remove the reverse curves from the trails along Prairie Road adjacent to County Ditch 20, show trail as going straight 1' inside ROW like remainder of trail. Revise proposed grading contours and existing 48" culvert extension accordingly. Remove 4 proposed culverts from roadside ditches into County Ditch 20 and add a CBMH with high flow rate connected into existing 48" Z culvert under Prairie Road. Reverse curves in this location are undesirable as is bringing trails closer to 50 mph roadway. Revision also eliminates multiple culverts requiring construction and maintenance. 320. Sheet 10, 22: Add a radius to trail entrance location on east side of Prairie Road at Kumquat Street. 321. Sheet 11: For the Typical Lot Detail: There is an inconsistency between what is identified as "Lowest Opening" and the elevations depicted in the plans. For a walkout lot, the lowest opening is the same elevation as the low floor, yet in the plans and lot tabulation the lowest opening is labeled as being 0.5' below the low floor. If the elevation called out in the lot tab & grading plans was the lowest adjacent grade the 0.5' drop would be correct. Review all lots for correct labels / elevations and consistency between types of lots (WO / LO / R, etc.). 322. Sheets 12 — 26 (Comment 226, Review 2C): All areas where there is cross yard drainage (yard drains across adjacent lot) shall be protected within a D&UE. This is common in rear yard areas. Provide D&ITE up to edge of drainage swale and low area HWL's. Minimize D&UE as much as possible. Numerous areas where revisions required, most marked up in plan set but review all areas. Not done. Areas marked up on preliminary plat and gradingplan sheets. 323. Sheets 12 — 26 (Comment 230, Review 2C): Review proposed contours, especially at intersections. They appear jumbled, likely where the dtm interpolated intersection connections. Smooth them out. Some were identified, see Sheet 17 in particular. Response letter stated intersections notyet designed These need to be completed prior to City stamping approvedpreliminary plat andgradingplans. 324. Sheets 12 — 26 (Item 40, Review 1): Show mailbox cluster locations, make sure they are not at street low points or where there are VMA's. Add details to plans for mailbox cluster and concrete pads for cluster boxes. Engineer submitted separate exhibitfor review and stated cluster locations will be added to plans upon City and USPS review. Details need to be added to plansfor mailboxes and concrete pads. See marked up exhibit andplansfor City suggested locations and show on gradingplans with number of mail slots in each cluster in note call outs. Developer should submit to USPSfor cornment/rewew based upon City comments. 325. Sheets 12-26: Add additional EOF arrows for all low / ponding areas to define which direction the EOF for each basin is. This also assists the City in the future when reviewing fence / shed permits. Refer to marked up plans for suggested locations. 326. Sheet 12: Revise proposed low floor elevation for Lots 6 and 7, Block 9 as they are not at least 3' above the Seasonal High Water Level 327. Sheet 12: Change labels for "Low Area 1" and "Low Area 2" to "Low Area 4PA' and "Low Area 4PB" so they are consistent with Hydrocad model. Check HWL's, Outlet Elevations and EOF's for these low areas as they are not consistent with Hydrocad modeling. 328. Sheet 12: Revise grading contours for 80' temporary cul de sac on Sycamore Street so they are like a standard cul de sac. Curb and gutter shall go around the outer edge of the CDS. 329. Sheet 12: Lower the EOF in rear of Lot 7, Block 11 to 898.5 so the EOF is at least 2' lower than the lowest adjacent low floor elevation. 33 0. Sheets 13,17, 21, 22, 26 (Comment 228, Review 2C): Show proposed grading for fixture trail on west side of Prairie Road for limits of plat, and east side of Prairie Road from Kumquat Street to 151` Lane. Review and account for how this would impact drainage adjacent to trail and Prairie Road. Trail shown in plan view but grading contours not added to plans. Where roadway widening takes place for intersection improvements, further design needs to be completed to determine if diiches can be maintained or if curb and gutter along portions ofPrawk Road would be required (Prairie Road is a State Aid route and needs to meet all state aid design guidelines). It may be an option to grade%onstruct trail outside of the current right of way within a dedicated trail easement to minimize impacts to ditches and reducepotentialneedfor curb on Prairie Road in widening locations. Add note in plans "Grading for future 10' trail" so it is clear it is a future trail. 331. Sheets 13, 17, 26, 48, 52, 61 (Item 62, Review 1): Show the site triangle based upon the most restrictive of Cases IIIA, I]IB, and HIC in the MnDOT Road Design Manual at intersections with Prairie Road. Assume a vehicle with stop conditions on the side streets. Also include these in the Landscaping Plans and verify no plantings are within the site triangle. Response letter stated site triangle for 152nd Ave and 1500 contained within prairie Road right of way, so it wasn't shown. Still needs to be drawn and labeled on the plans (grading plans and landscape plans) even if within ROW. Site triangles for one direction were shown for roundabout location in landscape 2G plans, need to show both directions. 332. Sheets 13, 17, 18, 22, 26 (Item 201, Review 2B): Provide additional detail on Roundabout design specifically regarding pedestrian crossing / trail locations. Also ....eNide the Roundabout just fi,..,t:en e pelt prepafea by a Tra fie Engineer-. Provide geometric design information in plans (lane lengths, widths, radii, tapers, cross slopes, grading contours, etc.). Due to amount of information already on grading plans, it would be preferred to create separate plan sheets specifically for the intersection improvement geometric data (tur"ypass lanes and roundaboutfor all three intersections with Prairie Road). If it can be clearly depicted on grading plans, that would be acceptable. 333. Sheet 13: For Block 12, it appears the EOF for FES 427 would be lower to the west at elevation 896.07? Review and adjust labeling accordingly. Adjust rear yard D&UE in this area to encompass HWL and add EOF arrows. 334. Sheet 13: Need to expand extents of plan view to show entirety of intersection improvements to the north along Prairie Road. As previously mentioned, might make most sense to add separate plan sheets specific to turn lane improvements along Prairie Road. 335. Sheet 13: Revise proposed low floor elevation for Lots 9 and 10, Block 13 to be a minimum of 2' above the EOF as the EOF is not at the 100 -year HWL. Add EOF flow arrows in rear yards of Block 13. Grade EOF to 897.0 to east and label accordingly. 336. Sheet 13: Lower the EOF in the rear of Block 16 to the HWL of 898.6 and add flow arrows to west. Add spot elevations for EOF to east on lot lines, maintaining 1% minimum grade. 337. Sheet 13: Add additional EOF flow arrows to west in rear of Block 18. 338. Sheet 13: Revise FES 241 Low Point to 897.2 so it's consistent with FES elevation. 339. Sheet 14: Eliminate Vehicle Maintenance Access in rear of Block 17. Rear yard D&UE for Lot 1 revise to 5'. Try to slide drainage swale for Lot 2 north (maintain 4:1 max slope) and reduce Lot 2 D&UE while still covering ditch. 340. Sheet 14: Revise CB 232 low area HWL based upon hydrology comments. Add EOF flow arrows to west. Add spot elevation of 899.4 to lot line just east of FES 224 (curb line still higher so ultimate EOF is west). 341. Sheet 14 & 19: In rear of Block 19, EOF is to west at 899.5. Add EOF flow arrows to west and revise D&UE in rear of Block 19 to standard 5' for lots identified. 342. Sheet 14 & 19: For low point in Larch Street south of 152" d Avenue, label the EOF as the top of curb elevation (899.6?) and label the lot comer elevation to the west as 899.0. Proposed contours north of low point should be dashed as they represent 900 contour. 343. Sheet 14: Identify Vehicle Maintenance Access between Lots 10 and 11, Block 20. 344. Sheet 14: Point "Inlet Sediment Control (Typ.)" note to a catch basin. 345. Sheet 15: Label slope to top of Pond 21 grading contours. 346. Sheet 16 & 17: Add Vehicle Maintenance Access between Lots 13 & 14, Block 10. Minor revisions to the contours can achieve 10:1 slopes with no changes necessary to proposed structure elevations. Pipe already under this alignment. 347. Sheet 16 & 17: Slide proposed contours north in the south end of Pond 10 so the proposed outlet pipe is not exposed for a long distance. 348. Sheet 17: Revise rear of block 14 EOF to 897.5 to maintain 2' below adjacent low floor elevations as EOF is not set at low area HWL. Revise spot elevations accordingly maintaining 1% minimum grade. Add EOF flow arrows to north. 349. Sheet 17 & 18: Grade EOF for rear of Block 19 to elevation 899.0 in southeast comer of Lot 12, maintaining 2' below lowest adjacent low floor as EOF is not at HWL. Adjust D&UE if necessary to cover the EOF. This is the EOF for all of Block 19. Add EOF flow arrows. 350. Sheet 18 & 19 and all applicable sheets: Label the trail highlighted in yellow as "Homeowner's Association maintained grass nature trail." 351. Sheet 19: Bring 900 contour south on Lot 1, Block 24 to keep EOF overflow Swale further south and inside the D&UE. Add EOF flow arrows. 352. Sheet 19 and all applicable sheets: The Existing Wetland 16 HWL is listed as 890.0. This appears to be directly connected along the entire length of County Ditch 20 with a HWL of 890.7. Shouldn't the Wetland 16 HWL at least be equal to County Ditch 20 HWL? Revise Wetland 16 HWL elevations in plans accordingly. 353. Sheet 19: There is proposed grading shown north of Lot 1, Block 23. Is there a reason to disturb this area? It appears Z7 it could be left alone? 354. Sheet 20 (Item 80, Review 1): Remove culvert and grade out field crossing of County Ditch 20 behind Lot 5, Block 6. Show proposed contours so it's clear thisfield entrance is being removed andgraded out Not done 355. Sheet 20,22 (Comment 239, Review 2C): Show proposed grading associated with culvert removals east and west of Sycamore Street along County Ditch 20. Not done 886 contour should go through locations of both existing field entrances being removed 356. Sheet 20: Revise grading contours to 4:1 max either side of Sycamore Street at County Ditch 20. Label as 4:1. 357. Sheet 20 & 24: Label the HWL of County Ditch 20 west of Sycamore Street. Wetland 5 to the south and Wetland 4 to the north should be at least equal to the HWL of the ditch in this location. 358. Sheet 20: Revise contours and label 898.0 spot elevation for EOF on east side of Lot 4, Block 7. Delete the EOF between Lots 3 & 4. This will make Lots 3 & 4 more useable / able to have fences. Adjust D&UE for Lots 1-3, 6- 8 to standard 5' and add EOF flow arrows to east. 359. Sheet 20: Call out at top of sheet should say "See Sheet 16", not sheet 17. 360. Sheet 21: Extend VMA behind Lot 7, Block 15 to encompass entire width of Lot 7. Revised D&UE for Lots 1 & 8, Block 15 to match the VMA. 361. Sheet 23: Add Vehicle Maintenance Access, 20' wide and maximum grades of 10:1 between Lots 13 and 14, Block 10. Grading revisions are very minor to meet 10:1 grade. 362. Sheet 23 (Comment 246, Review 2C): Need to extend plan extents east to show grading and proposed street connection to Evergreen Street. How will drainage be handled? Plan extents shown, additional design info needed Make 150' Lane/Evergreen Street a T intersection with 30' radii Show removals and proposed pavement necessary. Carry roadway design (33' width, surmountable curb and gutter, pavement section, eta) through from plat to Evergreen Street End curb at southwest end radius and at driveway on north side Pave 12' wide driveway apron on north side of T for existing driveway and show existing driveway to north. Construction 30' radii on south quadrants of intersection. Label Evergreen Street NW. How will stormwater and treatment be handled? Ideally, add CB's at T intersection and drain west into plat and treat in proposed ponds (may require lowering ofproposed storm sewer system in 1501 Lane and west). Ifgrades do not allow, other option would be to excavate boulevards outside ofplat boundary and within right of way (6.1 maximum slopefor 4' minimum then 4:1 max) and use as infiltration basins with french drains at lowpoinis. Need to identify an EOF in this situation so roadway would notflood Keep allgrading within limits of existing right of way unless agreements with property owners to north and/or south are obtained No additional stormwater runoffcan be directed east compared to existing conditions. 363. Sheet 23: Add Vehicle Maintenance Access between Lots 13 & 14, Block 23. Minor revisions to contours can achieve 10:1 slopes with no changes necessary to proposed structure elevations. Pipe already under this alignment. 364. Sheet 23: In rear of Block 24, add EOF flow arrows to north. Adjust D&UE for Lots 7-9 & 15-17 to standard 5'. 365. Sheet 23: Revise rear yard D&UE for Lot 1, Block 25 to standard 5' and Lot 2, Block 25 to 15'. 366. Sheet 23 & 39: Extend proposed storm sewer on east side of Lot 7, Block 25, revise grade to 0.35% and lower FES to 894.16 (80' of pipe) plus or minus. This will provide a lower EOF for the existing parcel closer to the HWL of the existing basin and the approximately low floor elevation of the structure based upon Lidar contours. 367. Sheet 24: For Lots 11 and 12, Block 3, extend lot lines to edge of wetland likes Lots 13 & 14 to provide more useable yard area for owner. 368. Sheet 24: Move the Wetland 5 EOF outlet on south end further west per Lidar contours. 369. Sheet 24: Revise contours between Lots 7, 9 and 10 so swale is center on lot line. Revise D&UE to 5' standard for Lots 7, 9 and 10. Add EOF flow arrows along swale. 370. Sheet 24: For Lot 11, Block 3, move 900 contour south to maintain drainage swale within D&UE. 371. Sheet 24: Correct west lot corner elevation for Lot 14, Block 3 from "???" to an elevation. 372. Sheet 24: Add intermediate spot elevations to the 149't' Avenue low point EOF between Lots 5 & 6, Block 4. Maintain maximum 4:1 slopes between the lots. 373. Sheet 24 & 25: In rear of Block 4, revised D&UE to standard 5'. Add EOF flow arrows along rear lot line to northwest. �n r 374. Sheet 25: Adjust low floor elevation of Lot 3, Block 2 to 900.5 to maintain 2' above EOF elevation as EOF is not provided at HWL. Revise 900 contour accordingly. Add intermediate spot elevation between Lots 2 & 3 and add EOF flow arrows. 375. Sheet 25: Adjust D&UE for Lot 3, Block 3 in southwest corner of lot, and also in southeast corner of lot as marked up. 376. Sheet 25: Revise D&UE in rear of lot 1, Block 3 to standard 5' except where the HWL encroaches in southwest corner. 377. Sheet 25: The rim elevation for CB 314 does not match the Hydrocad model. 378. Sheet 25: For the construction of Palm Street south of the plat boundary label as 24' wide. Show how drainage will be handled. It appears drainage from the west side will drain north onto Lot 1, Block 1. Add notes to drain/construct ditch, provide contours, spot elevations and flow arrows. On east side it appears to overflow east via overland flow. Add note "Reconstruct road with 3" bituminous over 5" class V base with 3% crown. Extend gravel base 1' beyond bit. Restore all disturbed areas with 4" minimum topsoil, erosion control blanket and seed." 379. Sheet 26: Label the Wetland 20 outlet as "EOF 890.5 to Southeast" and add an EOF flow arrow in southeast corner. 380. Sheet 26: Provide D&UE up to HWL for Low Area 25 on Lots 4 & 5, Block 26. This area was not modeled, verify correct HWL with modeling and label the EOF elevation in plans. 381. Sheet 26: Adjust contours between Lots 12 & 13, Block 26 to maintain swale on lot line. Adjust D&UE on Lots 13 & 14, Block 26 as drawn up to cover the drainage Swale. Add EOF flow arrows. 382. Sheet 27 (Item 89, Review 1): Need to talk with CCWD (LGU) about wetland impacts and credits for restoration. Items to be determined are credit percentage for restored wetlands, monitoring requirements, impacts, etc. Being coordinated with CCWD. %ptfor tracking purposes. 383. Sheets 28 — 39 (Item 94, Review 1): Add 4' minimum sumps with internal skimmers (saffle baffle or similar) into catch basin structures immediately upstream of discharge into ponds and infiltration basins for pretreatment and floatable removal. No sumps to be installed in other structures. Run SHASM or similar calculations to determine depth (4' minimum) and diameter of structures to meet TSS removal efficiency requirements. 4'sumps added in locations required Provide SLUSM calculations to verify if depth and diameter ofsumps meet 80% TSS requirementprior to discharge into basins. SAFI Baffle, Preserver, or similar allowed to meet 80% requirement If used, provide details in plans. 384. Sheets 28-39 (Comment 260, Review 2C): Identify diameter of storm sewer structures if greater than standard 48". Not done Needs to be completedprior to preliminaryplat approval 385. Sheet 28-39: For all storm sewer structures with more than one invert, add IE elevation for all directions with with direction note (ie N, S, SW, etc.). 386. Sheet 28 & 43: Move OCS table to sheet 43 with other details. Detail 418 is not used and can be deleted from sheet 43 making room for the OCS table. Several discrepancies between OCS table and Hydrocad models. Check all. See a few redlines on marked up plan table. 387. Sheets 29-39: There are several sanitary sewer manholes without labels (structure #, RE, IE). Verify all labeled. 388. Sheet 29 & 32: Revise sanitary sewer diameter from 152nd Lane / Sycamore Street south to bend under railroad tracks to 12" (yellow highlighted stretch on sheet 28) to maintain depth for future stub up Sycamore Street. Adjust all manhole invert elevations and grades along this alignment accordingly, including grade of next sewer pipe to northeast. 389. Sheet 29: Add sanitary manhole with 10' stub to north on north end of Sycamore Street. 390. Sheet 29: Turn on layer for pond labels and HWL elevations. 391. Sheet 29: Revise OCS RE to 889.5, consistent with model and basin HWL. 392. Sheet 29 & 30: Label Storm sewer pipe out of FES 423 (15" minimum). Text cut off on top of sheet 30. 393. Sheet 30: Add a sanitary sewer manhole at north end of Quince Street with 10' stub. 394. Sheet 30: Text is not legible between Lots 3 & 4, Block 12. 395. Sheet 30, 31, 32, 33, 39: Revise storm sewer pipe size in rear of Blocks 7, 13, 14,18,19 & 24 to 15" minimum, adjust model and storm sewer calculations accordingly (12" only allowable on catch basin leads). Make sure all downstream pipes in system at least hydraulically equivalent to inlet pipe (or make sure size and slope equal or z! greater). 396. Sheet 31 (Comment 266, Review 2C): Make STMH 216 a CBMH and put in curb line. Not done. 397. Sheet 31: Add a sanitary sewer manhole at north end of Magnolia Street with 10' stub. 398. Sheet 31: Outlet from FES 241 and CBMH 212 doesn't match Hydrocad model. 399. Sheet 32: Outlet from CB 474 doesn't match Hydrocad model. 400. Sheet 32: Pipe label missing between CBMH 462 and 463. 401. Sheet 33: Pipe grade label from FES 6 to OCS 870 should be negative (-). 402. Sheet 33: Sanitary sewer manhole that force main ties into is missing label, RE and IE's. 403. Sheet 33, 34: For trail alignment, delete 4 culverts at County Ditch 20, add CBMH's for ditch flow onto existing 48" culvert, extend culvert as necessary to accommodate revised trail and grading contours. 404. Sheet 34: Rim elevation for OCS 243 should be set at basin HWL. 405. Sheet 34: Delete the culvert being removed in the private ditch south of County Ditch 20 east of Prairie Road. 406. Sheet 34: The Infiltration Basin 17 outlet does not match the model. Extend VMA as marked up up to the outlet. 407. Sheet 35: Model and add culvert under trail along County Ditch 20 alignment near east side of plat. This should be incorporated into the CCWD XPSWMM Atlas 14 model. 408. Sheet 35 & 39: Lower sanitary sewer run along Holly Street as marked up in plans. 409. Sheet 35: Don't show sanitary sewer improvements east of plat line along Holly Street. Hold stub back 10' from property line. 410. Sheet 36: Revise water main in Quince St and Sycamore St cul de sacs to 8" diameter. 411. Sheet 36: Outlet for CB 314 doesn't match Hydrocad. 412. Sheet 38: Text cut off top of sheet. 413. Sheet 38: Hydrant symbols missing from Kumquat Street. 414. Sheet 38: Make STMH 109 a CB and put in curb line. Delete STMH 110, adjust storm sewer lengths and inverts accordingly. 415. Sheet 38: Add 10' stub and 8" plug south of Sanitary MN 808. Add south IE to MH 808 label. 416. Sheet 38: Add "See Sheet 39" in top right corner of plan sheet. 417. Sheet 39: Pond 18 outlet doesn't match Hydrocad model. 418. Sheet 40: Sanitary sewer in 150'' Lane can be shallowed up by 4.5' 419. Sheet 40 (Comment 284, Review 2C): Correct name for "Quince St NW" on profiles. Not done, one still says "Quincy." 420. Sheet 45 (Comment 287, Review 2C): Add to note "Area beyond this may be unsuitable for supporting future structures." Not done. 421. Sheets 47-62: Freeze all proposed utility text for clarity. Keep utility lines on. 422. Sheets 55 & 59: Remove tree right on gas easement line. 423. Refer to redlined plans for other minor comments not specifically identified. Identify in response letter any other changes completed not identified in City comments or engineer's response letter. 424. Additional comments pending further review. The following comments are regarding the Hydrology Report Review 93: 301. (Item 202, Review 2C): The applicant has had discussions with the CCWD and is proposing water re -use for irrigation to meet the infiltration design requirement. Re -use calculations show approximately 90% ofthe annual irrigation demand can be achieved by stormwaterre-use and the rest by potable water supply. Howis the applicant proposing to construct an irrigation system utilizing both rause and potable water? A cross connect with the potable water supply system will not be allowed There would need to be a design or system put inplace to ensure that there is no contamination ofthe potable water supply system. Irrigation plan beingprepared and will be submitted when available. This willneedto be reviewed and approved by the City and CCWDpriorto prelfminaryplat approval as this is a key component in the stormwater design. 302. For the proposed storm sewer design tributary area map, break it into multiple maps as the text for each area is not legible. Storm sewer calculations will be reviewed in further detail in future review once map is legible and revisions to storm sewer in other comments have been incorporated into plans and calculations. See redlines storm sewer calculations for just a few noted comments. 303. (Item 211, Review 2C): For Pond 1PP as discussed in a conference call, upsize the County Ditch 20 culvert to a 60" diameter to provide additional capacity in lieu of an emergency overflow across the roadway. Verify elevation of culvert with CCWD to make slue it meets the approved County Ditch 20 profile grade. 60"shown in plans, but 48"in Hydrocad model Perdeveloper's engineer, rate control can'tbe met if 60"modeled CCWD is reviewing "SWMMmodeltosee how this affects County Ditch 20. 304. (Item 222, Review 2C): For lots with Darcy's Law calculations verifying low floor elevation, add an asterisk or note annotation in the Lot by Lot Tabulation next to each lots low floor elevation with ante at the bottom ofthe tabulation "Low floor elevation verified with Darcy's Law calculations." Not done Add note to lot tabulation for lots inVacted byDarcy's Law (see redlined lot tabulation). 305. (Item 223, Review 2C): Stormwater rause calculations to be reviewed by CCWD for alternative method in meeting infiltration requirement. Irrigation reuse phm is beingprepared, notyetsubnutted 306. Add aproposed culvert under the trail crossing in County Ditch 20 north of Block 24 on east end of project to the CCWD XPSWMM model. Add culvert to plans. 307. In stormwater report Table 2a, add labels to each descriptive area consistent with Hydrocad model (ie Reach 1R, Reach 2R, etc.) so it can easily be referenced to the Hydrocad calculations. 308. In the stormwater report Page 4, correct name of ditch to County Ditch 20 (not 10). 309. In the stormwater report Table 3, it appears the existing and proposed HWL's are switched for Pond 19PP. 310. In the Proposed Drainage Map (and in the model), Low Area 25 is not shown or modeled. 311. In the Proposed Drainage Map, Area 3P and IOP doesn't match the model. 312. In the Existing Drainage Map, Area 9E doesn't match the model. 313. In the existing Hydrocad model, start routing for Ponds 3EP, 4EP, SEP, 6EP, 7EP, 8EP and 9EP at the culvert IE. 314. In the existing Hydrocad model, for Pond 9EP the culvert is at reverse grade. Verify that this is correct. 315. For the proposed Hydrocad modelchange Reach 1R to a pond node (County Ditch 20 west of Sycamore Street) and route Pond 5PP to this as well. Tailwater from this node should impact Wetlands 4 and 5 adjacent to it and impact HWL's. HWL's of adjacent wetlands should be at least equal to the County Ditch 20 HWL. 316. In the proposed model, start routing for Ponds 3PP, 3PP (B) & 4P at the outlet invert elevation. 317. In the proposed model, set the EOF at the basin HWL. 318. In the proposed model, the Ponds 12PP & 18PP outlets don't match the plans. 319. In the proposed model, revise Pond 19PP outlet as redlined to lower the EOF. Won't affect HWL as it's still belowtheHWL. 320. In the proposed model for Ponds 131P,142P, 209P, 230P, 232P, 241P, 314P, 428P, 435P, 439P & 474P, revise minimum outlet diameter to 15" and make sure pipe lengths and grades match plans. 321. In the proposed model, route Pond 232P through Pond 230P and adjust HWL's in plans as necessary. 322. For the Darcy's Law calculations, Block 26 is missing. Revise any HWL's in Darcy's calculations as necessary based upon Hydrology continents. Block 3, Lot 3 HWL doesn't match plans/model. 323. Additional comments pending fintherreview. Note: It is a requirement that the Developer respond to each of these items in writing (pet digital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133 or Jason Law, Assistant City Engineer at (763) 767-5130. 31 PRELIMINARY PLANS FOR PLAT, GRADING, EROSION CONTROL, UTILITIES AND LANDSCAPE FOR FIELDS OF WINSLOW COVE ANDOVER, MN PREPARED FOR: LENNAR HOMES 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 CONTACT: JOSH METZER PHONE: 952-249-3000 EMAIL: JOSH.METZER@LENNAR.COM ma_'.IDITD Westwood Phone (952)937-5150 12701 Whitewater Drive, Suite 9300 Fax (952)937-5022 Minnetonka, MN 55363 Td Fee (888)937-5150 veshwodxL. Westwood Professional SerYkeA Inc PROJECT NUMBER: 0028734.00 CONTACT: RYAN M. BLUHM NO. DATE REVISION SHEETS 01 05/2121 Ott ANDWATERSHEDOOMMENIS ALL 02 07/1921 OWOOMMENIS ALL 01 07/20/21 WATERSHED COMMENTS ALL 04 07/2WI UPDATE UTILITY PIAN ALL 9 Preliminary Plat 10 Preliminary Plat 11 Overall Preliminary Grading Plan 12 Preliminary Grading Drainage & Erosion Control Plan 13 Preliminary Grading Drainage & Erosion Control Plan 14 Preliminary Grading Drainage & Erosion Control Plan 15 Preliminary Grading Drainage & Erosion Control Plan 16 Preliminary Grading Drainage & Erosion Control Plan 17 Preliminary Grading Drainage & Erosion Control Plan 18 Preliminary Grading Drainage & Erosion Control Plan 19 Preliminary Grading Drainage & Erosion Control Plan 20 Preliminary Grading Drainage & Erosion Control Plan torstancc >ei AndOVe SITE I Vicinity Map (NOT TO SG E) 37 Sheet List Table SHEET NUMBER SHEET TITLE 1 Cover 2 Existing Conditions and Removals 3 Existing Conditions and Removals 4 Existing Conditions and Removals 5 Existing Conditions and Removals 6 Overall Preliminary Plat 7 Preliminary Plat 8 Preliminary Plat 9 Preliminary Plat 10 Preliminary Plat 11 Overall Preliminary Grading Plan 12 Preliminary Grading Drainage & Erosion Control Plan 13 Preliminary Grading Drainage & Erosion Control Plan 14 Preliminary Grading Drainage & Erosion Control Plan 15 Preliminary Grading Drainage & Erosion Control Plan 16 Preliminary Grading Drainage & Erosion Control Plan 17 Preliminary Grading Drainage & Erosion Control Plan 18 Preliminary Grading Drainage & Erosion Control Plan 19 Preliminary Grading Drainage & Erosion Control Plan 20 Preliminary Grading Drainage & Erosion Control Plan 21 Preliminary Grading Drainage & Erosion Control Plan 22 Preliminary Grading Drainage & Erosion Control Plan 23 Preliminary Grading Drainage & Erosion Control Plan 24 Preliminary Grading Drainage & Erosion Control Plan 25 Preliminary Grading Drainage & Erosion Control Plan 26 Preliminary Grading Drainage & Erosion Control Plan 27 Preliminary Wetland Impact Plan 28 Overall Preliminary Utility Plan 29 Preliminary Utility Plan 30 Preliminary Utility Plan 31 Preliminary Utility Plan 32 Preliminary Utility Plan 33 Preliminary Utility Plan 34 Preliminary Utility Plan 35 Preliminary Utility Plan 36 Preliminary Utility Plan torstancc >ei AndOVe SITE I Vicinity Map (NOT TO SG E) 37 Preliminary Utility Plan 38 Preliminary Utility Plan 39 Preliminary Utility Plan 40 Preliminary Street Profiles 41 Preliminary Street Profiles 42 Preliminary Street Profiles 43 Details 44 Details 45 Details 46 Overall Landscape Plan 47 Preliminary Landscape Plan 48 Preliminary Landscape Plan 49 Preliminary Landscape Plan 50 Preliminary Landscape Plan 51 Preliminary Landscape Plan 52 Preliminary Landscape Plan 53 Preliminary Landscape Plan 54 Preliminary Landscape Plan 55 Preliminary Landscape Plan 56 Preliminary Landscape Plan 57 Preliminary Landscape Plan 58 Prelimianry Landscape Plan 59 Preliminary Landscape Plan 60 Preliminary Landscape Plan 61 Preliminary Landscape Plan 62 Landscape Notes & Details g jjLjwu0fAjk' FOR PLAT, GRADING, EROSION CONTROL, UTILITIES AND LANDSCAPE FOR FIELDS OF WINSLOW COVE ANDOVER MN INITIAL SUBMITTAL DATE: 02/19/21 SHEET: 1 OF 62 IT, aD — S I \ l TREE REMOVAL (TVP) � \ I MARY SUIllVAN 1 _I PID: 23-32-24-14-0001PROPOSED TREE LINE(TYP) I -CENTER POINTNATURAL - / /� w GAS SIGN NE COR OF THE SEI -�\ xI N. LINE OF THE NE 1/40F /4 OF SEC.' € / /R/W -T�-- I-1- I'll % t THE SE I/4 OF SEC 23 0 TCOIVE. 3Z RGE 20 q -GAS LINE IS SHOWN PER SIGNS IN THE ..+ FD. ANOK4C0ONTY CAST IRON MONUMENT A FIELD LINE WAS NOTMARKED IN THE RELD �\ Sr2 C� X11 .0T'r - 0 600-� � EXISTING TREE LINE(TYP) - ST -3 -I- _ I20,0'i` L 1 "S I � w W N I � W O }" I'. _ U 2 — C 1 n - PROPOSED A/I 1Y" _ / c� FLOODPLAIN CC NE /�//' ROT 1\ PER CCWD / O C J Q I a IS,. \.A\ II '119)"P ANENT DRAINAGE a W )HYDRANT, .1 j0 2 1 MA I &UTILITY EASEMENT "PER DOC FE N 26941003 I FLOODPLAIN Fx. a - DIP- BOUNDARY - \.,�REMO�E METAL PIPE (�) ACL 52 WM I I PARCEL 2 O N q�f- •I / A /l/ \\ a / AI ---CENTER �F� IT7C C T` / `f AY GAS SIGHT NATURiIt I /\\ -, = 0 REMOVE DR ACCESS / �� e ✓ i J_ � 4 W � N Cr Q♦ z 1). \ m A I/ // '� O 30 FT PIPELINE CONSTRUCTION, MAINTENANCE, OPERATING, REPLACING Z3,iZ 1 " 1 &TRANSPORTATION OPNATURAL GAIN 3 m o\ O w "T FAVOR O hh��INNESOTA/NTRASTATE \ 2 82 I TRANSMlSIION SYSTEM PER DOC NO. / L1OQ OI HYDIIANT QINI$'"3 CENT&P01NTNATUk 3 \ GAS SIGN 3 N J �• "i- 40 FT PERMANENT DRAINAGE ME-DiP EX Iz-PVC &UTICIFYFASEMENTPERDOC CLs2Wm I,I1iSYFnrgav NO. 2226$41.003 \ sLWLRSNe1 ` S. LINE ESETHE ;NM2F \ R E%. 12. 0 C SANITA 0.Y - IE+0]865 N4 �\ + THE SE I�OF iy23 BFWFA®Env \AA�, 3 D I - -- -- -- \QDY ' ���� _ - I 7---_ \ —_ ` -— NIS \T - - _ 'o \ I N. OF SE I/4 OF 100>1 WO THE SE 1/4 OF SEC 23 t i ? RWI CENTER OFTW(T-,` �.. . a 2 TRACTROAD S�I6 ��y SF I9 I LEGAL DESCRIPTION Call 40 Hours before dggir : PartA 1 rrman5� CMlic,le Number 116361 Th : 811 or Ca11811.w — — esm .mlaNe,, Semon 2A ImnV P32 Range 24 Arroka Cmnly, Minnrn . M� AND Th°I Par[ar fheSWNW6t(%IaRp OT tI1P50Y1A¢asI QJ°RN. SKLIM 24. T nOo3ZRmgz2q 11ymgnMll yoW4 lMyo PlatafO ct,s Rdrgwx= AND t A.,,el2 Wbstm o The NMheoll piartna/Ihe SwMemt Quarte., Sntim 23 T°wniMP 3y RmgP 24, Arwka Cmnly, Minnes°la. AND Tholpart of Nlz Nott, tQuarter of the Sweireesl Qmrtzr, Shim 23, Toxrdly 32 Rmge 24, Anoka Carmy, MlmlesoM lyag -NWCOR easterly 0 HFV tefy light -of- line 0 Budingron Northern. OF, rai0oa4 fight -a( -way. SEC. 24,9 AND FD. ANOI IRON MO The Soafi IVFf Quarter 0 the S.It Qumer, Seth 2?ATawuho M. Range 24 Amo° County, MUI,.N. AND V 100 2W 30, P.60.k etN3le ThN al Porto./the SOMhe,eet right om line Sours agt NwIIII,SMum 23Tomshp32 Range 24 Amko Cmn7•Minrwom. lyuq easferlY o/rhe easfMY right of woYlineo/Burlvgfm NwNem, lrlc mlLootl nghto%way. e REMOVAL NOTES 1 t COCIM IONS NDITIONS AN UTILITLEVAI CN5OF A.TIOSTINGTOPOGFMHYAND ION/COUTIESAS SHOWN ENTHIS GINEER AN SHALL APPROXIMATE IM MEDIATELY IFA YDIS DISCREPANCIES SITEE 1 CONDITIONS AND UTILITY LOCATIONS PRIOR TO F%CAVATIOWCONSTRUCfION THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES MF � 1 FOUND. }> °I) L COMRACTORSHALLCWW)MnUMITSOFREMOVALSWRHPROMSEDIMPROVEMEMSANDFIELDVEWNCONMEDNOFUMTING"NKENANCUTO A1, REMAIN.C'ONRACTOR SHALL BE RESPONSIBLE MR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGARON HEAD. UC4 I1111A T= MAY BE DAMAGED BY CONSTRUCTION. ml > COMPACTOR SWILL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAIMMN SITE STABILITY PRIER IO EXECUTING ANY SEE REMOVALS. Q 4. CONTRACTORMHALL BE RESPONSIBLE MRCOORDINATIONWITH E RES PROVIDERS FOR REMCIVAL MPACTOR. RELOCATION OF EXISTING UTILITIES AFFECTED BY D SITE DEVEIOPMEM ALL PF0.MR5, APPLKATIONSAND FEES AHE THE RESPONSIBILITY` OF THE COMPACTOR. F� REMOVAL LEGEND EXISTING PROMSED aF9TYiEa, df PROPERTYLINE D2/19721 PREPARED FOR: LENNAR HOMES 60536THAVENUE TH,MINNSTA55I6fi00 PLYMOUTH, MINNESOTA 55M6 IWEY M44 W'geKISUxRE9Nwax0� HT1>xU 5°:.�Ea wSOE°""°,maE,,.IAwSa,r SAW CUT PAVEMENT �_ _y peP's F_. 1.e.l e>r-.ire nP>.�= xx M Lane 1»SI v.c1m w.4o�® �>��y�� DUSTING REMOVA;S REVNroxA CHLREu CxE p aFn,°' �NDwArzuxmc°MxDxrs D.Dm CURB&GUTTER GENERAL NOTES iNNlliOxtu SLUE 1-.ilp yFAnGLLSCAIG o D"V,' DCaxMDrs SANITARY SEWER Q D]/iNit vs— -�-�- WATER MAIN 1. AN ACASURVFY WAS COMPLETED BY WESTWOOD PROFESSIONAL -.--F .\y WORPNT SERVICES ON OCTOBER 1% 202E _ - ����7/lI STORMSMER 2. TOPOGBAPHICSURVEYWASCOMPLETEEDBYWFSTWOOD PROFESSIONN SERVICES ON SEPTEMBER T?, 2020 GAS w -^--r.5-.-r-• UNDERGROUND ELECTRIC 3. AMINNESOTA ONE -CALL WAS DONE AS PART OF THE ALTASUMEY. UTILRIESARE SHOWN PER FIELD MARKINGS, SIGNS AND "FINE, (ONE OVERHEAD ELECTRIC CALLTICM NUMBERS: 2(2523600 Be 202522404) UTEUIY QUALITY LEVEL B UNDERGROUND TELEPHONE PER CVASCE M02 \ OVERHEAD TELEPHONE 4. WETUWD DELINEATION NASD TELEPHONE FIBER OPTIC PROFESSIONAL SERVICES APPROVED BY CCWD ON APRIL IST 2021. BY CCW ON CABLETEUNISON \ RETMNING WALL FENCE O CONCRETE C BITUMINOUS BUILDING TREE yFi 'Mf LIGHT FOIE jp TRAFFIC SIGN -T CONSTRUCTION BARRICADE SOIL BORING LOCATION THRUM (TREE PROTECTION REWIRED) FOUND MONUMENT (SEE LABEL) Q CAST IRON MONUMENT (SEE GEED 0 SET MONUMENT DEE (ABEL) WETLAND DEUNWTION C — ::1 FEMA FLOOD PLAIN ARG FEMA FLOOD PWN PROPOSED FLOODPUMN LINE ' PERCCIVD aF9TYiEa, df TMMC NATE D2/19721 PREPARED FOR: LENNAR HOMES 60536THAVENUE TH,MINNSTA55I6fi00 PLYMOUTH, MINNESOTA 55M6 IWEY M44 W'geKISUxRE9Nwax0� HT1>xU 5°:.�Ea wSOE°""°,maE,,.IAwSa,r FIELDS OF WINSLOW COVE ANDOVER MN �_ _y peP's F_. 1.e.l e>r-.ire nP>.�= xx M Lane 1»SI v.c1m w.4o�® �>��y�� EXISTING CONDITIONS AND REMOVALS PROJECT NUMBER: 0028734.00 /. / L �� 1 DATE 07/28/21 REVNroxA CHLREu CxE p aFn,°' �NDwArzuxmc°MxDxrs D.Dm A mnvn em e°uaE>ns iNNlliOxtu SLUE 1-.ilp yFAnGLLSCAIG o D"V,' DCaxMDrs N 1. L WlF 07/20/21 LKExSE xD 53596 Q D]/iNit 3 I 1 I 1 1 1 1 AVE COR OF THE SW 1/4 OF SEC 24, TEVP. 32. RGE. 24 FD. ANOKA COUNTY CAST IRONMONUMENT j. SO.7.; s�a 1 1 11 L 1 e 0 N. LINE OF THE," FD 712 IN PINCH TOP SW 714 QP -SEC, 24, I ,� ,EDGE OF WETIAND; =! Q STS I I I I I I II WELINEATED BYWESTWOOD PR(WESSIOWAL SERVICES P FTYP) 11I°'" b �� ST as 120 FT PERMANENT EASEMENT I[ 6V 'FDIPROAD & UTILITY PURPOSES PER DOC N0. 485693 \ I REMOVE PVC PIPE II I \ 5r v? NO BUILDINGS QBSERVE® '' ' t 5113 \ I III _ P, REMOVE DRIVEWAY ,a 0 1 1 II 2 ADDRESS NOT YET ASSIGNED COUNFY DITCM NO 20 ----- D.BC.. CNf Q %,IWI pIYM'UWPTE RECOMMENIS PID. 24-32-24-31-0007, 24-32-24-34.-001, Q piDwzl LT"[OMMENTS � f mlza'z, waiins,eocDMMuns ,n 24-32-24-43-0001, 24-32-24-33-0001, l PIam IN EXISTING CONDITIONS 24-32-24-32-0007, 23-32-24-47-0007, 5 1-1-'a" � o FIELDS OF WINSLOW COVE 23-32-24-44-0007, 23-32-24-42-0003, ( IIII 1630536TH AVENUE NORTR SUITE 6C0 N.23-32-24-43-0005SVCU AND REMOVALS 62 E unD BRIDGE PLYMOUTH, MINNESOTA SWIS Wie DTW/28/21 uctns[xo 53596 — ! II Sr Ia — �.��— — — — — \ � � REMOVE LAND BRIDGE PRO)ECT NUMBER: 0028734.00 DATE: 07/28/21 (NO CULVERTS FOUND) 3 RICKY GOTTWALDT / PID: 24-32-24-23-0006 ROGER Be DONNA REDDEN / 0 P1D: 24-32-24--0001 � 001 / 3 I 1 I 1 1 1 1 AVE COR OF THE SW 1/4 OF SEC 24, TEVP. 32. RGE. 24 FD. ANOKA COUNTY CAST IRONMONUMENT j. SO.7.; s�a 1 1 11 L 1 e 0 N. LINE OF THE," FD 712 IN PINCH TOP SW 714 QP -SEC, 24, I ,� ,EDGE OF WETIAND; =! Q STS I I I I I I II WELINEATED BYWESTWOOD PR(WESSIOWAL SERVICES P FTYP) 11I°'" b �� ST as 120 FT PERMANENT EASEMENT I[ 6V 'FDIPROAD & UTILITY PURPOSES PER DOC N0. 485693 \ I REMOVE PVC PIPE II I \ 5r v? NO BUILDINGS QBSERVE® '' ' t 5113 \ I III _ P, REMOVE DRIVEWAY ,a 0 1 1 II 2 METAL PIPE DEvcNEa- cNE ADDRESS NOT YET ASSIGNED COUNFY DITCM NO 20 ----- D.BC.. CNf Q %,IWI pIYM'UWPTE RECOMMENIS PID. 24-32-24-31-0007, 24-32-24-34.-001, Q piDwzl LT"[OMMENTS � f mlza'z, waiins,eocDMMuns ,n 24-32-24-43-0001, 24-32-24-33-0001, l PIam IN EXISTING CONDITIONS 24-32-24-32-0007, 23-32-24-47-0007, 5 1-1-'a" LENNAR HOMES FIELDS OF WINSLOW COVE 23-32-24-44-0007, 23-32-24-42-0003, ( IIII 1630536TH AVENUE NORTR SUITE 6C0 N.23-32-24-43-0005SVCU AND REMOVALS 62 E unD BRIDGE PLYMOUTH, MINNESOTA SWIS Wie DTW/28/21 uctns[xo 53596 — ! II Sr Ia — �.��— — — — — \ � � REMOVE LAND BRIDGE PRO)ECT NUMBER: 0028734.00 DATE: 07/28/21 (NO CULVERTS FOUND) 0 / PROPOSED ' 1 S'- ,tio FLOODPLAIN LINE PER CCWD ` ALL PIPE ELEVATIONS / �� REMOVE CULVERT \o� ARE TOP OF PIPE ro P) / — � 'COUNTY DITCH NO ZO � I METAL PIPE DEvcNEa- cNE Immu'mle 02/19/21 PREPARED FOR cEYzwnx D.BC.. CNf Q %,IWI pIYM'UWPTE RECOMMENIS DMWN: DfN Q piDwzl LT"[OMMENTS .musrv., r=zm mlza'z, waiins,eocDMMuns vNTKN SCPIE Q PnmU VYWR MIIIY YLW PIam IN ^nl l lelT-^r n IA ED —1-ED J,v 177 vv CJI vv"x l�-n IR OF THE NE 1/4 OF THE W 114 OF SEC 24 FD. 1121N OPEN A 2L1 a UWD BRIDGE \ I sFr/0 SW COR OF THE NE 114 OF THE SW (^I/4 OF SEC 24 112 IN OPEN -, s ISNW COROF I THF SIN i/d (: ) Ull49 Homs before digg!W: 811 or call811.com SHEET HUMBER: o W �D �RT�� OF, Westwood 3 PIam IN EXISTING CONDITIONS 5 1-1-'a" LENNAR HOMES FIELDS OF WINSLOW COVE fv" "'°"""g l- --- Ieulo�lsext N.nM 65w 01 1630536TH AVENUE NORTR SUITE 6C0 mn� Iwlencln Wim,,, AND REMOVALS 62 NWfFffW 'W E SK PLYMOUTH, MINNESOTA SWIS Wie DTW/28/21 uctns[xo 53596 ANDOVER, MN PRO)ECT NUMBER: 0028734.00 DATE: 07/28/21 3 / I II 40 FT PERMANENT DRAINAGE reg LEGAL DESCRIPTION - ` - EX. e' DIP JJ TILL TEL 12' PVC & UTILITY EASEMENT PER DOC 1 \. \\ OD \ CLS2WM SANITARY NO. 2226941003 \ , Porth ILTwrensl CerriAmh Number TI(I 1 �I SEWERsiu6\ S.UNEOTi-=HE Nk]/d OF \\ \ \ " '� ine 5aufhwat .... Se".14, Taxnelrip 3 Range 10. Anka CAny, Minmswa. F%. 12' PVC SANITARY SS IS aD2T% IE ele ss (Wj • y THESE I/ -0D, FR,23 '•• \ \\ \\ AND l ✓ � 75^7 , — — -5� \� _ \ mwga,Iamesaamm�.e.raa,NYameSw,aea,.aa,he semen z4.To.nnlP 34 Range za 6;e�gAwmmNly and.e,ranraNN I \ \. - �_ _ _ —_ _ _ `\ 1. 4I dw o/SmiMY RNIiug Oakx N. LINE OF THE SE 1140E" \'. \ 1 \ _ \ \`� AND 1 THE SE 114 OF SEC 23 100 _I IlO \ I _I /' � The Nwfheasr WarNctMe SaPMXAAQuaen SINI TAI Rwye2ANroka Caanty, Mvmetota. CENTER OF "j -j ` \ \ate I I 31 ` \ \. / / \ TRACT ROAD All �-c —� AND -� 1 \\ °,� +,i j. TPR aI o/Me NeYMwesf Quarter of Me SaaMm#Quarter, SMion 23, RnYUip 3Z Range 24 Anda CNwD,, Mhmwra, lying \ 1 / n-rY ,/ _ . �/ �¢ r 9 W-woy line Bu � I � /, �� / eastMY o/Me eashrl n M o/ HvSron NwflmAlnc mi4oa4 nghfo%way. AND EDGE OF WETLAND; DELINEATED ��yyEESTWCOD PROFESSIONAL \ \ �/' / � v / 1ire SouMmst puartm a/MeSouMeast Quarte. Levan 23, Tawnship3l Range 2A/ ko Cauny, Minnesom. \ \ O w \ �rRIi6cEs (TYPI E a \ / . / ./ .: "/ rl 1=ii AND e \ \ `�.1I/ /„ P• II III=1i I\� � T FEMA �/ /� //� /' -. fiatpartWMe SouMwen QuamrWMe souMnstQwrtw. Semon lR Township 32 Range 24, Anoka Cnnry, Minnesotglying obara \ \ - )f LN- \ \ - ✓" Tru, easterly o/Me easrMy righty -way lMe olRUHingron Narthwn ln. raJrwdngh[-al-way. r CTS/ N \ i PAR+CEL FLOODPLAIN \ \ \ \ BOUNDARY \\. %j �"` ` — — \ — — 1 DE REMOVAL NOTES t2n�I+4Y O I r \ //�f/'/'- \ / \ \ \ WE 1_ LOCATIONS AND ELEVATIONS OF EXISTING TOPoGIMPHY AND UTILITIES AS SHUWN ON THIS PIAN AREAPPROXIMATE. „ylt ' I ryclO\\. X10 / ^A, �EFIOVE PVC PIPE 1; 2 PRI CONTPARORSHALLFIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATIOWCONSTRURION. W S I i% SET THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. L_ / `f Vr IF7L_ J� r / `f / / Y�'/ - \ \ 2. CONTRACTOR SYALLCOORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND REM VERIFY CONDITION OF EXISIINGAPPURTENANCES TO REMAIN. COWRACIORSHAU. BE RESPONSIBLE FOR PROTECTING OR /' REPLACING MISCELLANEOUS ITEMS(SUCHAS FENCES, SIGNS, IRRIGATION HFAD5,EIC)THATMAYSEDAMAGEDBY E-88399I6tTPT4Is/ e / /:. I \ \ CONSTRUCTION. \ /�/Y :j'y \ O'er`+ 3. CONTRACTOR SHAL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY InI I �L'O CENTER OFTWO f/ V `\� PRIOR TO EXECUTING ANY SHE REMOVALS O 'I GAS S/GM INT NAI*CI$AL \ / TRACT�D -_s �l // REMOVE PVC PIPE -\ I w4 S y S—'—� 4. CONTRA ORSH REMMNSIBLEWRCOORDINATIONWRHUHLITYPROVIDERSFORREMOVALAND/OR Z I S T36in \/ t a — ✓�'/ E-RBSOT FEDERATION OF EXISTING RIVOESA EREDB SITED VELOPMEN ALL PERMITS, APPLICATIONS AND FEE ARE E mss "6 T'�-�'r STPT 4(� 0 ST 26 \ �� RESPONSIBILRYOFTHECONTMROR .I I REMOVEMETALPIP - - m I I NNG SIGN � N\ - — — ` }COUNTYDITCHNO.20 %� \ ~ w PROPOSED-/\ FLOODPEnlccwo' 1 REMOVAL LEGEND OUSTING PROPOSED A\ w R ILII IJ _� I ♦ \ 1ROPERTY UNE LLI \ — — — — SAW CUT PAVEMENT II I I I iv F- w m 3 I-\ \\ S\'i i \ \ OUSTING REMOVALS BV✓ "b ` 1 PIPELINE` �''� ' y( CURBSANITARYSEWERR ,III � �� � ~ c I /`�'-• -=• . 1- �y � `S\�'u `� - � PURPOSES lNFAVORO50 FT INGRESSIEGRESS FNORTHERN NATURALGAS PER DOC NOS.*9133. \ WATER MAIN O ! L'RI I `/ <: i ` \ \ 46788 Be922315 _ v a E m2ilm � .I�. 114 • I — i�.\ J \ �`r`� SEWER � �-'•-+-�s-+� HYDRANT I '` 7VN STORM Re c _ \ a \ 4 \ O e3 0 3T.30 �X wi �r GAS ( 0 S129 d \ e\i 'hh �— -+-^�"UNDERGROUND ELECTRIC {c \ o OVERHEAD ELECTRIC 1,.--30 FT PIPELINEV 'RUCTION, i ` 5.\S 50G -SW COR OF THE SW 1140E ` / _� UNDERGROUND TELEPHONE MAINTENANCE,QPEWI TING, /\\ 9I RA A SEC 24, iWP 32 4GE 24 OVERHEAD TELEPHONE 100 RjV✓ } I: REPLACING&T fySORTATIONOF ,0� � �� FD ANOKA COUNT)'.^AST eo _.-mow.-.-.- TELEPHONE FIBER OPTIC _ NATURAL GAS IN FA,/OR OF / IRON MONUMENT S UNE OFTHESE-- b SE CON OF THE Or 1 —nv _.-.-w-�.- CABLE TELEVISION 1T r- 30.0 TRAMINNESOTAINTRYSITE 1 4OFTHESE 114 . ` SEC 23, TWP 32, RGE 24 ,-FD. 7121N OPEN RETAINING WALL IS #179 ] TRANSMISSION SY}TF PER DOC NO / ` FD ANOKA COUNTY CAST ,j 15460 OF SEC 23 FD 112Th OPEN IRO MONUMENT FENCE \ F 1/21N OPE -; � � ,SEPTIC TANK COVERS ixlTw Lssue CONCRETE DFSIDxTD 1"F02/19/21 E.islOxa PREPARED FOR o:`uNDERW :r1Ia IR.Rea i.i.1..'a` `LXMH RE RE -898:93 A BITUMINOUS OR Q °.", OTYM'D.PUR1EDCDMMFNIS lv U[d5D)4xa. P PeU.NFnELWSa.' 0. axxwoT. 1 n - ��� A. EXISTING CONDITIONS p D WH MILE 9 iw 2w 300' °TM°° M� LENNAR HOMES \ AATHLEEN& ELUNDQUIST ao I TJ �� \ rt .D RP DGNT POLE \ i PIDI26-32-1 -17- 004 PID: 26 -32 -24 -II -0005 JOHN PAHL — I DANIEL LYDEN DENISE VIERVOC 9 if TRAFFIC SIGN 1631K 36TH AVENUE NORTH, SURE 600 \\ AND REMOVALS PID�26-32-24-11-0006 - \PID. 25-32-2d-22-0001 PID: 25•32-24-22-0CONSTRUCTION A °Tabu T BARMCADE D.n 07/=821 DCDVFF xo. 53596 R I +T / REMOVE TEMPORARY CUL-DE-SAC. \ � SOIL BORING LOCATION 3 \ C`.ru 11vGJ RESTORE ALL DISTURBED AREAS r IANDAPPURTENANCESTO EXISTING• _ TREE ONE PROJECT NUMBER: 0028734.00 OR BETTER CONDITION/\ D FOUND MONUMENT (SEE UMBEL) • ue 143 \`` _T r p CAST IRON MONUMENT (SEE GAI 1 \ I� LJ ` "Till . \ G \ o SET MONUMENT (SEE (ABEL) In WETLAND DEUNIATION ] FEW FLOOD PIAIN AREA FEMA FLODD PLAIN Ca11401foambeforedi,BIT, 3 IIII / LANENW _ — — — - PROPOSED NOOONNN UNE SIS OT CdIB1LCOD1 —ITN PF0.CCWD anm ixlTw Lssue SHEET NUMBER DFSIDxTD 1"F02/19/21 E.islOxa PREPARED FOR o:`uNDERW :r1Ia IR.Rea i.i.1..'a` J We A dKYID. OR Q °.", OTYM'D.PUR1EDCDMMFNIS lv U[d5D)4xa. P PeU.NFnELWSa.' 0. axxwoT. EXISTING CONDITIONS 4 1 D WH A. A °°^a1rT °TM°° M� LENNAR HOMES FIELDS OF WINSLOW COVE .�.N s,'.; "'°' '"»°"' of xDNeox.uswe 1+2uv ,"F "•.°,,, A waw:. .Truxepmwx.Dm wPwTE 1631K 36TH AVENUE NORTH, SURE 600 AND REMOVALS 62 vEnnwswe A °Tabu vnuneux PLYMOUTH, MINNESOTA 55446 D.n 07/=821 DCDVFF xo. 53596 ANDOVER MN �1Os x'�"1°L�`�"'' DATE, 07/28/21 PROJECT NUMBER: 0028734.00 EPO ♦ \ _ PER CCWD \\ \ \/� ALL PIPE ELEVATIONS / — �= _ a REMOVE CULVERT /\ ARE TOP OF PIPE QYPJ COUNTY DITCH NO. 20 / — -- / P `\ Z 48' BUR - 8 ✓� �'s REMOVE METAL PIPE Y j \\ ZE ' 'SEL REMOVE EXISTING FES \\ Sr 2AIIE EDGE9JF WETLAND; DELINEATED BY A \o\ ROFEi SERVICES (TYP) 1 IT / / \\\ aES _ \ I / L1 i _ PROPOSED \ \ FLOODPLAIN LINE \ \ 'F THE SW I/d OF L.� PER CCWD \ VP. 32, RGE 24 \\ \ 1COUNTY CAST _ IUMENT\. NNE \\ 'S DPEN 7C TANK COVERS 09093 FD IS #4741 EL & SUSAN LYDEN I DENISE VIDERVOL L ❑ TAMES & PAULA LIf�Elf/N 'Sd2-24-I2-0001 PID: 25.32-24-12-0002 i PID'ZS-32-2442-0@033 Irl A rl ll l rinn 1 ����`` I lVV I/lVVlllVly 0 _ � � 148TH LANENW Irl In STPB / \ ^nI n�rr �r .'Vu I r7Y vL7 I nI prr-EI la, VIII, I LI\ FIELDS OF WINSLOW COVE ANOQVER, MN Westwood C;." h',h3; ,'1°'""'""'" '" d,_ I�NI°°,._,�° '' y„bk r FD. 112 IN Cl M' e�oNs NECFEI. CUT Q YSRrftI CITY ANEE ANESNE0 COMMENTS COIN MIN' J I NCENCEPEMH.T3 aeiioNT<„U,E - A „,aESST, M.TEA9iFV cRMEI MATTHEW T WELNSK 07/28/21 IKFxsE nD 53596 Q oTRNn UwniEVTIIITY RnN N If \ 1 s\jjj \ \ \ L SIS , 1 \ \ q1 EASEMENT FOR ROAD & . TQ)' 9 \\ I IEE�\ 05123 \ ,,REMOVE DRIVEWAY A�IFGG cM 12p0 � Illi lily ��i _ II� II. II II Ilr. F0. 1/21N OPEN SW COR OF THE NE 1/4 OF THE SW 1/4 OF SEC 24 NWCOROI rHESW 714 L1, i OF THE SE 111 f�ll -- 114 OF SEC. III FSI I I-- 24 ]IFAI m1PARCEL 1 Lew-iI uI I IlL;,ll— d= o L p all I II _III�I A who ^Lr' �L,IoE, MIT REMOVE FIRE RING ", FIRE FD. I/2IIYCSPEN-,,NN1 RIN II I I-1 III— F'\ B_ST-U IIl�IT�UF'"��iJlll III III III II -1I, :o, -EDGE OF WETIAND; ' DELINEATED BY I WESTWOOD \\ ExE STPB 02/19/21 TYP) 3CI FIELDS OF WINSLOW COVE ANOQVER, MN Westwood C;." h',h3; ,'1°'""'""'" '" d,_ I�NI°°,._,�° '' y„bk r FD. 112 IN Cl M' e�oNs NECFEI. CUT Q YSRrftI CITY ANEE ANESNE0 COMMENTS COIN MIN' J I NCENCEPEMH.T3 aeiioNT<„U,E - A „,aESST, M.TEA9iFV cRMEI MATTHEW T WELNSK 07/28/21 IKFxsE nD 53596 Q oTRNn UwniEVTIIITY RnN N If \ 1 s\jjj \ \ \ ---.-120 FT PERMANENT \ y1 q1 EASEMENT FOR ROAD & . \�' \ UTILITY PURPOSES PER DOC N� N0.48563 \ ,1 FET 1121N OPEN ----- < \ 39^"\ 1 e \ SLINE OF THE SW I/4 SE COR OFTHE SW 114 OF -. Illi LONE WOOD RAILROAD OF SEC 24 SEC 32, RGA 24 'O \ TIE ATWPCO CO FD.ANOKA COUNTY UST a ` _ IRON MONUMENT,; LS #4741= ' F1e m\ „y\1 \ ` \ SEAN & TERRA SMITH SEVERIN & UROL BRENNY \ �3 PID: 25.32-14-21-0002 PID. -25 -32 -2d -22 -AREA \ R \ t I e`I 150TH LA LJ I. F! `- FO. 1/21N OPEN I, SCOTT WILLIAMS uF. PID: 24-32-24-43-0003 7 L C ADAM & CHRISTINEIVAN1ARCIYK Pfid 24-31-24-43-0004 w / E WANG CHING FEN P1024-32-24-43-0005 Call 48 Haws before elgglrg: 811 orcall811 com om�m rwn3lNiI oEsi�NEo ExE IIT 02/19/21 PREPARED FOR LENNAR HOMES 1630536TH AVENUE NORTH, SUITE 6W07/28/21 PLYMOUTH. MINNESOTA 55406 3CI FIELDS OF WINSLOW COVE ANOQVER, MN Westwood C;." h',h3; ,'1°'""'""'" '" d,_ I�NI°°,._,�° '' y„bk 100 ISO oEsi�NEo ExE IIT 02/19/21 PREPARED FOR LENNAR HOMES 1630536TH AVENUE NORTH, SUITE 6W07/28/21 PLYMOUTH. MINNESOTA 55406 awEuio., inivE�«r �om'I'v SPE IT I..1E.1.VNI IT, Taa 'c i^•.� FIELDS OF WINSLOW COVE ANOQVER, MN Westwood C;." h',h3; ,'1°'""'""'" '" d,_ I�NI°°,._,�° '' y„bk EXISTING CONDITIONS AND REMOVALS PROJECT NUMBER: 0028734.00 SHEET NUMBER 5 OF 62 DATE: 07/28/21 M' e�oNs NECFEI. CUT Q YSRrftI CITY ANEE ANESNE0 COMMENTS COIN MIN' J I NCENCEPEMH.T3 aeiioNT<„U,E - A „,aESST, M.TEA9iFV cRMEI MATTHEW T WELNSK 07/28/21 IKFxsE nD 53596 Q oTRNn UwniEVTIIITY RnN 21 TIS h CJI 12 22 244 � I � ,00" rm�wA 13 M i z 3 d 5 6 INRIat Issue 02/19/21 - - PROPERTY DESCRIPTION oRu6NED. CNI RmsxISO: 1f n'- - mxyxa,ror¢cw�n. N;�w°w PREPARED FOR C.E. SITE LEGEND IND TYPICAL 80' SF LOT DETAIL a RK l2) III \I III DRAWN: II - PROPERTY UNE °, ptgme NgJinnl(4wngTe SVXimvpnrtM hXm t] lwrnNyl ]2 Rmg•S4 AM°Cwnn. MM+eW¢ IpynvMyghnnMynylnµrvyflmq LENNAR HOMES BY i.x6D RFMBLnipdG SElaRa IMo tlxenpiembllrciwtlw¢ttdwb.SMiwt; ImrM.p 3E Rvnye I4MN:aCrvnry Nwmxe. 78 12 1 SER. I wAlEaxwcommFNrs - — SETBACK UNE 7 I3 2 _ uPoRrt unurt vux • PROPOSEDZONING: PLYMOUTH. MINNESOTA 5SV46 • GROSS SITE Al 21 20 19 IB 1> 22 M it I_, wEYRBDi..NE - - - - - - EASEMENTUNE 2d t6 IS 323 d 20 1 11 • NETSREAREA 12298 AC OUTLOT E II 2.05 AC 0SO96 OF NET SITE) 25 9 B ) 6 5 d 3 I i 5S VILIA LOTS(BLOCIE 13, LOTS 8-25 BLOCK 14X _.,_.....__ THROUT NRB AND GUTTER 25 LOTS 65' SINGLE FAMILY: XXXX SF 0 Im Md - - PONDNORMALWATERLEMEL 383 LOTS I i - IS i6 O 18 19 N112 ) B 11 2 • PROJECT DENS". GROSS (303un/2M25aO z 1.57 UN/AC ZB 13 12- L z9 t6 13 �I I11I I 1 �;///rte Z ulaRsuMF wuxp6p rolxE NFMEST SpIPRE wpT � i 24 13 R 21 20 t9 IB 15 ,d q sd 36 �.. 3 s ] 15 4 20 OUTLOT O / �I1 19 73 if 1 I k 2 \ �� I omtoT c I 3 I � u I � i IIT �� IS 9 d d IIINOT a 'III ID s 8 III 1 ` 3 e 6 J II 13 8 / 6 \� II 1< 9 9 d ) \ \ IIt f 325 t0 4 15 // I 16 11 id 9 t0 it IZ iJ t2 13 26 17 28 z I Call48 Hmm befDle dig9M,; INRIat Issue 02/19/21 - - PROPERTY DESCRIPTION oRu6NED. CNI RmsxISO: 1f n'- - mxyxa,ror¢cw�n. N;�w°w PREPARED FOR C.E. SITE LEGEND IND TYPICAL 80' SF LOT DETAIL EXISTING PROPOSED I DRAWN: DSM - PROPERTY UNE °, ptgme NgJinnl(4wngTe SVXimvpnrtM hXm t] lwrnNyl ]2 Rmg•S4 AM°Cwnn. MM+eW¢ IpynvMyghnnMynylnµrvyflmq LENNAR HOMES BY i.x6D RFMBLnipdG SElaRa IMo tlxenpiembllrciwtlw¢ttdwb.SMiwt; ImrM.p 3E Rvnye I4MN:aCrvnry Nwmxe. LOTUNE w1 uxF I SER. m'VBF wAlEaxwcommFNrs - — SETBACK UNE v6RIKx BCAIE 25' _ uPoRrt unurt vux • PROPOSEDZONING: PLYMOUTH. MINNESOTA 5SV46 • GROSS SITE Al 244.25 AC A. I_, wEYRBDi..NE - - - - - - EASEMENTUNE 4a50AC EXISTING GAS EASEMENT: 132AC • NETSREAREA 12298 AC CURB AND GUTTER 2.05 AC 0SO96 OF NET SITE) s' 21 I 5S VILIA LOTS(BLOCIE 13, LOTS 8-25 BLOCK 14X _.,_.....__ THROUT NRB AND GUTTER 25 LOTS 65' SINGLE FAMILY: XXXX SF 0 Im Md - - PONDNORMALWATERLEMEL 383 LOTS I i - •• SEE OUTLOT TABLE BELOW DEVELOPMENT NOTES • PROJECT DENS". GROSS (303un/2M25aO z 1.57 UN/AC NET(383un 112798aq: x 299 UN/AC L 1 AILWTUIMENSMNSMEROUNDEOwMEFAMESTSDOT. - 1P 5 Z ulaRsuMF wuxp6p rolxE NFMEST SpIPRE wpT L FRORNTSSRTNLI:URINNG L NTREF`F.PFMESDBICt TOMNK.. NECtM1 4. DPA( EMDMI VSRMRMSSI BEPROVINDMUMIYD.DWI EM'DITIT'EASEMEHRWIUM Ndilpw WFPNI WBtK UpIRIESaNDN,O,EMiaEP/E1XFxGM WaRR IfVft Of 41 PoNDS DRaygGFy I OR S S1RFEi WIDTHS MPV SFSxN FROM BKOf CUM [CYICI BACROf CURB. NL. UF/SEMFM dMFNSXNi RWppgM#WAY e 6 J II 13 8 / 6 \� II 1< 9 9 d ) \ \ IIt f 325 t0 4 15 // I 16 11 id 9 t0 it IZ iJ t2 13 26 17 28 z I Call48 Hmm befDle dig9M,; INRIat Issue 02/19/21 - - PROPERTY DESCRIPTION oRu6NED. CNI RmsxISO: 1f n'- - mxyxa,ror¢cw�n. N;�w°w PREPARED FOR C.E. CNF IND �p5ry1R1 OIYMO WR1EM191w COMMENROIYaNO WR1A91w COMMENR Mz�d•D I DRAWN: DSM p N"BO, I mr.NEN1s °, ptgme NgJinnl(4wngTe SVXimvpnrtM hXm t] lwrnNyl ]2 Rmg•S4 AM°Cwnn. MM+eW¢ IpynvMyghnnMynylnµrvyflmq LENNAR HOMES xpwzaxrR T i.x6D 0 IMo tlxenpiembllrciwtlw¢ttdwb.SMiwt; ImrM.p 3E Rvnye I4MN:aCrvnry Nwmxe. Dlr YJSAc VL SER. m'VBF wAlEaxwcommFNrs BVW9 uMrn lm. nNmf ^]M1r q-rtr 16MS 36TH AVENUE NORTH, SUITE 600 v6RIKx BCAIE 25' ylztvzl uPoRrt unurt vux • PROPOSEDZONING: PLYMOUTH. MINNESOTA 5SV46 • GROSS SITE Al 244.25 AC A. R.23AC DOSTING WETLANDS: 65.82 AC e 6 J II 13 8 / 6 \� II 1< 9 9 d ) \ \ IIt f 325 t0 4 15 // I 16 11 id 9 t0 it IZ iJ t2 13 26 17 28 z I 14 15 16 I] 18 19 ZD 21 22 23 3 13 12 / 2 ID \ � OUTLOT C TYPICAL 65' SF LOT DETAIL Call48 Hmm befDle dig9M,; 65'VILLAS 811 or caII811.com - - PROPERTY DESCRIPTION LmuxE Pa[•II C NwvF116361' 61615E 1f n'- - mxyxa,ror¢cw�n. N;�w°w MD IrM MaIpv14M•SVMmn pa"xgME3wlnnrcOwoRx. SeMm E4lomdMYRerg•MlrygnmNelYxM•nrerngMn pulq FnNiRdliny W4a IND 1486855 Mz�d•D I axx.gPwsa,m.oxaoxx.sww,zx rx„mnY Rxr•x M�¢L¢cer,�n. wM„wN¢ Np6rARvsEn RMIMUMLm DEPTH °, ptgme NgJinnl(4wngTe SVXimvpnrtM hXm t] lwrnNyl ]2 Rmg•S4 AM°Cwnn. MM+eW¢ IpynvMyghnnMynylnµrvyflmq Bwlin9l^+ NeMxn Im- m4wJ nyM.qwy. 1zr nr DAM 07/28/21 LKH,,e No 53774 IMo tlxenpiembllrciwtlw¢ttdwb.SMiwt; ImrM.p 3E Rvnye I4MN:aCrvnry Nwmxe. Dlr YJSAc VL SER. Oxtq�gOrc Ew,M1nnl O,atngtlnnTea,IP:anx Srcnmt3, Fenn,Mp ]; Poq•E4InM°Cwnd MNmv¢ IyugnnMsglM1••¢nulYnyMd mYlwd BVW9 uMrn lm. nNmf ^]M1r q-rtr DATE: 07/28/21 SITE DEVELOPMENT DATA 25' • URSTINGZONING: R -1 -SINGLE FAMILY -RURAL • PROPOSEDZONING: PUD • GROSS SITE Al 244.25 AC MAJOR RO.W. (PMIRIE RD NYO R.23AC DOSTING WETLANDS: 65.82 AC APPROX POND/R.000 AREA WOW WETLANDS): 4a50AC EXISTING GAS EASEMENT: 132AC • NETSREAREA 12298 AC • PARK DEDITATION(=OT C&Gk 2.05 AC 0SO96 OF NET SITE) • DEVELOPMENT SUMMARY 5S VILIA LOTS(BLOCIE 13, LOTS 8-25 BLOCK 14X 43LOTS 65' VILLA LOTS (BLOM 10 & 15): 25 LOTS 65' SINGLE FAMILY: 200 LOTS BP SINGLE FAMILY (BLOCK 34 & S): 35 LOTS TOTAL HOMES: 383 LOTS • PROJECTOPEN SPACE 11731 AC •• SEE OUTLOT TABLE BELOW • PROJECT DENS". GROSS (303un/2M25aO z 1.57 UN/AC NET(383un 112798aq: x 299 UN/AC 14 15 16 I] 18 19 ZD 21 22 23 3 13 12 / 2 ID \ � OUTLOT C TYPICAL 65' SF LOT DETAIL TYPICAL VILLA LOT DETAIL — 4 IF I r 21M XXXXSF— I I. I is I Ir I dMFH510N BRU O B]GXI9FWRY LOT STANDARDS STANDARD 55 -VILLAS 65'VILLAS 65- SINGLE FAMILY RDw LmuxE I 61615E 61815E Mmil ..ILO . IrM — I 1486855 WxIMUM Lm WmT1 I •. I Np6rARvsEn RMIMUMLm DEPTH 1zr 21„ 1zr nr DAM 07/28/21 LKH,,e No 53774 s Dlr YJSAc VL SER. D W51UND/DEEM IMIF XXXXSF az]z Ac DATE: 07/28/21 SROM 25' CRT I. Lm MEA 9DE IHIFPAR Sm pl. I I L — _ 0 In/IY,Mtt1TN 'Am(DRNTRIm Br 2S' 15 I Sr REM L –FS.-- – FROMIBRUNFR SElb1ER dyyryRyEa 1YPKALLm VIWIY FASFMEM W.1FNsgN NNAI TYPICAL VILLA LOT DETAIL — 4 IF I r 21M XXXXSF— I I. I is I Ir I dMFH510N BRU O B]GXI9FWRY LOT STANDARDS STANDARD 55 -VILLAS 65'VILLAS 65- SINGLE FAMILY 80' SINGLE FAMILY MIRIMUMLDIMN TA55T 61615E 61815E Mmil ..ILO . 9.1M54 KW129 MPUBSE 1486855 WxIMUM Lm WmT1 SYVERISBR 6"No. OPOSAIUM q'V TRise[ RMIMUMLm DEPTH 1zr 'B' 1zr nr DAM 07/28/21 LKH,,e No 53774 wETIAND]OPEN SPRCE Dlr YJSAc VL SER. D W51UND/DEEM IMIF C1ry az]z Ac DATE: 07/28/21 SROM 25' CRT ,0. Br 9DE IHIFPAR Sm 15'"St'M. 15'/15'1MIAL I.5'/15Z15'MiY In/IY,Mtt1TN 'Am(DRNTRIm Br 2S' zs Sr REM Br PV ss r .N ECMNERLOT SFIYCR OF EP M, OUTLOT TABLE X —O USE OWNERSHIP GROSS SHEET NUMBER NEvd/-DRUO11xB� IR..ANE CR�NOEµD M I. Westwood AREA 6 F. UP TK wFM ROCTA A WE11 1OMNCFK1111oRMW FPdp C11Y ,Sw aC R OPENVRCE CRY U.9BAc OF H .MMR M[II) AMCC CT' .1. {/�^/� DAM 07/28/21 LKH,,e No 53774 wETIAND]OPEN SPRCE Dlr YJSAc VL D W51UND/DEEM IMIF C1ry az]z Ac DATE: 07/28/21 WEIUND/OPENSPACE CRT ,0. ATTR LEIPNF1 Id, RC D' FOO Oar Bar SHEET NUMBER NEvd/-DRUO11xB� IR..ANE CR�NOEµD M I. Westwood 6 F. UP TK wFM ROCTA OVERALL PRELIMINARY FIELDS OF WINSLOW COVE :�I:.S°� "'°' OF H .MMR .: r.> I®luls,m M"Fie•.:r"u.Mw PLAT {/�^/� DAM 07/28/21 LKH,,e No 53774 ANDOVER MIN °'""m°G,d¢•bJEwtly W¢ VL PROJECT NUMBER: 0028734.00 DATE: 07/28/21 ' 1 \ Cell 40 Hours beton diggly: 811 or call811.com II I \ \ \ s\ 1 1 1 I I FWIAPoUO I I -' , _ ��4 \ 5 7/ 8� y" I i 3 `� �'1 •t rE r3, ar js 6♦ '�� .. T \ y \ mJL , 1 LaJ LaJ LsJ L� I�our I�OTL= vr' b , i 16 ...5 I.,: 3 ,2 I I r��rl 1 s 1 •1 2 3 4 5 6 7 8 Its i �g � m♦ oFOA .'T'l� JLxxJ L�JL wJ LaJL�JI 9�». � .� �. ?. III �"" .1 — ' —. 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L INSXI wa. 07/28/21 U.141IMo 53596 K^I50PiO [, 0'aw, U."mwTY Pun - ou xiKw"Fn°w' o�ar�m Pare 07/28/21 t MEI 53596 FIELDS OF WINSLOW COVE ANDOVER MN P4-1pML'.t. Call U Hours bekm diggiig: 811 orca11811.com —cera X 100' Ixmuswe 02/19/21 °FSNx[°. w[ aaasmrs M. PREPARED FOR OIRN'D. w[ Q avavxF arrnxgwnluwFn c°mmum DM 0 a�wF LENNAR HOMES xan°nxruswe r=im g124iF wnFesNF°mNwFNrs lfi3 05 WH AVENUE NOUH, SURE M vFxMu ttnFe 0 O1%aVl Uy°NUUPU11.14 PLYMOUTH, MINNESOTA SS ou xiKw"Fn°w' o�ar�m Pare 07/28/21 t MEI 53596 FIELDS OF WINSLOW COVE ANDOVER MN P4-1pML'.t. Call U Hours bekm diggiig: 811 orca11811.com —cera X 100' SHEET 8 NUMBER PRELIMINARY PLAT °` PROJECT NUMBER 0028734.00 Dare 07/28/21 62 M. 3M' SHEET 8 NUMBER PRELIMINARY PLAT °` PROJECT NUMBER 0028734.00 Dare 07/28/21 62 �` ` ,,,. J r i rNpawwxme \ \ \ . \ �0 'G 8..,.1 J` \ 'f d '. �1'sG �x� ` / �s •ZS "r �{ F y F �I _ Call 4BHw Jiggly: I � 1R. 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"4 y061`\\ I ( 6 3 `�3• � ;.K; , <✓^ \ 6 •"" , � �-/'" ""'F° m I \\� �� v _ � r// / � \�' +. 24 J a ",r i<•4 \I �5 1 • jam,.%. �/i�� i1,/ :' \�/ \'`, �\1 1 P� r w ILL OUTLOT AL Z FOND All, I I I I I I �` 14 r L ° v�\ U.• ,8 ,tet vLT' V J 1 r '^�-7, \\ 11 IIFII; i �� I ��� !• Y 4 vc •., m �/n�.\�,,J, 1 5 I; \\._ �, \\ II r \\(l , ^ `\ \%' �ALT 11 `� - - + \ fly App n: I a ton 20Y Sar IMIIPLBUE /19 02%(1 CfsIGNEO. Cxi REV9MR PREPARED FOR: C.. C. 6veiai °a.x6wAxNrsxmcvEecxis LENNAR HOMES x nannuxrtu sw "gym Q vxenusirwa: A ,." ., u➢uir nAry FIELDS OF WINSLOW COVENm,m. 16MS 36TH AVENUE NORTH, SUITE 6W PLYMOUTH, MINNESOTA SW6 PRELIMINARY PLAT °` MATHEWLW NR SHEET NUMBER M �..�"'" g af...xmM� FIELDS OF WINSLOW COVENm,m. 0 `N"`" ' PRELIMINARY PLAT °` MATHEWLW NR nrs Iolma.m G� r' Te 07/28/21 53596 fNfxsE rro. ANDOVER MN . a.mrn.E.a.rx..iaE. V PROTECT NUMBER: 0028734.00 we 07/28/21 JF7 " GIl M H ll l d,,!,: 811a0nmmal1811.com MF 2 rano .. /, � `\ >f.uw � _•---�_ = :" ..�- - ,IL // .r�°�'�� �6 � as nw rurvxe mnl /���• sY``^ae `=— = --�•� / YI. i � /%/' �� % J iV f g' \� "N i Z. I I \ 1 I � I I � I OUTLOT D / r� �illl /r 4./Al w �. � � / •' -r SIL 177 7 t oD E 1 D.•s \ J cNKYFU (NZ J i�l�r1 J v[Rr[suw, � 3aa 3[O' ] � ���'°"`"°° it L....• ii j+ 12; II ,2,D6,i v 5 12 �I —J L ---� i 1� Dai , oD E 1 02/19/21 ORhVOWPi.DC ..M an 0.iXF➢COMMFNIS \ J cNKYFU (NZ �� 3 E "23 v[Rr[suw, � 3aa 3[O' ] � ���'°"`"°° iff 5 ANDOVER MN `""°iee°^°^'E'�s"b�" 1� PROTECT NUMBER: 0028734.00 Dare 07/28/21 Dai , oD INmuissue xmscxs AWVtl � mnv:1 Q Dl/LYZI Q mnvzi A 02/19/21 ORhVOWPi.DC ..M an 0.iXF➢COMMFNIS PREPARED FOR: LENNAR HOMES 16305 36TH NORTH. 594E EW TH, MIN MINNESDTR 55EE6 PLYMOUTH, cNKYFU (NZ D.. u NDNZON/NSCDIE 1'=ID] v[Rr[suw, FIELDS OF WINSLOW COVE It m \ ounoT E 26 X SHEET NUMREk , - 10 a 100' FIELDS OF WINSLOW COVE 3aa 3[O' ] � ���'°"`"°° �� 07 28/21 53$96 Dne / ucrmexD. ANDOVER MN `""°iee°^°^'E'�s"b�" PROTECT NUMBER: 0028734.00 Dare 07/28/21 �I rrl / g, olWMwE / / / /' 1 / X SHEET NUMREk 10 a 100' FIELDS OF WINSLOW COVE 3aa 3[O' SHEET NUMREk 10 Dd FIELDS OF WINSLOW COVE �," wig;; PRELIMINARY PLAT D` � ���'°"`"°° �� 07 28/21 53$96 Dne / ucrmexD. ANDOVER MN `""°iee°^°^'E'�s"b�" PROTECT NUMBER: 0028734.00 Dare 07/28/21 I I I 1 l 1 / I\ I � I I � c 1 I GRADING & DRAINAGE NOTES 1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/SURER GRADES UNLESS OTHERWISE NOTED. Z REFER TO THE SDE PIANPRECORD PIAT FOR MOST CEMENT FIORIZONTAL SITE DIMENSIONS AND LAYOUT. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF METING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PIAN. 4. ALLCONMLICTIONSFWLLCONEORMTOLMI-RUI£S. S. POSRNE DRAINAGEFROMTHESITE MUST BEPROVIDEDATALLTIMES 6. SITE TS LOCATED WITHIN THE COON CREEK WATERSHED DMI[7F. EROSION CONTROL NOTES I. ALL SILT FENCE AND OTHER EROSION f ONIROL FEATURES SHAL BE IN PEACE PRIOR IO ANY DBCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER NAS BEEN ESTABUSHED. EMSTING SILT FENCE ON -SME SHALL BE MAINTAINEDAND OR REMPFEDANDSHALLBECONSIDEREDINCIDEWA TOTHEGMDINGCONTRACT. ITISOF EETREME IMPORTANCE TO BEAWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING DIKES. MAY BALES. ETC REQUIRED BY THE CITY SWILL BE INCIDENTAL TO THE GRADING CONTRACT. 2 ALL STREETS DISTURBED WRING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 3 REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS VERNON SO FEET OF SURFACE WATERS REDUNDANT SEDIMENT CONTROLS COULD INCLUDE 3.1. TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET): OR 3LZ SILT FENCE AND A TOPSOIL BEAM (STABILIZE BERM WITH MULCHK OR 3d. SILT FENCE AND FIBER LOGS:OR M. TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH). 4. REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN SO FEET OF THE SURFACE WATER S CONTRACTOR SHALL REMOVE INLET PROTECTION PRIOR TO WINTER FREEZE AND REINSTALL INN THE SPRING IF SITE STABILIZATION LYS NOT BEEN COMPLETED. OR AT THE DIRECTION OF THE CITY ENGINEER LWIFR aENING LOT CRANIA EIL N.N 'a LOI HVMNR 99 1 ov N.GEuuRw Ow I wo mMl av WNIMYM MSfMfN11lOJ0. FILVAIpN ERIXrtGRAPE ELEVATION a DRNEwAY wv . GRADED FM DIM[RENCE RAW GAMGF FL 1..GMLf1.1RDI1IFRNUF RON UMCF RC t EIE MNON TO LONESI ORN ING R . CiMDEDIRROU."ISENEE FIN. GAMQRWR DEVAIMM lO IO.V F51 OIINMG 10. FOD) ROR FEOI4L%[Rf MFfN4FNYEAXp RMfI FFODI1p1T �Z. ADUBC.DFBRKRUI MEENGMA . ll.IF.11A 1T TYPICAL LOT LENGEND BBBBBBB o CUT AREA X 0 nu AREA CBA 48 HON. Belle KA i,, 811 or ca11811.com D 2W 4N GOO' INnMLIss°e 02/19/21 SHEET NUMBEk xL RAIIR w �: µ.M» DEscNED `"F AEnsoxL 11 R,T,RDATLO.-GR,A PREPARED FOR: aFCMu cvr 0 asrsvE, OwF,ID WF1ERiy[O [RMMENrs FIELDS OF WINSLOW COVE:" m u'm ""'" """ •� �+=' ° DF A DNF., KIwCOMM." — w.ln,^m LENNAR HOMES MNLOMLLSGLLe 1'.Nq Q wayEE wAlE0.piEDCOMM[MR IB � Q PAS., ..RY RUN DATE: 07/28/21 PLYMOUTH MINNESOTA OTA S6 I\ I � I I � c 1 I GRADING & DRAINAGE NOTES 1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/SURER GRADES UNLESS OTHERWISE NOTED. Z REFER TO THE SDE PIANPRECORD PIAT FOR MOST CEMENT FIORIZONTAL SITE DIMENSIONS AND LAYOUT. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF METING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PIAN. 4. ALLCONMLICTIONSFWLLCONEORMTOLMI-RUI£S. S. POSRNE DRAINAGEFROMTHESITE MUST BEPROVIDEDATALLTIMES 6. SITE TS LOCATED WITHIN THE COON CREEK WATERSHED DMI[7F. EROSION CONTROL NOTES I. ALL SILT FENCE AND OTHER EROSION f ONIROL FEATURES SHAL BE IN PEACE PRIOR IO ANY DBCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER NAS BEEN ESTABUSHED. EMSTING SILT FENCE ON -SME SHALL BE MAINTAINEDAND OR REMPFEDANDSHALLBECONSIDEREDINCIDEWA TOTHEGMDINGCONTRACT. ITISOF EETREME IMPORTANCE TO BEAWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING DIKES. MAY BALES. ETC REQUIRED BY THE CITY SWILL BE INCIDENTAL TO THE GRADING CONTRACT. 2 ALL STREETS DISTURBED WRING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 3 REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS VERNON SO FEET OF SURFACE WATERS REDUNDANT SEDIMENT CONTROLS COULD INCLUDE 3.1. TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET): OR 3LZ SILT FENCE AND A TOPSOIL BEAM (STABILIZE BERM WITH MULCHK OR 3d. SILT FENCE AND FIBER LOGS:OR M. TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH). 4. REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN SO FEET OF THE SURFACE WATER S CONTRACTOR SHALL REMOVE INLET PROTECTION PRIOR TO WINTER FREEZE AND REINSTALL INN THE SPRING IF SITE STABILIZATION LYS NOT BEEN COMPLETED. OR AT THE DIRECTION OF THE CITY ENGINEER LWIFR aENING LOT CRANIA EIL N.N 'a LOI HVMNR 99 1 ov N.GEuuRw Ow I wo mMl av WNIMYM MSfMfN11lOJ0. FILVAIpN ERIXrtGRAPE ELEVATION a DRNEwAY wv . GRADED FM DIM[RENCE RAW GAMGF FL 1..GMLf1.1RDI1IFRNUF RON UMCF RC t EIE MNON TO LONESI ORN ING R . CiMDEDIRROU."ISENEE FIN. GAMQRWR DEVAIMM lO IO.V F51 OIINMG 10. FOD) ROR FEOI4L%[Rf MFfN4FNYEAXp RMfI FFODI1p1T �Z. ADUBC.DFBRKRUI MEENGMA . ll.IF.11A 1T TYPICAL LOT LENGEND BBBBBBB o CUT AREA X 0 nu AREA CBA 48 HON. Belle KA i,, 811 or ca11811.com D 2W 4N GOO' SHEET NUMBEk xL RAIIR w �: µ.M» Westwood -,�� w 11 R,T,RDATLO.-GR,A Al J)V I\ I � I I � c 1 I GRADING & DRAINAGE NOTES 1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/SURER GRADES UNLESS OTHERWISE NOTED. Z REFER TO THE SDE PIANPRECORD PIAT FOR MOST CEMENT FIORIZONTAL SITE DIMENSIONS AND LAYOUT. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF METING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PIAN. 4. ALLCONMLICTIONSFWLLCONEORMTOLMI-RUI£S. S. POSRNE DRAINAGEFROMTHESITE MUST BEPROVIDEDATALLTIMES 6. SITE TS LOCATED WITHIN THE COON CREEK WATERSHED DMI[7F. EROSION CONTROL NOTES I. ALL SILT FENCE AND OTHER EROSION f ONIROL FEATURES SHAL BE IN PEACE PRIOR IO ANY DBCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER NAS BEEN ESTABUSHED. EMSTING SILT FENCE ON -SME SHALL BE MAINTAINEDAND OR REMPFEDANDSHALLBECONSIDEREDINCIDEWA TOTHEGMDINGCONTRACT. ITISOF EETREME IMPORTANCE TO BEAWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING DIKES. MAY BALES. ETC REQUIRED BY THE CITY SWILL BE INCIDENTAL TO THE GRADING CONTRACT. 2 ALL STREETS DISTURBED WRING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 3 REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS VERNON SO FEET OF SURFACE WATERS REDUNDANT SEDIMENT CONTROLS COULD INCLUDE 3.1. TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET): OR 3LZ SILT FENCE AND A TOPSOIL BEAM (STABILIZE BERM WITH MULCHK OR 3d. SILT FENCE AND FIBER LOGS:OR M. TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH). 4. REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN SO FEET OF THE SURFACE WATER S CONTRACTOR SHALL REMOVE INLET PROTECTION PRIOR TO WINTER FREEZE AND REINSTALL INN THE SPRING IF SITE STABILIZATION LYS NOT BEEN COMPLETED. OR AT THE DIRECTION OF THE CITY ENGINEER LWIFR aENING LOT CRANIA EIL N.N 'a LOI HVMNR 99 1 ov N.GEuuRw Ow I wo mMl av WNIMYM MSfMfN11lOJ0. FILVAIpN ERIXrtGRAPE ELEVATION a DRNEwAY wv . GRADED FM DIM[RENCE RAW GAMGF FL 1..GMLf1.1RDI1IFRNUF RON UMCF RC t EIE MNON TO LONESI ORN ING R . CiMDEDIRROU."ISENEE FIN. GAMQRWR DEVAIMM lO IO.V F51 OIINMG 10. FOD) ROR FEOI4L%[Rf MFfN4FNYEAXp RMfI FFODI1p1T �Z. ADUBC.DFBRKRUI MEENGMA . ll.IF.11A 1T TYPICAL LOT LENGEND BBBBBBB o CUT AREA X 0 nu AREA CBA 48 HON. Belle KA i,, 811 or ca11811.com D 2W 4N GOO' SHEET NUMBEk xL RAIIR w �: µ.M» Westwood -,�� w 11 R,T,RDATLO.-GR,A OVERALL PRELIMINARY FIELDS OF WINSLOW COVE:" m u'm ""'" """ •� �+=' DF wwx M. LUHM — w.ln,^m GRADING PLAN 62 wn. 07/28/21aws,No 41257 ANDUVLR. MN PROJECT NUMBER: 0028734.00 DATE: 07/28/21 •_ �/ IPI II 1 � .2 IST -1 'HWLNA �_ _______y S ° \� / �o�Y: _ ~—�L-$a-�.^•m '�' ns TEDIME�Ni ✓ L ITAREAI I �-�J \ ` t CONTROL RYP) 900.49 O DDnfr=e972 W4-8975 1 --- \ \` I I I •�- sI ---I Elf LP J lI 8561 o Z I 89].1]— z W s9e.o1 O 1 rf / � ``� � / \ / SILT FR) UTP) zOUTUET= BOTT M8]= 6.0 I� - Z I � I / � � / / 9 °�\ �• 93�f�h HWL=E89.S I m� / by � _- ` CY �d � 65o.4•r // tN.rmaa° —°" — — � / 1' r _ 4" ) ) i q EDF. 101 -i X INIOUMVR, LOW FLOOR = 8970 SHEET NUMBER oFSMMFo- FES -411 9P) 0 INLfi= INLET SEDIMENT CONTROL (rYP) EO 4kY. GRADING AND EROSION e,Ezn l HWFIR F1=8950 1 6 SILT fENCE(TYP) 89950 1S N3LET=893.0 89308 896", : A 0521/21 QTYANOWARR9rtPCOMMFNR DRAINAGE &EROSION C.S A M L H 41•d�E 4kAA) 'rr Ra,O.FRN,T HWL 0949 . ,,innl1/ HgULOMALSW[ A99A92T rr er rE:K r r.4 rl rY rrr � ♦, I!` try r, -/•Yt? .. r`r' �' ,r E PROJECT NUMBER: 0028734.00 1630536THAVENUE NORTSI11TE EW VFg1 N' Q °low" uwRuflulFvux IMERVALCONTOUR PLYMOUTH, MINNESOTAA55146 Q STORM SEWER " TREEUNE OINLETPROTECCON PROPOSED /J� PROPERTY UNE •_ �/ IPI II 1 � .2 IST -1 'HWLNA �_ _______y S ° \� / �o�Y: _ ~—�L-$a-�.^•m '�' ns TEDIME�Ni ✓ L ITAREAI I �-�J \ ` t CONTROL RYP) 900.49 O DDnfr=e972 W4-8975 1 --- \ \` I I I •�- sI ---I Elf LP J lI 8561 o Z I 89].1]— z W s9e.o1 O 1 rf / � ``� � / \ / SILT FR) UTP) zOUTUET= BOTT M8]= 6.0 I� - Z I � I / � � / / 9 °�\ �• 93�f�h HWL=E89.S I m� / by � _- ` CY �d � 65o.4•r // tN.rmaa° —°" — — � / 1' r _ 4" ) ) i q EDF. 101 -i r / OVTLEr-696.1' NWi896.6 I I /1 � � - - _ _ ,¢, _//1 ��r■- 3���; 189411 II 51 all 16 � v�-- --' I i'�� i POOUfI°O BOTTOM -860. \\ \ 1 1 x r 0—O----11 B B �� I i I I I n ti- —=.� 1, �� I �� 6 i le� � I � SEE SHEET 16 X INIOUMVR, 02/19/21 SHEET NUMBER oFSMMFo- aF wlv 4kY. GRADING AND EROSION PREPARED FOR \ Cxi A 0521/21 QTYANOWARR9rtPCOMMFNR DRAINAGE &EROSION C.S A M L H 41•d�E 4kAA) 'rr Ra,O.FRN,T ,,innl1/ HgULOMALSW[ A99A92T rr er rE:K r r.4 rl rY rrr � ♦, I!` try r, -/•Yt? .. r`r' �' ,r WAlF0.5XEONMMFHR PROJECT NUMBER: 0028734.00 1630536THAVENUE NORTSI11TE EW VFg1 N' Q °low" uwRuflulFvux IMERVALCONTOUR PLYMOUTH, MINNESOTAA55146 Q STORM SEWER r / OVTLEr-696.1' NWi896.6 I I /1 � � - - _ _ ,¢, _//1 ��r■- 3���; 189411 II 51 all 16 � v�-- --' I i'�� i POOUfI°O BOTTOM -860. \\ \ 1 1 x r 0—O----11 B B �� I i I I I n ti- —=.� 1, �� I �� 6 i le� � I � SEE SHEET 16 \ r 4\I R a�s \ X INIOUMVR, 02/19/21 SHEET NUMBER oFSMMFo- aF wlv FFS-027 GRADING AND EROSION PREPARED FOR CNFCRF� Cxi A 0521/21 QTYANOWARR9rtPCOMMFNR DRAINAGE &EROSION C.S A M L H Ra,O.FRN,T LENNAR HOMES HgULOMALSW[ A99A92T Q PROPERTY UNE .. 0i2W21 WAlF0.5XEONMMFHR PROJECT NUMBER: 0028734.00 1630536THAVENUE NORTSI11TE EW VFg1 N' Q °low" uwRuflulFvux IMERVALCONTOUR PLYMOUTH, MINNESOTAA55146 Q \ r 4\I R a�s \ X CBII40 HOUfs b.k. Elg9i,: SHEET NUMBER MN 1 ° M„ warts 811 or call811.com FFS-027 GRADING AND EROSION 37'INLET=E CONTROL LEGEND HWL=0916 "�w DRAINAGE &EROSION C.S A M L H rM _ SI EXISTING oAiE °7/28/2'uENxo41257 ANDOVER MN PROPERTY UNE .. SOIL BOWNGLOCATION PROJECT NUMBER: 0028734.00 -- — - INDU CONTOUR IMERVALCONTOUR — SPOTEIEVARON STORM SEWER " TREEUNE OINLETPROTECCON PROPOSED PROPERTY UNE A 014-f9 SOIL BORING-OTION INDERCONTOUR INTERVALCONTOUR m W • 90000 SPOT ELEVATION HP/0 • 900.00 HIGWUZNV PONT ��Er�� vJ •CL -CL CL -CL ELEVATION - 9AW PROPOSED GRADE �TW=XXX.XP TOP AND BOTTOM 1 `•, RW=XXX.XX OF WANING WALL EOF.-M♦ EMERGENCY OVERFLOW .. STORM SEWER ✓L TREE NNE — POND NORMkLWATER LEVEL SILT FENCE EROSION CONTROL d0000% CHECKS/BIOROLIS ROCK NTSTRUCTION ERAN E ®/ EROSION CONTROL BIANKET I — WETLAND 1 O WETLAND BUFFER 1 I 1 II ® WEIIAND FILL WETLAND RESTORATION 1 Sol 2tl MAINTENANCE ACCESS — — — PROPOSED FLOODPINN UNE PERCCWD _........ 100 VFAR HWL X SHEET NUMBER MN 1 ° M„ warts 150' Wim�d PRELIMINARY GRADING lw a SO' SHEET NUMBER MN 1 ° M„ warts Wim�d PRELIMINARY GRADING 12 FIELDS OF WINSLOW COVE "�w DRAINAGE &EROSION A M L H rM _ SI oAiE °7/28/2'uENxo41257 ANDOVER MN CONTROL PLAN PROJECT NUMBER: 0028734.00 Ogre 07/26/21 ' 1 J CRIT 40 Hwm Bekm mggbg: 811 or caII811.com I LP FOE 30 693.W 89607 27'INL \ 1 ROCK CONSTRUCTION - E 2]'INlfT=889.5 \ 1 SILTFENCEMP) FE -241 f "�M HWL=8916 COP 1 EMRPNQ (IYPJ ll SILT FENCE MP) LP 15'INLET=B9].] GRADING AND EROSION 898.W ' ,t '' 89772 HwL=8996 CONTROL LEGEND _. _ & 899.89 ."! ��- _ ��--� I� --9 t rF \ �I II II Ilii _� __— „r. ^�1 C. T :xIS,ING I T. } �. "A".PMPERTY .ONTO J SOIL BORING LOCATION I L •I — I II' I I. i1� '1 �( 1 , ,�J 11 I a INDOICONT°U0. 10 II I �.I 7�1 tP 1 1 11 d MERVA CONTOUR SMTELEVATION ® R 3 -6 Ih w ,1 �..�i 4 5 6 ] d g I I I II 1 � f i i '1 � 1 2 I I r '* \ SW .1W ( R I I I ® I I I R 4 5 1 d�� RIs wuP 0 9 i t -.. ® I ® ® � ® iROEE LINE INLET PROTECTION PKIMSED L ROPERTYUNE SN,¢W�8_89.1�m _ Ott ro�1° 7!- --tea m 0 ss,9 SOIL BORING IOGipN 899.91 - ° ---¢ '^ted J `99)9• g tT CL -CL ftp - INOUE CONTOUR e 1 - _ x-982— INTERVALCONTOUR 11 B9R 1D _ r f G r -L_ .900.00 SPOT ELEVATION �e J. e T-- it rt� HP/LP HIGWLOW MINT 900A0 900.00 [L{LELEVATION PROPOSED GRADE RSW III 6 ' R — 1 i1 111 I I f l TW=)UULXX TO W%%lO(% OFRETAINING WALL IIy EMERGENCYOVERPLOW ,y QF yI ! -_ E°. Vie— STORM SEWER L__ L�'�.—i � �$ TKEUNE FOND NORMAL WATER LEVEL SILT FENCE r 3 r8� 9L=--- _ ] �11 1 %Ei1i�� —771 EROSION CONTROL ___--�r I 0040C`% CHECFS/BIOROS RCCKCONSTRUK7ION21 19 18 ENTRANCE \}°�, \ 22 EROSION CONTROL BLANKET 12 I /� 11 x , ,�� tEd I \\\ ft R I R 1 -R WETLAND / '\\ ® ® ® ® Q 0 WETLAND BUFFER 11 pgB�S 'I i' SO0 WETLAND FILL 23 NP O WETLAND RESTORATION 14 LP ; W� 1 1 1 \ \ • / I ® 2VNNLi MNTENAACCESS ,i 1 � +` 1 � _�-�—� .W 937 ,1 1 I PROPOSED FLOODPWN UNE _ �CT 1350956 ut C 16 1 1 1 1 �O 1 IWLe096.0 r. 9e 1 8 I ,NRw MVL 02/19/21 SHEET NUMBER 90141 ey xLNSgMl PRELIMINARY GRADING PER COND F- -------------- ,W YEAR HWL I I I I I I I 11 1 1 \ 1 18 27a� 11 fi��—' j 'i.�C� HwL=esuB 1 11 \ 19 3 1 1 �� _ � ` 1 , n6� t 1 i ', SEE SHEET 17 \ „ . � .SEE SHEET i6 � � ,NRw MVL 02/19/21 SHEET NUMBER D110PNID ey xLNSgMl PRELIMINARY GRADING PREPARED FOR aLc¢D m � DLrsw, °lr„xDwA1FxR,mcDMME„rs DRAINAGE & EROSION °` D.. °”" � aN,wz, rnrcoMMwrs LENNAR HOMES NgUZON,PZSGtf 14gfI15' A CONTROL PLAN 16b5MOTH, YEA1.ZSULL' A Wnwli L.1ZDOZION. PROJECT NUMBER: 0028734.00 SWSUI68']0 MINNUE NESOTH.A PLYMOUTH, MINNf50ip SX°6Ins SHEET NUMBER PRELIMINARY GRADING 13 FIELDS OF WINSLOW COVE Mu=� .:: »"w DRAINAGE & EROSION °` BLUHM 62 0RYAN 7/28(21 ucL„FE„D, 41257 ANDOVER, MN—°^�F-'°-^� CONTROL PLAN PROJECT NUMBER: 0028734.00 DATE 07/28/21 - J I.P'I I02/19/21 z weu umawlu ,xlnn„w wxxewu DIUSII Cff /J 14 / as°xu e M--241IS- rnYAxvwArD¢HSD CDMsvxrs 91Li LENGE LTVPI INLET=89].] �� A Dr/199. I ..NNINN, E ML -898.5898.6 LENNAR HOMES � B9].R PROJECT NUMBER: 0028734.00 163D5 367H WRII B., .KUTRFY.N ro \ PLYMOUTH, MINNESOTA 55446 0 . I� —. a 7 Iliz I 90c 6 I �j�$l �I II q I �Ir —L1 S 811 or ca11811.com L � l GRADING AND EROSION .. - - —�—�—'—.—.—. '---'---'--=----(.—.—couNly. CONTROL LEGEND PARK (2) /- — 1 ` — �EXISTING PROPERTY LINE DIT 3 ' S SOIL BORING LOURON i — I DITCH - rte., - \ 1 NWL=891.6 — — INDOXCONTOUR HWL=891.] 0 ` 892\I ./ (',� •y ��♦ \ I I SPOT ELEVATION WR STORM SEWER ® 11® I 8 I I TREE UNE IN — —Ia-qty- 1•—..` \ \� �s\B \ I n O INLET PROTECTION \ INLE15f OIMENi CONTROL (NP) I I I \\_ \ o PROPOSED H 269 0198 mlll I ` \` I V PROPERTY LINE $ `g� 1 r — O W,, SOIL BORING LOCATION LI I I 1 I SII _9P0� INDU COWDAR �98a— INTERVAL -CONTOUR '„00.00 SPOT ELEVATION PAP I I ql I I I Ei I [LLL HIGWLOW POINT CL{ ELEVATION a OUT ET=89°.5 I Ii W a_ PROPOSED GRADE _ 5 BOTTOM=865.5 i J90. I —1Z _ \\ �i g \� c I I I I LI I HWL_890.8 I I( I ' I reS �Tw=% TOP AND B°TI°M I v, BW=Y.%%.%% OF RETAINING WALL I1 1 W E.O.F� R♦ EMERGENCY OVERFLOW 692P t! r8� �� STORM SEWER = -._/L I VJ TREE UNE ND NORMAL WATER LEVEL I� PO SILT FENCE EROSION CONTROL I z3D. _ _ 9P • _ J � I � $ I E J \ � 0HfcKVBIo9oLLs ROCK yN y � CONSTRUCTION yI 903.62 ITCH �$�} ��ENTRANCE 1 p I e9t6 4 EROSION CONTROL BLANKET wµ� I I I.I I I I I°6 /WETIAND v 1 � wET1AND BUFFER 1892 ® WETLAND FILL 25 I - WETLANDRESTORATION 2V MAINTENANCE ACCESS 90020' go�pA---_ 1 I I PROPOSED ROODPWN NE PER CCWD 100 YEAR ML 2. I 9® 1b ® ® i 1 (4 '-F I I I 1 I 11 L —` 892[0 20 WIDE RIPRAP 1LEV` s0.5 ° EO F .t ia9614 E I D � ' �� \ d � 0 -- �J �_`- �- � 1- _ __ _`�` -� fj�22A__ .$.- � � 2 � •I —� ...,�' 1 I � 1PNn� �� � e9z o11 I I�' I I I� \ � �'le \ 1\ 1\ C B It-..= a P S INLET=896L L r — \ ` LP IF _— , IT ,1 �H 1 17 18 19 MND21 OUTLET=890.5 BOTTOM=865.5 HWL-8908 L e9 /1Z \` �� HP Lv __ { INLET SEDIMENTSHC3 P^ P, - ef>- li ISI I I 58.380 _R. SEE SHEET 18 :SIN CONTROL OYP) 01 p,p / I _ SHWL=80 / -. _ _ N✓p $ I � I 1 � �I i � I '. a9�.°i 1 I X I.P'I I02/19/21 SHED NUMBER, weu umawlu ,xlnn„w wxxewu DIUSII Cff RWISKKiS 14 PREPARED FOR: as°xu Nf Ins ..'al rnYAxvwArD¢HSD CDMsvxrs �� A Dr/199. I ..NNINN, "�ee°xO~'�yx”` LENNAR HOMES xouzDNru sr... A PROJECT NUMBER: 0028734.00 163D5 367H WRII B., .KUTRFY.N ro PLYMOUTH, MINNESOTA 55446 0 . X SHED NUMBER, weu umawlu ,xlnn„w wxxewu Wps-tw w���V��-��-VWWVVYYYY 150' 14 tar N,.N Ia�® d SD' SHED NUMBER, weu umawlu ,xlnn„w wxxewu Wps-tw w���V��-��-VWWVVYYYY PRELIMINARY GRADING 14 FIELDS OF WINSLOW COVE N,.N Ia�® DRAINAGE & EROSION °F umm.BWHM �� mu. 07/28/21 UUNs,N,, 41257 ANDOVER, MN "�ee°xO~'�yx”` CONTROL PLAN PROJECT NUMBER: 0028734.00 DAIE� 07/28/21 n if vK ` 1 1� .t 1 r WD 1 90 903 N ITT, -41 P$. ac \ TLE ELELU'I kI4N1' LEv_T F9D� v\ \W \ SILT FENCE DYPI ITCH 20.. :IJ s a £? CONTROL LEGEND I„IML I55DR D2/19/21 i DIFFEN D off xevlslDHs I _ PREPARED FOR: PRELIMINARY GRADING THE A Owini OIYPNowNTL0.41EDCOMMIHiS �/0 DMxwx: om' A %n., I CIE, NMHaTs XpUNHIPLSW_ ON5559N' Aa., wATERSILLORMMLNIS%a., wARRSEETT M . ENEI,SOILBON YE0.11ULSGIE — —9 80— � Q OI/Ea'3, UfWRVHIHYHFH INTERVAL CONTOUR =900.00 SPOT ELEVATION 0 HIGH/LOW PoINT :900.W CL -CL CLQ ELEVATION 900IX1 � ) PROPOSED GRACE A TOP AND BOTTOM IIOF RETAINING WALL E.O.F.. ♦ 11 —HM— STORMSEVIER �' 1 I t� � t� I� v 1• EROSION CONTROL CHECWBIOROLLS ROC[CONSTRUCTION / ENTRANCE 7 EROSION CONTROL BIANRET — WETLAND O J ® WETLAND Flu WETIAND RESTORATION - ® 2V MAINTENANCE ACCESS PROPOSED FLCODPWN UNE PER CCIND _.__.__.__.__.__.__.__ LWYEARHWL I I I I I LI I I- J yJ � L c TI QT Df 1 = ! I ) 1 � i L i f milluz —Bm -- 4 1 y Ma MND21 ( OUT1.9=090.5 \ _ BOTTOM W55 I 5 „DI I SMNL=88 .] SEE SHEET 19 j I Call 48 Hours before dggi,g: 811 or ca11811.com omre Via— GRADING AND EROSION CONTROL LEGEND I„IML I55DR D2/19/21 DIFFEN D off xevlslDHs I _ PREPARED FOR: PRELIMINARY GRADING THE A Owini OIYPNowNTL0.41EDCOMMIHiS - DMxwx: om' A %n., I CIE, NMHaTs XpUNHIPLSW_ ON5559N' Aa., wATERSILLORMMLNIS%a., wARRSEETT M . ENEI,SOILBON YE0.11ULSGIE — —9 80— � Q OI/Ea'3, UfWRVHIHYHFH INTERVAL CONTOUR =900.00 SPOT ELEVATION 0 HIGH/LOW PoINT :900.W CL -CL Call 48 Hours before dggi,g: 811 or ca11811.com omre Via— GRADING AND EROSION CONTROL LEGEND PROPERTY UNEI = SOIL BORING LOGTION I _ INDFXCOMOUR PRELIMINARY GRADING INTER/ALCONTOVR a- �.a. ” SPOT MATION - STORM SEWER DRAINAGE & EROSION TREE UNE OINLETPROTECTION I PROPOSED F— PROPERTY UNE ENEI,SOILBON LOCATION — —9 80— � FX INDCONTOUR �902-- INTERVAL CONTOUR =900.00 SPOT ELEVATION HP/IP HIGH/LOW PoINT :900.W CL -CL CLQ ELEVATION 900IX1 Dm PROPOSED GRACE TW==X% TOP AND BOTTOM IIOF RETAINING WALL E.O.F.. ♦ EMERGENCY OVERFLOW —HM— STORMSEVIER - TREE UNE — MIND NORMALWATER LEVEL v SILT FENCE EROSION CONTROL CHECWBIOROLLS ROC[CONSTRUCTION ENTRANCE ©/ EROSION CONTROL BIANRET — WETLAND O WETIAND BUFFER ® WETLAND Flu WETIAND RESTORATION - ® 2V MAINTENANCE ACCESS PROPOSED FLCODPWN UNE PER CCIND _.__.__.__.__.__.__.__ LWYEARHWL I I I I I IF S0' 100 150' SHEET NUMBER THIT aD way u` a.�„ a0• aa,D� a W@St1MOOd PRELIMINARY GRADING 15 a- �.a. ” LENNAR HOMES D.NN� FIELDS OF WINSLOW COVE DRAINAGE & EROSION OFV-ffMW F— �� 163 SUITE W DATE O]/28/21L3AsvNaMM�YMR ucL„3F Nu 41257 ANDOVER MN ti. CONTROL PLAN PLYMOUTH, MINNESOTA 55M6 we 07/28/21 PROJECT NUMBER 0028734.00 �® �Z_ I WIN �: � II sl,,'I;l�=��l�•••• • ••� • fir, ��,, Willi �`�w���i►�•L•••• I d►. Ir ♦ SII , ► ��'a� :%wo • • • ;�i" �i�i, Lr, M �i'rr�r ,! ii! e4Siy�e A•♦ / . ^\s?s 1;1`' ����� ``,�C / \ � rrb� rpt K:. iii .!_ =' .•��:Y. ` � ` `` `� `� =,.o. :>; :.:. ..i7 '•f�f ' �'�/�,'� �i` _a o LAX,0�Gw i��y4i�i��'• t,,�,.'fi`Y, Sm ' E:4�x, '�•�*' ��" ��o��\��I 010P SONON \ \ \ � , r.. E.yyR I � e :�� �sA����\��d i ''-6.•iN,.�s°aJ. I �,wr. 02/19/21 SHEET NUMBER: oFscxm. u,r : -r;ns ■■%a PRELIMINARY GRADING PREPARED FOR: wicun ort y.. abxxn� vn xxowuFuxFomMMINn Fm nII, '= = - "`" DRAINAGE & EROSION D WN DM p .11.1 ° ..Exn LENNAR HOMES x NZDVrxuwc 62 4 Dl/tbil W1rl45xFU C°MMFNR ANDOVER MN °xxiIG4SGU CONTROL PLAN mRbx� 0 . urwrxmiun rux 1630536TH AVENUE NOUN. SUITE EW PLYMOUTH. MINNESOTA SW6 PROTECT NUMBER: 0028734.00 SHEET NUMBER: mow~ °" ° KOtl ww«iw�e.�waexwM.Fu+W ■■%a PRELIMINARY GRADING 16 FIELDS OF WINSLOW COVE Fm nII, '= = - "`" DRAINAGE & EROSION °` 62 n, 07/28/21 UKIME o. 41257 ANDOVER MN "•••"•"�`-w' CONTROL PLAN PROTECT NUMBER: 0028734.00 DATE: 07/28/21 \ \ \`...... 25 1 = i 88m l \ '�� Tarr i 9D6o p @asti mos J Ls .F. 1 \ 1 �� i le m.' - - . \ , 1 — ` 1 UII ae rc Oelondcom o y 8 .91 °'r � 2 811 mGau— e1 � '\ 26PK� 1 \a 3j s _-�I 'I a� 11 S Il 1 \ �°i r- \ ' \ UP 1 1 ptz a `I X10 1 `\ \ \� 3 J�\ GRADING AND EROSION ` 18 \ r— a :r RE=8963 \��g T 1�- -�•� 1 .>Y— `bm8 \\ W -11 8� x ,e3 ' 1 r, 27-� ;1.. \ � i _`'� �HwL=e9fle 1�1 i o I CONTROL LEGEND PROPERtt \i\i BY ZZy$ -° \ 1 .n\Ii1111 UNE 11 mac' 1 �I Q 1'_ l ® R 1 1 E9: `- _ NOCK SOIL NION 4r CONTOUR11/ 1INTEMALCONTOUR g�, `\ e5ka 1 SPOT ELEVATION m/ J J L i p \ 1 SI LT FFNCF (rvP) + "\ \ 12 ` _i _ - STORMSEWER sI.F. \ \ \ u'7n 1I 1 m. ca 20 -�e11t •\. 1 Q 1 Vii. /� \yB, \ \ y TREE UNE Im 2�� \ INLET PROTECTION 8 - \ a -� O 11 \ IMy 8P \ eB•-_� 1 +INLET SEDIMENT ., ` �_�- \- - VO �1'• CONTROL GYP) \ 2 \ \ pySL 1,.-"-��.+� 21 t�'_�\$i-- PROPOSED w B 1*PROPERTY LINE SOIL GORING LOCATION \ \ - j vt6i$, 1 \ s, 7 9 '� °` _ \ , , \� \ / 3� \ i '• ,�6(�,1 �"980� INDEECONTOUR �INTERVALCONTWR t�' R BA, \ \\ / •SESPOT ELEVATION L00 HIGWLOW POINT LY.1-\I\Bpe- Vy. \�y, \ e4�' m \ \\ �.'�t ry•- �� '� \\ �.`, `. \ \-_SITEiRIMGLE LfYP. y. \\\ 115 =CIL-CL CLLL ELEVATION 1 1 \`/ \3 m \ $ i� \ p 'n. .�'.'- 1h-' i% \ 'j ex)•eeer ,R \ / \ 1 PROPOSEDGRACE TW=� TOPOTTO \ �\ � �' � Cy � \. 1 -/�� \\ �� 23 ' -\\ ° • �/ \\ \ / __\,.. '+�� `BW%%%.%% OF ANDRETAINING WALL B93.o / \ tl ED.F.-+ EMERGENCYOVERFLOW SEWER `d F /n\ \ ��Dt wYVMvti,'tw TREEUNE 24 > �\ - J, \ \ ' S\ (f \ \ A / W �v� SRT FENND CE WATER LEVEL res -1 Al \ rxdot EROSION CONTROL CHECKMBIOROUi CONSTRUCTION ENTRANCE Lu ® EROSION CONTROL BLANKET \\ b ROCK CONSTRUCTION'/ rts-Du \ �,\ / . — . WETLAND fNTMNCERYP.I \ -°°fl" y� 1 / / O WETMND BUFFER =8882 / ® WETIAND FILL '\ _ �OiTOM=8180 SITE iRInNGIE (,YP) WETIAND RESTORATION PON15 Eo.F. \\, N:I ' -. .e{Ps,-e�°°°oo \ 4 �' eok' e9 B= \\/ \ /r4'o13/ I II I I\\,)��� •�� e`" ^�`�,/ ' •1 x��'��O{{2yy5 g /\ �'\�� y♦ \d +��` \ �\ BOTTF I 14 OUf=OeM91=.z88]99.0 ePJ/f ® 20 MANTE NANCE ACCESS NwL PROPOSED FLODDPWNII NE .O \\ PERCCWD ,OO YEAR NwL \ ' Bab / � ;� � `_ _ J ..�,�. 9�0 \\ ///J�/) o. /F �,.? • � \.k5 „ / t //r /%%� OUTLET=891.0 ONe02}xa \ / y-� 9•'p0 / 90ROM_B&0 \ \)N\V_i \l� INF N BO ] ' B98W \• \ \ / / \ \ 0 \ �O \ -tb \ � 2 \ \ BOL e90s w o- \ LL `:. / \ / \ ` y \ A / l� 1 / . IP• (}mefo\\1 WL_89 6 .� -T'S Doan �,N\+01 � e((n-m\d �•, 89250 90 lar 1w SHffi NUMBER U[e1Ri1fU �i nw DWL YWyfNli 02/19/21 PREPARED FOR ':'�:'s:"r�',n �X"'w '�s�^:` WESt%%%Md PRELIMINARY GRADING ex,Kxeu ar Q mrzvzt owAxowA,wxm eaeMum «:isiia .`M'F°N"'w�.tnswus.eu fz]T eMwnrdw•6awOW OF DRAWN -. om Q DinH31 O1Y(OMMVRF LENNAR HOMES FIELDS OF WINSLOW COVE r°1r'w" D°ilarMn DRAINAGE &EROSION NpIEOXiAIyGIF: .eA9I16 Q NRyll WARR°xEDCOMMFNR 35TH AVENUE NRTH, SUITE 600 163°PLYMOUTH, MN BUUHM 07/28/21 41257 ANDOVER MN mfr a ;,-_ v/laNaOWwIYMswc 62 D]/1N91 L.TEVDLTYP. MINNEESSOTA 55616S ..1 uKxeL No. L DATE: 07/28/21 � PROJECT NUMBER: 0028734.00 Ii POND 15 I OUTLET=8895 BOTTOM=879.0 HWL=8912 LOT 1 I70 I Il--ybi� t"_4bS� Ea.[. I__ 0 1 I $ -_-, ey, eS") I IJI.,1 I ifL 9 3. 2.5 JI I, iP. a 'f j r �\ 89a 09 ( D1i1=Hi I 89L HWL 89071 II I 1890 ]0 � R I,. s92 SHWL----mB.7/ / r/. A 1 � �{ 1 RONDE' \C BOTTCm0.-s 0 I �I INLETSEDIMENT2;}�r� ��7— mE ` �__ ssx CONTROLjIYP1 V + ?.07 I! I I I I I SHWL=O) 19 89ROt 1 I I _.. `� I •-- — — -- � I I / . � I it ! i � _ ---_ S,T-ENCS (iVP=— I I �]/� TIL I . _ I I — — -II IL _.. I I'-•, LV L a F' POND 15 1! fjllFii rn BOTTOM 0]90 O f. \ 11'p E /' n y_ 89,20 �y'\ S0420 /t1 / l; a9za0 W 4 \ — — _ �CLU" ITCH 2 � OUTLET=OURS - ST20O SHWL=806;0 X rxrM ... B 02/19/21 J DF9GNEU Kxx \ - t .10 II `\ `; `� U `9 '9 1' ���—cam\ 2T RE=896.3 HWL=8968 B 1, cnr AvownnuxFo wmwnrs TREE UNE 13 PMWX' PAY Q mnw:L I KmcON.EMS \ LENNAR HOMES xwuzoxrusru E e999hxe — e s wATTAA1fo CPMMHns INTERVAL CONTOUR = 900.0 vuTKu suu ,HP" Q ox/wzt VRAiLUIIutYLNW a w w5 \ a9Bx PROPOSEDGRADE TW=XXK.KK TOPAND BOTTOM BW=XXXXX OFRETAININGWALL EorP rT^ VJ \ , STORM SEWER Ii POND 15 I OUTLET=8895 BOTTOM=879.0 HWL=8912 LOT 1 I70 I Il--ybi� t"_4bS� Ea.[. I__ 0 1 I $ -_-, ey, eS") I IJI.,1 I ifL 9 3. 2.5 JI I, iP. a 'f j r �\ 89a 09 ( D1i1=Hi I 89L HWL 89071 II I 1890 ]0 � R I,. s92 SHWL----mB.7/ / r/. A 1 � �{ 1 RONDE' \C BOTTCm0.-s 0 I �I INLETSEDIMENT2;}�r� ��7— mE ` �__ ssx CONTROLjIYP1 V + ?.07 I! I I I I I SHWL=O) 19 89ROt 1 I I _.. `� I •-- — — -- � I I / . � I it ! i � _ ---_ S,T-ENCS (iVP=— I I �]/� TIL I . _ I I — — -II IL _.. I I'-•, LV L a F' POND 15 1! fjllFii rn BOTTOM 0]90 O f. \ 11'p E /' n y_ 89,20 �y'\ S0420 /t1 / l; a9za0 W 4 \ — — _ �CLU" ITCH 2 � OUTLET=OURS - ST20O SHWL=806;0 MISTING WETIAND 16 OUTLET=888.5 HWL=690. OUTLOT D SIT WIDE NPRAP SEE SHEET 22 fAIl48 H.. beige tl,,, 811 or call8ll.com wn GRADING AND EROSION CONTROL LEGEND EXISTING X rxrM ... B 02/19/21 J DF9GNEU Kxx sloWO - INTERVALCONTOUR PREPARED FOR: cxFmu - Q Puzvxl cnr AvownnuxFo wmwnrs TREE UNE OINLET PMWX' PAY Q mnw:L I KmcON.EMS PROPERTY UNE LENNAR HOMES xwuzoxrusru E e999hxe Q n/tgzt wATTAA1fo CPMMHns INTERVAL CONTOUR = 900.0 vuTKu suu ,HP" Q ox/wzt VRAiLUIIutYLNW 1630536TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55946 CL{L ELEVATION 900.0 Q . a9Bx PROPOSEDGRADE TW=XXK.KK MISTING WETIAND 16 OUTLET=888.5 HWL=690. OUTLOT D SIT WIDE NPRAP SEE SHEET 22 fAIl48 H.. beige tl,,, 811 or call8ll.com wn GRADING AND EROSION CONTROL LEGEND EXISTING X PROPERTYUNE J SOIL WRING LOCATION — —' -- INDEXCONTOUR - INTERVALCONTOUR ma SPOT ELEVATION - STORM SEWER RYAN M. BLUHM TREE UNE OINLET PROTECTION PROPOSED Tc 07/28/21 ,Kerv,, 41257 ANDOVER MIN PROPERTY UNE Q sst9 SOIL BRING LOCAT ON —98p— INDEXCONTOUR �982�� INTERVAL CONTOUR = 900.0 SPOT ELEVATION ,HP" HIGWLOW POINT 980;0 =CLQ CL{L ELEVATION 900.0 a9Bx PROPOSEDGRADE TW=XXK.KK TOPAND BOTTOM BW=XXXXX OFRETAININGWALL EorP EMERGENCYOVERFLOW STORM SEWER "L TREE LINE — POND NORMAL WATER LEVEL SILT FENCE EROSION CONTROL CHECKS/BIOTRO ENTRANCE RANCE 0 EROSION CONTROL BLANKET — — WETIANO O WETLAND BUFFER ® WETLAND HIL O WETLAND RESTORATION ® 20 MAINTENANCE ACCESS — — — PROPOSED FLOODPINN UNE PER CCWD ------ 100YFARHWL X SHEET NUMBER w °tiw rax` WeA�d PRELIMINARY GRADING 8 Al;oga, OF P1'; ma Isv DRAINAGE & EROSION Y sa SHEET NUMBER w °tiw rax` WeA�d PRELIMINARY GRADING 8 Al;oga, OF P1'; FIELDS OF WINSLOW COVE V `°"'°""w "'°'""" "' DRAINAGE & EROSION °` RYAN M. BLUHM �;:: ra,r� �e°s}µmr�• 62 Tc 07/28/21 ,Kerv,, 41257 ANDOVER MIN ^^� CONTROL PLAN PROJECT NUMBER 0028734.00 OAiE 07/28/21 ELEv-8905 —� 1 —;� � I � J rLi I \ call AS Ha¢ behR dlggirg: e9a D9 r6tN IID pT�If�'I e9z 90 \,,,_,��:. SEE SHEET I4 i ,` 811 or call811.com RNa WL .7 890 •`.+nom \\�\ 89zaz Y j \\ ��`,,111 tIL -I I1�` �'�"�•��r _ --.L �, 1�� GRADING AND EROSION ""all CONTROL LEGEND I IIS: \ \ 0.701Ii. Ii I I I I ` e U. dh erw -- EXISTING 820-\ _ nM'I z 1II1i5II IJi I II IIIII', I y1( I III IiI IUND 21 ._ _1II IlI�y4 II I --- -� PROPERTY UNE 09200 SOIL BORING LO C ATI ON PI INDE%COMOOR BOTTOM0865.5 NERVALCONTOUR "L=89SPOT ELEVATION SB-30 STORM SEWE0. 092.01 I SHWL=0B7J SB -35 TREE UNE SHWL=8069 2 l I I I I I / / /f / / ,I O INLET PROTECTION APROPE/ I i / % �I PROPOSED W2.W III I 4I' / / : SOURS BORING N 11 LOCATION / /.(� INDE)(CONTOUR x— / 982—� INTERVALCONTOUR SILT FENCE(TYP)- t .900.00 SPOT ELEVATION /' HP/LP HIGHA SILT FENCE (TVP) OW POINT CL -CL ELEVATION D°°"_ I .-'-"^'-'��.-•�°'�' - � / PROPOSED GRADE 89i 01 89305 / /1 _ ___ ��1W=%X%X% TOP AND BOTTOM /�r`Wyam L_0912�D III�I x;/ I / W=% RNGWALL 11EO.E1♦00 EMERGENCY OVERFLOW D 15 STOW SEWER IXE-9TREE LINE 2 89E oo / \ FOND NORMAL WATER LEVEL SILT W I l'. / / . %$ 11 1\ 9a ENCS / 89600 V 1 11 EROSION CONTROL SOG I 1 9.(I p� �p CHICURIOROL6 HWL e9o.]/./// ROCKCONSTRUCEION LU _ i / i//� l! I 1 / / % 5 / / /B9s \ \ _ `i�` — a ENTRANCE rLu EROSION CONTROL BIANKET VJ -_� / ] ) I ---� .� _!-•�'_� I�� / / /\\ \\ j 1s zesi - — WETLAND �... I 011/1111 - —�. �scC Jf // //r1 I O. \ \ /.�` 9.52 O WETLAND BUFFER �'•.. - - /IIWI 891] - / / (. 51. ] =885.1 - \ 1 WETLAND FILL / /i/ C Cl{L INLET SEDIMENT 20 MNNTENANCEACCfSS CONTROL (TyP) � � WETLAND RESTORATION PROPOSED FLOODPLAIN UNE PER CMD < 'L\ ... .. ... _ 100 YFARNWI r8 25 IA R Q /` � � _+y a A, \ /• 2T RE= a, / Fj EXISTING WEOAND 16 20 oLrtLET=ee65 �/f / � 'p® of a: HWL=090.0 f WIDE RIPRAP ovERaow 50 AC//`�_ / ..,{ L /� "4 yd' ,3 ELEV=8920 318\ —. SEE SHEET 2 e 0. 5D• 1DD 150 'Nu1z0 02/19/21 DESIGNED cxf aEMsprrs PREPARED FOR MKMR CHF A ..in, CNYPND WPRPSXL)COMMFHI$ FIELDS OF WINSLOW COVE .MMM: DM' Q .1/19111 I MMfMS 1630536TH AVENUE NORTH, SURE 600 NORRCNTALsw E .a99wr maazl NEOCOMMExrs PLYMOUTH,MINNESOTA554E6 VFRTKAI SCALE Q ."a," .AIF YIIH NAN DATE 07/28/21 Q SHEET NUMBER N CA a .� T.I. uE T ® M West ood PRELIMINARY GRADING g LENNAR HOMES IWa. D.TTD.WNN FIELDS OF WINSLOW COVE ".. DRAINAGE & EROSION OFRYAN / ME B LUH DATE'. 07/29/21 DCENSEND. 41257 1630536TH AVENUE NORTH, SURE 600 ANDOVER MIN �� I 660„x• CONTROL PLAN lYl1 PLYMOUTH,MINNESOTA554E6 PROJECT NUMBER 0028734.00 DATE 07/28/21 J \ WEIIAND4 \I \ a9r OUTLET=887.5 HWL=887.7 I �♦ I 1 \ I \ \ \ V \ \ L= 9.3 II a— IY 9 1=COIINIY OITCM 20 X111 Z I .. WETLAND SI I I 02/19/21 OUTLOT A I OUTLET=88].5 G PRELIMINARY GRADING PREPARED FOR HWL=88]7 \ FIELDS OF WINSLOW COVE � zll II sA, �PONOy `•� 44 \OUTLFf=886.5 �`\ \\ ° WL -827.9 rsw=DMNOa r r xpUEDx1N5fAlF I I \ I I I I I I IL L u49AlEUTNYPWI 16305 36TH AVENUE NORTH. SUITE fi00 PLTMOIIrH. MINNESOTA 55446 Z I I I I\ I I \ � l OUTLET 8875 a— IY 9 1=COIINIY OITCM 20 X111 Z I .. EOFVE(O•ae•SM \� 02/19/21 OUTLOT A _ - aR_-�c xn�slDx9 PRELIMINARY GRADING PREPARED FOR MECEFDOHFQ FIELDS OF WINSLOW COVE � zll II sA, �PONOy `•� 44 \OUTLFf=886.5 �`\ \\ ° WL -827.9 rsw=DMNOa LENNAR HOMES xpUEDx1N5fAlF O I E WETIAND5 01pET=8815 SILT FENCE (TV \ III FWL=8860 'E4v . A o>]fLit u49AlEUTNYPWI 16305 36TH AVENUE NORTH. SUITE fi00 PLTMOIIrH. MINNESOTA 55446 Z \\ tV'C89a.50x 1 \moi —6IF $ III R 5 \VA \ -CH =JIWL ee9s �/ COUNTY DIAN 20 Ca1148 Hours beb aiggi,, 811 or call811.com omnal�a a `88''40 GRADING AND EROSION CONTROL LEGEND V _690 OUTLET_ou�]fs• —ae4 EXISTING � ML -889A eats PROPERTY LINE \ ML -889A _ �1-� • SOIL BORING LOCATION - INDEXCONTOUR IWERVALCONTOUR \ 090.4!Tf M1 \ SEDT ELEVATION STORM SEWER 888.97 -- TREE LINE _ 8999iii OINLETPROTECTION \ \ PROPOSED PROPERTY ONE mn SOIL BORING LOCATION ::::BZ— �9m— INDEKCONTOUR BZ— INTERVALCONTOUR ° \ • 900.00 SPOT ELEVATION •Eff" HIGR/LOWPOINT \ / ® PROPOSEDGPADE TW=%X%.RX ANDSOTTrOM INGWA LL EO.F.' EMERGENCYOVERFLOW \�A L� .rvnvivMVS. TORMEWER TREE LINE POND NORMAL WATER LEVEL — VV — SILT FENCE P�^ \ 0-00%z O-ECROS/BIOROLLSL EOCRANCE KOONSTRUCTION EROSION CONTROL BLANKET WETIANO WETLAND BUFFER WETUwDFILL WETLANDRESTORATION \ PROPOSED FLDODPINN ONE PER CCWD / ss HP �dl c /' R60k455 10 i \ v 3, �r INIML RWe 02/19/21 SHEET NUMBER PEa>cxe° xn�slDx9 PRELIMINARY GRADING PREPARED FOR MECEFDOHFQ FIELDS OF WINSLOW COVE 4srz�rz, awuubwMLuxmcommExrs OF ° arzrz, rsw=DMNOa LENNAR HOMES xpUEDx1N5fAlF <999H5' A yrzail WPiF0.E„EUONMF„R YFA,KAL �- A o>]fLit u49AlEUTNYPWI 16305 36TH AVENUE NORTH. SUITE fi00 PLTMOIIrH. MINNESOTA 55446 Z \\ tV'C89a.50x 1 \moi —6IF $ III R 5 \VA \ -CH =JIWL ee9s �/ COUNTY DIAN 20 Ca1148 Hours beb aiggi,, 811 or call811.com omnal�a a `88''40 GRADING AND EROSION CONTROL LEGEND V _690 OUTLET_ou�]fs• —ae4 EXISTING � ML -889A eats PROPERTY LINE \ ML -889A _ �1-� • SOIL BORING LOCATION - INDEXCONTOUR IWERVALCONTOUR \ 090.4!Tf M1 \ SEDT ELEVATION STORM SEWER 888.97 -- TREE LINE _ 8999iii OINLETPROTECTION \ \ PROPOSED PROPERTY ONE mn SOIL BORING LOCATION ::::BZ— �9m— INDEKCONTOUR BZ— INTERVALCONTOUR ° \ • 900.00 SPOT ELEVATION •Eff" HIGR/LOWPOINT \ / ® PROPOSEDGPADE TW=%X%.RX ANDSOTTrOM INGWA LL EO.F.' EMERGENCYOVERFLOW \�A L� .rvnvivMVS. TORMEWER TREE LINE POND NORMAL WATER LEVEL — VV — SILT FENCE P�^ \ 0-00%z O-ECROS/BIOROLLSL EOCRANCE KOONSTRUCTION EROSION CONTROL BLANKET WETIANO WETLAND BUFFER WETUwDFILL WETLANDRESTORATION \ PROPOSED FLDODPINN ONE PER CCWD / ss HP �dl c /' R60k455 10 i \ v 3, �r SHEET NUMBER DMS �;���,:A WEKtVYOOCI PRELIMINARY GRADING 20 °f FIELDS OF WINSLOW COVE I.mlw,a,m �w°�w„w-su, xn.•„ao ^e Lw,w»w Www DRAINAGE & EROSION OF RYAN M. BL HM mo.®Iw>sm aawwwa¢m 62 ,E 07/28/21 uEN+ssxo. 41257 ANDOVER MN 'e4N°E"„„""�k CONTROL PLAN PROJECT NUMBER 0028734.00 DATE 07/28/21 s� Ca dOHwrsbebretlggiy: e° ¢l"`"•°°" �� `\ PONos //,' I 811 or call811.com 690p +P ¢e \ OUTIET =879. , y)� SEE SHEET 17 s `.� BO OM=B)9.D / `� \ \ HWL-8912 Oi B9 s� \ `L?O / I' 9D0 /) o .° •.:'S 0`flyyQ \ Eaa°P\ \ 3H / J 92_D9% ^ x� \\ t L Ji N 'e�U�/ - p ' a� \ _� \\ `/ JI 1 /' ♦/ �' p \ / J �a9 �/Y/\ ..�+i ' / jai GRADING AND EROSION ♦ - 690 �d1 l ' ��/� '` l -CL -J ��//HP a �\� 9�`'� \\\\ ��� �� ,. F�aa \\9'0, <� �\ ��„\ i� ;i.. �/-:/ .i CONTROL LEGEND \ nRa.a _aea `\\ �. 5 r 'OUTtFi 8910 . 1RO•ess r \ ./ ycA' ) // 9OROM BSdD \ Q 5 3 / k' 9a 8g1•auo \ " ��=� / �( wL EXISTING PROPERTY UNE SOIL BORING LOCATION NDF%COMOUR \ p1\ / � �� \ 1 - O \ \\ •b� \ / � / "ey `. >EEE INTERVAL CONI SPOT ELEVATION 0 STORM SEWER B\ \\ '1. d BOT 8905 TREE NNE (�p� \ \5.16 rma �• R + \' \ \ JJJ\ � \ �/, V} ` ( � INLET PROTEC W L`E892 8 5 \ O )ION ♦\ + \�'� \ \ -.� ,♦1 '�-eSA�. \ \ \ \ \ :/ / cc>'c)-�oio -i oacN /C(sl-esi — on -®n\ \`-. PROPO-EU PROPERTY NNE Q 096.W i /°FL9 SOIL BORING LOCATION �98D� INDE%CONTOUR as0 ^\\ `+ \ S \, _ NTERVAL CONTOUR m¢ // . x B. \ = gOD.00 POINT - \' gp° 0+ + 9HPAP 0 SPOT ELEVATION \ • \ \ \ �/' / �/ / \� T 40 \\\ . , s S .1„B \ \ �/ / -� / _.� // //'c\\ \♦ \HIGWLOW CL -CL ELEVATION °°=_ PROPOSED GRACE TW.== TOP AND 8070M BW=%%AXY OF RETAINING WALL aalllF EMERGENCY OVF0.ROW $ C,U�(� \J C _ \ eta \ \ ♦\ O n50" •'^°$ �1!\' \\\ `.1Z \ /}y\ /--. C/, / // / i / \ \.__ _ \ \_ _ \ \ 0+$�` H STORM SEWER \ M NM L TREE LINE T=86).0,`\\ \ \\. ,`, =o— FONDSILT NORMALWATER LEVEL BO - / ` / i ✓ \ CE . — . — .— - - . , � \-z.OwLL-Eesss�D \ \ `\. W 1 8 - J \ \ \ \\ \ \ \\" EROSION CONTROL DITCH 1 R=CONSTRUCTION W ,\ OUI3_ _ _ _ _ W ENTRANCE N /SILT CE MP) 't .I 989 \\ \\" �\\ 1 _�// / /®/ EROSION CONTROL BIANICET WEI AND WETLAND BUFFER WEIIAND HEI /'10`? �/ / /' / \\ \ \_ _ / WETIANDMIORATION F' \ — _ ® 20-MMNTENANCEACCE S PROPOSED FLOODPLAIN UNE PER CCWD IS A LL-.sas OUTLOT C A C IL h \'' \,I //6Y \ 4` ` SEE SHEET 25 . D 9I. IDD IgD m 1rs 2 02/19/21 DeNa"ec cHr sDrx: PREPARED FOR ar«CD.OFF 21 °Mza a .GH ,rt¢wmcommwrs DA.w". Dm aB]i9nl aacowmwrs AN M. ELDEN 99e'r � arrsan wartas"eommNwrs 36TH AVENUE NORTH, SUITE fi600h 01.11ArL SCAiEA`r ANDOVER AN Q Haw, L'.I U1NrcPAN SSA46 PLYMOUTH, MINNESOTA S56 A. SHEET NUMBER a VVeSt1M00d PRELIMINARY GRADING 21 w flMI==` ""'"' �'� LENNAR HOMES FIELDS OF WINSLOW COVE DRAINAGE & EROSION (' AN M. ELDEN I°a"a'LO °ire 36TH AVENUE NORTH, SUITE fi600h N7/Z8/z1 ucDrsF xo 41257 ANDOVER AN ..- N�ac CONTROL PLAN SSA46 PLYMOUTH, MINNESOTA S56 DATE 07/28/21 PROJECT NUMBEk0028734.00 \ \� OI2 "� t G'eTLET=800.5 Call dB Haurs befared99ing: W�... w, -ego, 811 or call811.com SEE SHEET 18 - \ X ST -20 0 \ \ .M1 3a $HWL=0863 S843 k♦$ SHWL=996A .PONLET DS ^ �aHwL=89zs f\ \ wj MISTIETI NG WETLA1 ` WND] OUTLET -89R6 HWL=089.5 n £ \ I \ 9A ` GRADING AND EROSION CONTROL LEGEND MISTING FISTING WETIA ND 16 PROPERTY LINE OUTIEF=889.5 i SOIL BORING LOCATION HWL=890.0 / — - INDEXCONTOUR - - IWERVALCONTOUR >-� OUTLOT D SPOT ELEVATION STORM SEWER \\ WWIDE OWPRAP \ I• ' ` / - TREE UNE OVERFLELEV=8920 ar$ \ rtsne . �._• 9 O INLETPROTECTION 41 —(/ PROPOSED PROPERLY LINE SOIL BORING LOCATION x-980— — INDF COWCUR �[`eM�-en./� / X982—� INTERVALCOMOUR e"--7CB-1 I c =900.00 SPOTEIEVATION __� ¢y- __ / 1 •_( !\ / ¢(O�IBA L [K •9W 00 HWWLDW POINT r �, 9oo.ao n1LELEvnnoN BOLTOM=080.0 PROMSI.II1I I IIIIII / .\ EDE I SEDIMENT wwTOPANBOTIM CONHROL(rvFl B=iRETarvIw u 2 08 SCSI EMERGENCY OVERFLOW �3 STZO STORM SEWER 88 5GG 9 / / '3 SHWL=7.3 / - L TREEUNE L \ \`I POND NORM VVATERLEVEL SRT FENCE `� EROSION CONTROL O' oo CH[CKS/BIOROU.S ROCKCONSTRUCIHON ENTRANCE ` �i ii/ ' r� W D EROSION CONTROL BLANKET [ ¢I ub \ .Y�• I% / ��_ _ — �— WETLAND xt $ �(\\2 \ �• - :-b-r I wFTIANO BUFFE0. WETLAND eu WETIAND RESTORATION 29MAINTENANCEACCESS PROPOSED FLO°DPLNN UNE PERCCMD in Q - __._._________ . - 100 YEAR HWL \ 900. ✓" _ __,-?L_--I- '� ' I f \ '- 3 -A® \ � EOP mmumDe 02/19/21 AONI.A xsx:x[D cxF Mw+s 22 PREPARED FOR CMK[Ff1. [M Q OS/tlRl OIYPND W4IFRXFO [CMMFMS MBH RYAN62 vuvm vAv 0 mnBrzl Dry roMM[xTs LENNAR HOMES DORPM^K=ULC �•°r mrsvn wnnawFD[OMM[XR VaWil ND4[UINTY a1PN 1630536TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 0 SHEET NUMBER AONI.A Westvuood PRELIMINARY GRADING 22 w FIELDS OF WINSLOW COVE M'w'" = nMI ,� "' �"'"" DRAINAGE & EROSION °` MBH RYAN62 ran.. I®Iusm ® �. 07/28/21 .06Exu 41257 ANDOVER MN w--°°^°^�[-°°-k CONTROL PLAN PROJECT NUMBER 0028734.00 DATE 07/28/21 SHEET 19 B �� 20` 9 DUSTING WERAND 16 ��•� / / 0 �\ . U HWWi--BT9on / w 50 WIDE RIPFAPbN OVERFLOW ELEV-8 O6' PONO 19 lE��i5�11 ,F % / 2A4 aAml LOWN Oo EX H ➢13No B I %o / � � / � / ®¢V \\e7°a .wL=e99.z � PROP. HWL=8929 BOTTOM=800.0 t'_ , / jRv ` % •\ �� / _ � _ 100 -VR B -B HWL 8955 l �— —� _ {jr D SILT FENCE j1YP) �I�1� J 8.46 7 C 5 IPEO EOF =095.5 10 1 L — L_ aW.9 L=098]§ x 3 4 co- - �� . _ r----- - 14 P W I 11 F F m W_ Sz, 1901.01 �'I1.O \ 0 rs12 17 I I I � I ` , WD J I_ I sola WO I I® I l I EB Fw l 1 a li' sm. � `� I t=ix L --L• & 1 I N LP / aF ® �� `� A� —_� C Ni0.0LONE) \ � J 90L76 - SHWL= -- S ?- 9s9s 1 -- o SILT PENCE DYD) L__ / ---L EXISTING WETIAND 20 \ \ OUTLET=890.5 PROP. HWL-M.6 YR B -B HWL=891.4 \ SEE SHEET 26 \ lr/ 11, \ MATCH BITUMINOUS ROAD EXISTING BITUMINOUS ROAD ® WETIAND RLL O WETLAND RESTORATION ® BP MAINTENANCEACCESS -- —� PROPOSED FLOODPWN UNE PER CCWD 100 YEAR HWL Call Q Hours before dlWirg: N9ue 02/19/21 Tommw UrouW MiRame oFslexFy. C",Ix114Y BPnswxs: 23 WAN„tom"„„�„ PREPARED FOR aEUF¢ cxF Q ovzvxl mrw+v wArzuxmcwaMFNrs INTERVALCONTOUR OPAWN: - SPOTEUNATION Q 81191:1 clwcoMMFxrs ;^ LENNAR HOMES XONtOMPLSCFIE' Q q/iWil WPR0.511FUCOMMFMS — — PROPERTY UNE yGTULSUIG BORING LOCATION Q gLa&zt uPOAtf UlluM1 elw �982— 16305PLYMOUTK MINNESOTA 55446 =mm SPOT ELEVATION Q . HIGH/LOW MINT 900.00 MATCH BITUMINOUS ROAD EXISTING BITUMINOUS ROAD ® WETIAND RLL O WETLAND RESTORATION ® BP MAINTENANCEACCESS -- —� PROPOSED FLOODPWN UNE PER CCWD 100 YEAR HWL Call Q Hours before dlWirg: 811 or ca11811.com Tommw UrouW MiRame GRADING AND EROSION CONTROL LEGEND E%ISTING 23 WAN„tom"„„�„ PROPERTY UNE rosslw:'m ”'°' SOIL BORING LOCATION - — INDTXCOPROUR INTERVALCONTOUR SPOTEUNATION 07/28/z1 LMR Ilcwsx xv 4129 STORM SEWER ;^ TREE UNE OwLETPROTECTION PROPOSED — — PROPERTY UNE 0 sa-rsSOIL BORING LOCATION —900— — INDERCONTOUR �982— INTERVAL CONTOUR =mm SPOT ELEVATION „HP/LP HIGH/LOW MINT 900.00 ' CL -CL -0 -CL 900.00 -CL ELEVATION rtoms PROMSEDGMDE TW=xX.YYK TOP ANDSOTTOM BW=xxxXx OF RETAINING WALL EMERGENCYOVERFLOW e�— STORM SEWER TREE LINE — POND NORMAL WATER LEVEL SILT FENCE EROSIONCONTROL � 00 % CHECKS/BIOROLLS -� x ROCKCOCNESTRUCTION ��� " EROSION CONTROL BLANKET O WETLAND WETLAND BUFFER MATCH BITUMINOUS ROAD EXISTING BITUMINOUS ROAD ® WETIAND RLL O WETLAND RESTORATION ® BP MAINTENANCEACCESS -- —� PROPOSED FLOODPWN UNE PER CCWD 100 YEAR HWL X SHEET NUMBER: ` ua MR Mrst M Westwood PRELIMINARY GRADING 23 WAN„tom"„„�„ FIELDS OF WINSLOW COVE rosslw:'m ”'°' DRAINAGE & EROSION O [BUUHMo N .BLUNM rnr.s last casdsw �mymss"� SHEET NUMBER: ` ua MR Mrst M Westwood PRELIMINARY GRADING 23 WAN„tom"„„�„ FIELDS OF WINSLOW COVE rosslw:'m ”'°' DRAINAGE & EROSION O [BUUHMo N .BLUNM rnr.s last casdsw �mymss"� 62 07/28/z1 LMR Ilcwsx xv 4129 ANDOVER MN ;^ CONTROL PLAN PROJECT NUMBER 0028734.00 DATE 07/28/21 II I L tL- I � I �e 1 f�I Pi r 0 1 ti 11 Q I� 1 O \ OULET -8BY.5 Q I I — c(s)—. ` _--Its• � �iL _ _ DITCH ZO. I OUTLOT Af T COUNtt J i HP I Mb F60pp6? I / 1 / / 6 \\N\ INLET SEDIMENT CONTROL (EYP) 5 R I 4---) 'A. •769"♦Y7 \ ! \ ` 89716• 1 Z. 898 5 V a \ F \ \mss/ I I 3R / CR11"Hours before digging: 811 orca11811.com GRADING AND EROSION CONTROL LEGEND ISiING X I 02/19/21 i DFNRNFO: O REVISIONR z I ` I PREPARED FOR I z 1 CHi I CT'PND WPiFXSXFU COMMFXIS O I WETLAND 5 v' I OUTLE7=885.5 HWL=B85.o ZI z LENNAR HOMES o'I hxF JI U�I I PROPERTVUNE .ifs 9 N I I wntFRX[o CDinM[m5 I 11 I INDUCONTOUR ml �� X11 II I II I I I I I I I Ijl I I ,I Di/ H I I I I I I II I I I I lol 1 1630536TH AVENUE NORTH, SUITE 6W PLYMOUTH, MINNESOTA 5W6 I HIGWLOW POINT II a I I h1 I it I CLQ ELEVATION Ii I I I I I 1 OUTLET -88S5 = PROPOSED GRADE T COUNtt J i HP I Mb F60pp6? I / 1 / / 6 \\N\ INLET SEDIMENT CONTROL (EYP) 5 R I 4---) 'A. •769"♦Y7 \ ! \ ` 89716• 1 Z. 898 5 V a \ F \ \mss/ I I 3R / CR11"Hours before digging: 811 orca11811.com GRADING AND EROSION CONTROL LEGEND ISiING X IwtwLmue 02/19/21 i DFNRNFO: — — — REVISIONR - PREPARED FOR CXKREU CHi Q °YLiRt CT'PND WPiFXSXFU COMMFXIS ^„^ �' •' TREE UNE OINLET A %,tet T DHaFN LENNAR HOMES rvox¢orrt4LiGu PROPERTVUNE Q DLR'Et wntFRX[o CDinM[m5 INDUCONTOUR X982— Di/ H Lp.. lury Duw 1630536TH AVENUE NORTH, SUITE 6W PLYMOUTH, MINNESOTA 5W6 T COUNtt J i HP I Mb F60pp6? I / 1 / / 6 \\N\ INLET SEDIMENT CONTROL (EYP) 5 R I 4---) 'A. •769"♦Y7 \ ! \ ` 89716• 1 Z. 898 5 V a \ F \ \mss/ I I 3R / CR11"Hours before digging: 811 orca11811.com GRADING AND EROSION CONTROL LEGEND ISiING X PROPERTY UNE i SOIL BORING LOCATION — — — INDEXCOWOUR - INTERVALCONTOUR SPOT ELEVATION STORM SEWER ^„^ �' •' TREE UNE OINLET PROTECTION PROPOSED PROPERTVUNE 0 sst SOIL BORING LOCATION INDUCONTOUR X982— RQERVALCONTOUR • 900.00 SPOT ELEVATION •HP/LP HIGWLOW POINT SCREW •CLQ CLQ ELEVATION 900.00 = PROPOSED GRADE TW==M TOP AND BOTTOM OF RETAINING WALL B.O.F. EMERGENCYOVERROW PA STORMSEWER ✓ti TREELINE — PONDNORMALWATERLEVEL - SILT FENCE NTRO EROSION CONTROL CHECKSWEROSION OROULS ROC[ CONSTRU 7HON ENTRANCE ©/ EROSION CONTROL BLANKET WETLAND O WETLAND BUFFER ® WETLAND FILL O WETIANDREST°RATION ® 20 MAINTENANCE ACCESS PROPOSED FLOODPIAN UNE PER CCWD _._._._._._.... ......... ._._ 100YEARHWL SHEET NUMBER °°°°°°°`° w��d PRELIMINARY GRADING 2L� a miiw1 a"X°i-1-1Aliw FIELDS OF WINSLOW COVE 'Y DRAINAGE & EROSION °` o.;.� 62 YAN M. IUMM Tarte asmBamn� .' 07/28/21 ....... 41257 ANDOVER MN w.w.w""T"CONTROL PLAN PROJECT NUMBER 0028734.00 DATE 07/28/21 X 0' 50' 10D• 15D SHEET NUMBER °°°°°°°`° w��d PRELIMINARY GRADING 2L� a miiw1 a"X°i-1-1Aliw FIELDS OF WINSLOW COVE 'Y DRAINAGE & EROSION °` o.;.� 62 YAN M. IUMM Tarte asmBamn� .' 07/28/21 ....... 41257 ANDOVER MN w.w.w""T"CONTROL PLAN PROJECT NUMBER 0028734.00 DATE 07/28/21 \ \' - / .�'��/.j.. / - /^ \` \ %I I 1 U — •`� `` ',\ Call a Hours before digging: SEE SHEET 20 811mca I1811,Er "P tdl y0 GRADING AND EROSION a CONTROL LEGEND METING ] / T I \ •�y11\ // / / \ \ 4..xr... .J. ..r. . 1 OUnET=ORRs E%ISTV II \ U/ /' �t-\ 4 HWL=0895 PROPSOIL EMUNORING iDCAnON \ i\ \ OUTLOI C /<� / / ,\\\ \ \ .., ,.-.`�> 14 �,. �> 1 ` - ;NDE%CONTOUR \ ✓ \ �N/ \~� 4• TERVALCONTOUR SPOT ELEVATION \ ��l ♦ / // 'P `YJ / ] 'T� .— � 'O \ t `�V C I _ LSTOMSEWER TREINE / / / /\ ��Y n •Jtv_�,� //�` ``✓ / /// S\ � � �\ ��"�, f \ ` _ OL INLET PROTECTION vaovosEo \ I \ \ \ / _ PROPERTY LINE 41 � LOCATIONSOIL BORING NDUCONTOU " X902 INTERVALCONTOUR / / \ E C d \ `'N L i • MEW SPOT ELEVATION 9w.m HIGHAOW POINT 1J` \ ..i / / . / . F < \ j ams _ \ \ _ �7 a `, \.� • 900{00 CL -CL ELEVATION .1; I \ \ \ 'S OWNPROPOSED GRADE TW=%%%%K TOP AND BOTTOM BW=%X%KC OF AND WALL EMERGENCY OVERFLOW STORMSEWER G INLETSEDIMENT -- — - — -- `II _ CONTROL(TY% �— I %. }` TREE LINE _ POND NORMAL WATER LEVEL / SILT FENCE \ J/� ® a° �ol / / / i \ \ W EROSION CONTROL Cl CHECKS/BIOROLLS /\\ a ~� � —NE NEW —��-- � ST 0 I --_ / \ \ \\ `. � 11. ENTRANCESTRURKOONRION 5 L= / // \ 3 !\ �� EWW^ ©/ EROSION CONTROL BLANKET \ a 89].16 m =`/ \ ••♦a ` • �- � rtflL l� '.... xaJ WETLAND WETUIND BUFFER ' •l \ \ � � � / _ � '+� .� ` -_ �_ ® wETwrvD Flu — / L T�.._ O WEMND RESTORATION 20' MAINTENANCE ACCESS e.o.F. R p \ \ -e `�, 3'.1 - \ \ PROPOSED ROODPWNIINE PERCCWO / =690.0 / ----------- ___.. _._._ BCffTC — \ I t00YEAR NWL BOTTOM=BEDD / \IN:// - \\� \1 B III I: ' f r -.MWL=891.8— — . — Ll — UP— SLIT FENCE RY%pal-114 � _ 21"RE=0951 \ rE%IAING GARAGE. r X LE%ISTING GRAVEL DRIVE 24 INA ALL 12' WIDE BITUMINOUS BN' DRIVEWAY TO ROW 0 Sv 1w 150' u 3 0 z 3 LLO LL INfryLLRSV[ 07./19/21 Mix'F�t141Fp�I��DLNW UWFPixF V. OfsIGNFR CNF RDxs. 25 PREPARED FOR (NfCFER (Nn Q OS/E1R1 CT'PNGWPlF 3NW WMMfNR ANDOVER, MN Ieee,nicro sme ' RNWM D/A' D mnam cIW roMMFNrs LENNAR HOMES oRMDxnu ve' 4azm359' .11411 wnrtcL¢D WM.. 16K5 SUR AVENUE NORTH, SUITE fAo vfalKA v.�v. 0 mm' NMFE VDVn FUx PLYMOUTH, MINNESOTA 55446 A u 3 0 z 3 LLO LL SHEET NUMBER Mix'F�t141Fp�I��DLNW UWFPixF V. We d PRELIMINARY GRADING 25 FIELDS OF WINSLOW COVE "uu„� "�" "'°"" ' � "" tans DRAINAGE &EROSION OF 1 RYAN M. BL M w E 07/28/21 LKR455NR 41257 ANDOVER, MN Ieee,nicro sme ' CONTROL PLAN 62 PROJECT NUMBER: 0028734.00 DATE: 07/28/21 u 3 0 z 3 LLO LL R kb \ -.'�'� _ I 16 * \ e 11 a Call60 Hours before d' So � 811 or ca11611 mmm 17 .1 1 i 1=1z GRADING AND EROSION F� CONTROL LEGEND 1 \ .� i' \ �� 1 1\' 9— x _ x _ ___ ���� g EXISTING PROPERTY LINE ( \ \ IIMO11 SOIL BORING CATION y' i - CONTROL gYPI INDEXCOWOU - � INTERVAL CONTOUR 90176 -- 'SHWL. F/ _ - _ \ , L. _r ""•��11 - y� 1 Y 2 '4 SPOTEUVATION \ \ ���� 900. ♦ % _-,I - 1- =�-, 3-I�-1-r-1 �IT'� {. i ti'T b� i- ^ C -'al STORM SEWER e \ �r� - .�- .. • F .r TREJEUNE p \ I I D INIFT PROTECTION PROPOSED 1 — - - — PROPERTY UNE I 1 I- - _I \ SOIL BORING LOCATION 11 1 11 I i I —90p— r INDEXCONTOUR p \\ &p12 1 _ 111 II 111 i IL I I �902— INFERVALCONTOUR =90D00 SPOT ELEVATION = HP/LPH IGWPOINTLOWPOINT� HWL 6 ( 1 I SILT FENCE RYP) \ „_. ✓ 1 / �_�_ _ , �-�__ I � '900{00 CLQ ELEVATION PROPOSED GRAI)E \ E%ISTING WETLAND 20 , � _ NDOOTTONT DE HWL 8906 \ \ \ � � BW=%X%XK OF RTOPETAINING WALL PROP. H 100.YR0 BHWL=091HI_ \_ \ .Fl EMERGENCY OVERFLOW CO i . 1 ' /.../ ` EON.— STORM SEWER ` -� -^'^'TM ^'1 TREEUNE �ND T FENCE WATER LEVEL EROSION CONTROL 1 & % 3'<®' \\ s\ \ \ J x 1 ROCK CONSTRUCTION 1° A ' 1 1 ENTRANCE 5 \y\�\ (\ • `\ \ / 1 \ 1 EROSION CONTROL BLANKET 1 N p 1 11 ,\ \' \ -� OUT -LOT E — . _ WETLAND F -o�� 1 1 ,-°\\ �7 0 WETLAND BUFFER 09 \.\\� \ / `� • / �'��.' / 1 C 1 `-. I ® WETLANDFILL �/\'� WETLAND RESTORATION `\ 2- 4 /^\ /94 J \ �� / ® ZV MAINTENANCE ACCESS PER<CWD FLOODPLAIN LINE \\ \\ � 1 II '' \ ._ 100 YFAR HWL •\�.•.1'/�//\\\ OW AREA 25 ' 838 5- / BOi=096.0 I _ � � � 1 __� 1 __ OUTUET 97 0 1 HWL=89]6 »�_._._ y / \�SLLLrwaQYPI II I \ \ 1 1 1 e11 a so- 1Dn 1m' \ J L INni11Va 02/19/21 a. m xT,N x „1MH��pNrs9 n,r Kxwsws PRELIMINARY GRADING 26 PREPARED FOR OIKYFD: O,F 4owyxl NYM'owFRRSNLncDMMEXIS OF YM—K LUHI�� oPww,e om mw' cm4nNalu is 62 LENNAR HOMES HOMONTFI� A9x9Ex6' Q CONTROL PLAN .x l WPTH.WD M.. DATE: 07/28/21 1fiPL36TH AVENUE ES Yu11GLSUlE Q mmV, .. unary PUN SOTA 56 PLYMOUTH, MINNESOTA 564 1 SHEET NUMBER a. m xT,N x „1MH��pNrs9 WUVOOd PRELIMINARY GRADING 26 FIELDS OF WINSLOW COVE "'°""N =� � `" DRAINAGE &EROSION OF YM—K LUHI�� r.v 1�1a»� Naz+m 62 07/28/21 IKLN .. a12n IF] "�6^ -" "� CONTROL PLAN PROJECT NUMBER 0028734.00 DATE: 07/28/21 call as Hours befee dggl^Y 811 or ca11811.com —�mla ce UTILITY LEGEND DUSTING PROPOSED WHWI4UE 02/19/Z1 —w SANITARYSEWER —N—� STORMSEWER —lw— DRAIN TIE —I— WATER MAIN Icy HYDRANT ® 20' MAINTENANCE ACCESS GENERAL UTILITY NOTES mrzpq, wAiusxEp caeM°Nrs L :HE CONTRACTOR SH,tLL VERIFY ALL EXISTING CON UNIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OFANY DIFFERENCES. 2 UNLESS OTHERWISE NOTED. ALL MATERIALS, MOST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. Of THE iTANDARD IITWTIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE Ott ENGINEERING ASSOCLAPON OF MINN.- AND TO THE 2018 'STANDARD SPEORCATION FDR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. JUNE 9.2017 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTUNED BY THE LOCAL AGENCY. 3 THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY UNITS. 4. VERIFY EXISTING INVERT LOCATION& ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5. THECOMMCFORSHALLCOMAR PHERSTATEONEMV FOR FOR UiIUTY LOCATIONS PRIOR TO UOUTY INSTALLATION. .. GN. swnun IMe.eN.n. sp lu"1417E SEE SHEET 32 'II aM ON1et Elmtbnf n06 •• Xvrtal Occult, mlGn repartee Mbili,W EOF A LMHWL WMtasimml lnmpb ... MI Outlet Cartfol SOEEMM Fellow Mlver Debtl 41n FIND 200 30 .o gnu jTe.wC• ya:�es n SOm1 _ OESEENEt, ONE WHWI4UE 02/19/Z1 PREPARED FOR: LENNAR HOMES 1630536TH AVENUE NORTH. SUITE 600 PLYMOUTH, MINNESOTA SX46 MEex..'- I..VNENRWDRE"•IWMEEENTE µ ,i W. 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TECHNIQUES PREPARED FOR I\ i` aF 0 NViyx1 atr•HowM1ASHmcoxwwn SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM Mww. 119 I[ 893.00 (E) nrccoNHExxs I i%'S 1 1 CBMH410 11 LLMHd29 I I I I I 11 CBMHJ22 I I I I I 1 I RE.MS.M SANITARY SEWER RE=899.1-----___// 1 RE=09BA9 I I 1 I I IE=891 &1 I IF=090A5 ,---IE.BB3S IN). ______ 163 U-30• 1 1 i -� i I I i I I I I E I IE•8".S(S) RCP CL3@0.95% 5 6 D=D -16'1 1 I 11 I I O 7 8 9 I I WATER MAIN 2\ \\ 1 1 I I I I I I 10 i MN 3 1 ) \ 1 I I -96 83•.1 2V MAINTENANCE ACCESS '^\ I I I 1 1 I I IE 835.1 IM I (N) En \ 30 LF -M. 11 \ \ 0.CPCL3@095%J 1 IE=885I(M L____J I 1 DATE: 07/28/21 �,1C FF 13- \ L11.885.1 IW7 IE="932 \ \ \\ \k_- 1 1 8,. WM '/♦ < '1E205�T1�1 C5413 . \ 11.19]32 100 U,3v `\ 8=SEW IE•89362 RCP CL 3@0.95% \ \/I F -CH -UN 1 r \ BM /• ♦ RE=89 �' ____ x:U-39'80CL109 IE=8IG ' 1 90.16 / Lf -3 RE•89935 J RCP R CL 3@ 095% 5 I i I IE =89525 8•PVC@0.40% 6 RE=8 0.E=899.6 3 II I IE="3.B 2 3`I I I \36U-12' lD I I 1 I IF1 RCPCLS@00%\ 1 I I L IE=883.8lW1 , DOWN v16' I I 31 x'Ma OSB tmR I 1189].641 \\\ RE=8983 I .9 I I I 13 d `\IE=911&5] \\\ R=B93z J L__ \\\\ .\ \` IDE=Ja831 a%9� ._ I _J LV 3Y WCl3eosR I L___ a I --___._.______ / \� 1231f-3} -. J L_-- P�ti _ ... - ... - RCP CL 3 @ QSBL Y \ / MH -U \ @,' INC @ 0.40% RrP ?w> RE=B980 3,E=88J16 CBMNJtl IE=885.89 I _ _ _ _ _ _ &1-89821 r- til 2g4<,�• IE•882.61NW1 t IF=686.50(1) I 1IE•BBL61NE1 \ 11E=BB6.SO MO I p ( $ IE=8B2.6(SW) I SUMP•BB2.50 IN / U-89CBMH4M / / 80. 015.405 @ ` / /- 11.886.00 IEE 1931 1; i i \ \\ \ - = MM -96 _ / RF 8983 C / IE•8ed50'{svr` E,89 w _ i �` R BB71(S) D -11-- \. _ / .. D " _ \ ....= I __. J l -, 1 / STMHJ29 % FF ----1 I I i IE•24-(5)886.00 \,42 LFa4- RCP Cu @ 1, o I I ISEE SHEET 32 RE- 974 IE- 7..69 3 1 \ / 1 n DAA% S '\ / \, 11 RCP CLS@OA094,, 4 C6431 \ &1.891.16 1 3 IF -893.16 _ 1 \ ACPCLS@IAVk F\ 6 \ \ Ii 11 Call a0 Hours before diggir9: 811 or ca11811.com -gym =883.90 (S) THE CONIRACMOR SHALL VEMFY ALL IX6TING CONDITIONS IRMU Blue 02/19/21 -'' CHF BevBnx6 UNLESS OTHERWISE NOTED, ALL MATERIALS. CONST. TECHNIQUES PREPARED FOR .x<.Eo aF 0 NViyx1 atr•HowM1ASHmcoxwwn SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM Mww. 119 0 mnwxi nrccoNHExxs I I I NOA11ONi•c'R^' e SANITARY SEWER � 9xanx� w6reuxmcownwn STORM SEWER YLR11Gl XPIF' -49P- A 01/tVxl uroP.E,.... lux �. I WATER MAIN I , L A HYDRANT GATE VALVE RE- 974 IE- 7..69 3 1 \ / 1 n DAA% S '\ / \, 11 RCP CLS@OA094,, 4 C6431 \ &1.891.16 1 3 IF -893.16 _ 1 \ ACPCLS@IAVk F\ 6 \ \ Ii 11 Call a0 Hours before diggir9: 811 or ca11811.com -gym =883.90 (S) THE CONIRACMOR SHALL VEMFY ALL IX6TING CONDITIONS 1 F- CBMHJ21--) r---- 8 I I DIFFERENCES. -10.==896.86 1 1 UNLESS OTHERWISE NOTED, ALL MATERIALS. CONST. TECHNIQUES 1 1 1 IE -890.48 I 1 IE=89169 I I UTILITY LEGEND 'STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND I 1 I ID SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM R1•BB9.SB 'WC@040% � � frud %, PROPOSED MINN.•AND TO THE 2018 'STANDARD SPECIFICATION FOR I I I -0 SANITARY SEWER INCLUDING THE CURRENT ADDENDUM THE CONTRACTOR SHALL CBMX-119 7 I 1 26 STORM SEWER I 1 I I 2 -49P- DRAIN TILE THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMDS FOR �. I WATER MAIN I , L VENT%EXISTING INVERT LOCATION &ELEVATION PRIOR TO HYDRANT GATE VALVE ® 2V MAINTENANCE ACCESS F FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION, (TYP) _ GENERAL UTILITY NOTES DATE: 07/28/21 *� 1. THE CONIRACMOR SHALL VEMFY ALL IX6TING CONDITIONS 1 PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY 8 I I DIFFERENCES. L 7`m"m"m?rftr UNLESS OTHERWISE NOTED, ALL MATERIALS. CONST. TECHNIQUES 1 1 1 IE -890.48 I AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE I 1 II II 'STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND STMX<28--, F--__-_ SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM R1•BB9.SB SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF I IS 887A3 I I MINN.•AND TO THE 2018 'STANDARD SPECIFICATION FOR I I I HIGHWAY CONSTRUCTION- MINN. DEW. OF TRANS,JUNE9.2017 I I INCLUDING THE CURRENT ADDENDUM THE CONTRACTOR SHALL CBMX-119 7 I 1 26 BE REQUIRED TO POLLOWALL PROCEDURE AS OUTLINED BY THE LOCALAGENCY. IE= II=88]31 RYAN M. B L H��^• 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMDS FOR �. I ALL WORB OUi$IOE OF THE PROPERtt UMRS. I , L VENT%EXISTING INVERT LOCATION &ELEVATION PRIOR TO 1 I I BEGINNINGCONSTRUCfION. 233LF 12- I S. LL THE CONTRACTORSHALL CONTACT ISOMER STATE ONE CA' RCP CL 1@ w, FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION, I -7RE•B9B.33 X �IE=886,65 II I11� 8 I I SHEET NUMBER 1 1 1 OMH432 1 I 1 RE-N6.75I Q 1 1 1 IE -890.48 I �,y__ Y_ J West%%%md I 1 II II 1s9 D Sa fl513-Is RCPC15@( S-®OTMy 7.^ SPC ' LENNAR HOMES FIELDS OF WINSLOW COVE a:'.0 "'°' w : '' `" �,._. of RYAN M. B L H��^• MH -1 0.E=89 I 11 IE=BE] 5 A 1 0= 2 1 OMHJ30 1 RF•M-16_"_ IL IF=89266 B- Pvc IF DAD% f`r-lslk� �1-\1'k-_: O u 0 J z 3 0 0 w LL X SHEET NUMBER `µPRELIMINARY �,y__ Y_ J West%%%md IDV 1s9 D Sa O u 0 J z 3 0 0 w LL SHEET NUMBER `µPRELIMINARY �,y__ Y_ J West%%%md 29 ne.Naa�.iw .I:x•,E1=-« UTILITY LENNAR HOMES FIELDS OF WINSLOW COVE a:'.0 "'°' w : '' `" �,._. of RYAN M. 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N CBMH 46 -( 1 P) ".89a00 I I _ . /1 \ , 0.F=89EEa IE=808.61.\ I I 36LG-2]' \ , IE=89284 -'I� J L RCP CL3 x80.46% f 30LF-12' / _- SIL_____ JRCP CL 5 @ 1.00%1 / Call 4014oursbefore Ll9gir : 811 or ca11811.com Teew--339 ___-1 r____, I -____-I r.__.�� ` , 1 IE=8994 0 CS)I- 1 1\ 47LF-18• 1 I UTILITY LEGEND 1 1 RCPCLSM353% I I I I I I I I i I II II \ 1 ii 2 ii 3 ii 2 - 15'INLET-893.0 � - HWL-894.9 1 1 CBMH838 eFrt I IH -107 1( 89}00 (E) I 891.Bq9MH-950 I 6 SgNRARY SEWER ]81 RE•89725 IE=893.]3 I I RE=8999IE885.1 I I I IN)E=865.11U -_____ _ I IE=885.1057 D 8" WAA ---I r__ -_,I U.89915 -SANITARY 5TU&230 FESA27 1 i•885.90 (S) 27•INLFT=889.5 _. HWL=091, 1 I-CBMH-485 I r_____l ram__ ) -- E=895.89 I I--'----� IE=091.89 I z7 -27 I I 1 r----1 r-----1 - I 1 1 IE•BB cS) � i I I ^� I I I\ 11L rwc®0.40% I � I I 1 11 I I I I I I I I 15 -FES -453 \ I I I 1 1 I I IIE=895.00 (S)�1 1 i i 2 i i i i 112 D,45% \�,\ I I I I I 3 I I I Rcvas�D4s% 1 1 4 i 6 1 GATE VALVE I I 1 1 1 5 1 CB -483 ! N CBMH 46 -( 1 P) ".89a00 I I _ . /1 \ , 0.F=89EEa IE=808.61.\ I I 36LG-2]' \ , IE=89284 -'I� J L RCP CL3 x80.46% f 30LF-12' / _- SIL_____ JRCP CL 5 @ 1.00%1 / Call 4014oursbefore Ll9gir : 811 or ca11811.com Teew--339 ___-1 r____, I -____-I r.__.�� ` , 1 IE=8994 0 CS)I- 1 1\ 47LF-18• 1 I UTILITY LEGEND 1 1 RCPCLSM353% I I I I I I I I i I II II \ 1 ii 2 ii 3 ii 4i1 5 G 1 1 CBMH838 eFrt I IH -107 I ICS -2200 I 6 SgNRARY SEWER RE•89725 IE=893.]3 I I 0.E-0900 - I IIE=807.719 I I I I I I "•89995 IIE=89585 1 I 1 x� STORM SEWER xea DRAW TILE WVW J L __J E=887.7 (W) LD=1a J L_J I LJ I L ��cLSv _ WATER MAN FIELDS OF WINSLOW COVE _ N, ,, 1-1-4+m •„L.,x:aa°�. `°`"°° OF xoaroxru sore -..9C A mann wATNSxe9eox.NDAs HYDRANT H „•q I°°°I•'•.'•�® PLAN 62 vcrlrAL3Cue A wavn %+� 20' MAINTENANCE ACCESS • -I I I II�1 - ANDOVER, MN �y a,e .L GENERAL UTILITY NOTES IL32 Lf -10.'R• P: ®Db% PROJECT NUMBER: 0028734.00 as t T1 RCP FL 594 1140% - - - - - - - ____ --- t THE CONTRACTOR SHALL VERIfl ALL F%6TING CONDNIONS PRORTOCONSTRUCTION AND NOTIFY THE OWNER OFANY I CBMH-237 r , CBMX-319 -I r 1 r DIFFERENCES I I I •IE=895.25 I J SfMHJ20--1 I--___ CBMH-429 `` 1 E=M]i2 I I "•899.90 I I 2 UNLESS OTHERWISE NOTED. All MATERIALS CONSL.TECHNIOUFS 3 0.6899.58 1 "=89801 1 r- __ I E=893.60 (N) I IE=89531 UNLESSOT ESHALL CONFORM TO THE 2013 ED.Of EC I IE=80].43 I IE=88050 IIB IF -15' r --1 % I I I 1 I I Z I I CBMH 182 E=893.80159 I I 1 I I /"P CLS®0.35% I I RE=89781 ` 1 SUMP=889.60 Z 1 c 'STANDARD INENLTILIATION AND STAR WATER MAIN AND 1 I I I Ir Mrnsm l.roR I Ila CBMHd19 I I RE=89]38 89231 1 1 I I I 4 I 5 I I V I I I I � IF=89193 SERVICE LINEINSTAt1ATON AND SANITARY SEWER AND STORM I I I I I Tv 0.F.899.06 1 1 6 I 1/ I I I I I \ 1 1 256-18' 1 I 1 I 1 1 SEWER INSTALLATION BY THE CITY ENGINEERING A550CWTON OF I I I I I_ Y If=80]32 I I J 5 I I I I 1 1 MINN. TO THE 20187sTANDARO SPECIFICATION FOR 4 1 RCP CL 5 0 Dao% 017 I 3 I Z 1 1 1 1 1 I I MH3M I N'CLUDIINGTHE CURRENT ADDENDUM. THECONTRACTORGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. JUNE SHAR 1 1 aa•RCP43®D39x I- g I I I I / %� 1 116 U-15• 1 1 18•iE5-236 1p I I,i I r 1 I 1 I RE= ] I BE REWIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE -J L RCP<L5 p0.35% 1 1"•893.50 1236-33'-J L_ -____J - 1 A I I / RE=893.]8' I I I 1S -894.W 1 1 ` Il_ --___J L __J L__ �J L__J IIEE�p31� J LJ L_ -It LOGLgGFNCY. RCP CL3®0.50% I 'I 11 IE -889.78 I I I I I 1 IE=891.50 1 _ I I / 7 IE 3. THE CONTRACTOR SHALL RECEIVE THE N ECESSARY PERMITS FOR 2336.12• I CB420 I I 1 /- 1 1 I 1 ______________ ALL WORK OUTSIDE OFTHE PROPERTY UMTS. RCP CL 5 a 1.pO% I 12r E=093.8 I I ..00�I�� I,M. 1,2 1 1 1 1 1 1' _____ _____ .% I-HWL=B94A_ I' BJ RE=89)9 I I I 1 I \ , I� L 14. VERIFY EXISTING INVERT LOCATION& ELEVATION PRIOR TO Jl6 •'-""- L_____J IF Ea L________.1 \t 13 I \ \ I BFGINNINGCONSTMICTION. CBMH-4n 6 M9 1850.9 I ----_- RE -096.,47 _ '• A CBMH-418 I I L�---_T r-----1 r--p=�,3 '---� ------ 11 \ \ 1 I I S. THE CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CAW r IE -886 W (E) • I RF=69833 I I 1 1 11 / 1 1 \\ IMH-121 I 11E=8B65D 0"0 I/ IE=886.65. I\ I I 1 I I I / / 1 1 \ \ I 'RE=9031 ZO i FORFOR IRILItt LOCATIONS PRIOR TO UTILITY INSTALLATION. 1 SUMP=M2.50 1 / 11 'J(�-� I MH -151 1 I 1 1 // 1\ \\ I I IE=807.5(9 �(BE=09>2 11 I I I I / 1 1 \\ \ 22 IE=897.56W7 I I I CBMHJ32 IE=8B .1 (m 1 1 12 1 1 // 1 1 \ \\ I D-16 I I I 1 1 I I RF=896.]9 D=Ttl I I I I/ 11 1 T�`� \\ I I I I (� / i ---j t 1 1 IE=090.48 I I 1 1 11 I I i / // 11 �1 11 � \\\ I I I I I I MH.9B /7 /.X I I 111 I I I CBMH-4.33 I 1 / 13 / / ) ', Z3 \\\ "_J _____J L -----J L {�-IF--W7]IM ./ /- t 1 1 1 I-"=8969611 11Wr D.n•� /. \ 1 _J __J __j IF=890.95 I I / / •/•' \1 1 111 't, ST H-4 / 1 / / MH -154 1 iW ` \�i� W l \ RE=097P4 05 Lp1S RCP [LS BOSS% 06-15'=89].8 C �Sj )Yu IE=08969 RCP CLSM 030% RCP CL5 @D35% �� / IE=8068057 1 1 1 \\ �� S'PVC@o 24 IE=8868159. 1 �1 ,1 o% D= � 6 11�, WtJ /' //15 u1 / MN -126 1, 1 s76 -15'.J 8• --_____ CBMHI34 < _� 1 1 RE=900. t\ RCP CL s E90.40% "" E=896As IE=09106 -__� _ -�= IE=80].2(5)_--I 1 1 ' e• PIC ®D40% \ \ MH -147 '1 D=15' 1 1 9 I 8 I 4 I 1\ REH89]t C8435 67 LF -12• \E-RE-89&1 886.611NW) II 1 r 25 1 11 I \ 1 CH431 \ 1 ]•RE=895.6 RCP CPC @D52% \ IE=BB].S IQ'" 112 ` &-SESS I5) 6 1 1. 1 I I MX -326 I I 1 \ : 9>.16 , \ _0_ttl.-'1rl .HWL=B%.0 ( D=11' _J 1 I RE=9W.6 I IE=893.16"--, Co. \'� I1,rli1 Z5 1 1 _- "�� 1 ___J 1 IE-M.7(N) I I I N _ J "J ( 1 1 _--' IE=M.7(S) II tL-'"--'�� \ " •T \ cBs3s _ -' \ _,- �"' 1 1 L_____________�1 D=16• I I I I 5 \ 1 ` 1 L_ -__J L I CBMH430 - UTE=891.61 _ 24 \ \ - 17 J I 1 r \ 1 \ 306-12' \ 1 "=89].16"1 - \ 26 L- - L, ( RCP CL 501.00% 1 L IE=89266Y_ -' /\ `'-� 1 'C®O.ID% 3 `1Y D 0 L.----___----- 1 10 jl, .avrt 11 - 3 ` E,I \ L"-, 1 (• \ \ _ 18 27 1\ m \'"-MH-i2S�'� O .RE=8966 1 -' 11 .1 1 - J fn `'' IE=866.1 IN) I --' _ e86.16E) IE_ 1 - B'wC®040% 1 1 1 _� '"\ \ D=13' 131 s 5 30U -12- t FRCP CLS M 1.W% 12 iISEE SHEET 1.SIT IDD' 1w wlmLlssv6 02/19/21 SHER NUMBER Dzslwm eFrt uvlsD" PREPARED FOR rv,xSr,xB ur wAl...ae W�-_Y_ J KMR D:�E A ovzuzl mrAxvwgrzMxm canrnzxrs MEM vrrxlnma WVW PRELIMINARY UTILITY 30 Y. DM A , ,� cD„xro LENNAR HOMES FIELDS OF WINSLOW COVE _ N, ,, 1-1-4+m •„L.,x:aa°�. `°`"°° OF xoaroxru sore -..9C A mann wATNSxe9eox.NDAs H „•q I°°°I•'•.'•�® PLAN 62 vcrlrAL3Cue A wavn PDareueurx rux 16305BETH AVENUENORTH. SUITE fi00 PLYMOUTH, MINNESOTA 55,446 0728 wru / /21 IKEYSL xD. 41257 ANDOVER, MN �y a,e A DAT9 07/28/21 PROJECT NUMBER: 0028734.00 COMH-235 @D.%x CBMH-236 -IEE 999.99 IE=5%.6] 2a E 045% RCP CL500.95%I \ 1 11 2 \ I C6M11.92 I I I / LR REM419 I I (IE=B%2P I I L_ -_-J PARK (2) - - DUCH3 HWL=891.7 / •1H-110 - E=902A F=8%.7 M'1 STMH-216 M=SOSA1 MH -325 / IE=893.55 RE=%z.6 IE=BM0.8 (SO /0.12• 102 LF -15' ___ 419 1 r ---, r----, r----, I I I I 3S 1F-15• I I I I I I I IRwtts@3.00x I I � I II 6 ii I I ii � I I I I�ue I I I I I I 1 3 RE.99M.65 I IE=895.85 I I 11 1 I IEEW9 g IE=1.%.O I p0 L ' L _ ) II II I I I I RCPC15 Ott 5 @ 1A105._ II I I _ t H%2Z. I 8' WM , @D.%x CBMH-236 -IEE 999.99 IE=5%.6] 2a E 045% RCP CL500.95%I \ 1 11 2 \ I C6M11.92 I I I / LR REM419 I I (IE=B%2P I I L_ -_-J PARK (2) - - DUCH3 HWL=891.7 / •1H-110 - E=902A F=8%.7 M'1 STMH-216 M=SOSA1 MH -325 / IE=893.55 RE=%z.6 IE=BM0.8 (SO /0.12• 102 LF -15' ___ 419 1 r ---, r----, r----, ___ 1 r----� r-----� r--- I I I I I I I I - , I - 1531 I 1531 I I I I I I I uMx-218 I I I I I I 5 I I 6 I I I I I 7 I IEEW9 g IE=1.%.O 7 I 10 I I 11 I II I II I I II II I I I I II I I II I I 11 I I I H%2Z. I I 1 I 1 I I I MH -1061 I I I I I I I I I I I 12 1931 I I I RE=%ts tB-232 I I 1411`15. RCPCLS@0.35% i.3 fA7 I I I I IE=890.1 (O Z]' RE=891.5 I 20 1 41 LF -15' 1 pb 0® \\ 0=11•--J L ---_J L__IE=em.11ML_J IF-8%iWll HWL=09].9 J MH -326 RCP CIL 5@035% L °� 6 R♦,wnwe 0=12' �L Mvlsnx6 CxKW M Q 0.9ENE wnµDWA,EMxEDCOMMLMn PL 13 \ r, W r__-__, r_____T r_____l �_ _ 1216-13' _ 0.30% \I 1 1 1 I I I I u'�2 RCP CL 500.50% I I CBMH-214 I I I I I REB9)33 I I RE.90l \ I I I I IE -8963 I I I I IF=89250 J I I 1 IE9859 MH -121 20 1 1 19 I p I 18 1 i 1 17 I I 18FM69B CB -230 L -2T aE%0__-_-1 MH -326 I I CBMH-226 1 1 RE.900.62I 00 -- II 1 I [ 882515w) 11 I I I I I 1 I IE=893]3 IE -893 X• 14 iE=6960] D=t6• I I I I I I 1 I I i I 16 I I, 15 I6E . D=19' 1 J JLi I L_____J I L_____J-IE=996.5) pE CB -227 I I I RE t99.5A i IE-B95A I' m -) ____J I I 1Q IE=8%99 -_J L_ ___J � I L_ __ - - ___ __ 0 E -1Y RrPn s®,nn951 ,- L_____J 8"VIM °� 6 R♦,wnwe 02/19/21 �L Mvlsnx6 CxKW M Q 0.9ENE wnµDWA,EMxEDCOMMLMn DR. DRY , x C LF ,93,F, S'KPR 500.4A RCPCLS CLS W rill r___-_lr_____lf_ Q .1 u.A Whin Pux ___ , r - _ 0.30% RCP CL 5 @ 0.35%1 I I I MH -122 1 I I IOU-12- OW-12•RE-901.9 RE-901.9 I RCP CL501.00% I I I MH-II3 1 I 1 9 O 8 IEF8o661W) 11 I I 1 IE9859 1 1 I I D=13' I 6 1 1 5 4 I 3 I L D,ID' I MH -326 I I CBMH-226 1 I I 1 RE=900.6 I 1 I 1 RE=98036 CBMH-235 -IE=M6.)(M I I I I I I iE=6960] MHd28 RE=899.5♦ I IE=1.1 I I IE=89CB9 C9MH-212 D=19' 1 J 1 I I C6.209 I I 1 I I I =8892lfl I I RE.8%20 I IE=BM.2 WO I l� E-_ -) L_.___J I I 1Q IE=8%99 J �__� I_ IE=89229, L L_____J T----1- ES -224 1 1\ Mx -61 , 896.1015- FIS'CE) BOA RE -901.1 1 1 k=898.10 tE) I I. 1 ( 1 1 I IE=B865(O 11 I , I 1 21RE ( 1 I I IE=886.5 (YVI I I I 1 _ -I 1 HWL=8996.3 ( 1 11 11 p=Ipl I I I RCPtt50100% , 0l'm MH426'' I gWL=B%.8 `\ I I I 1 1 I, EE 886.1BIN) I I p 1 I I I I 1 1 17 1 1 18 III 19 , 16 IE=BB6 So ® it 14 15 D=,3' 13 CB -202 RE.B9929__ \ 30LF-12• CBMH-309 LF-lE•_J L J `-_ IE=89529 --RCA RCPCLS01-0M, ' rRE=899]2 I le -890.96 ---- L--- CL501.00% 8" WM- 12 h/ 1-I- �..wA-ATRBI3� °� oR R♦,wnwe 02/19/21 PREPARED FOR LENNAR HOMES 1630536TH AVENUE NORTH, SUITE 600 PLYMOUTH. MINNESOTA 55446 Mvlsnx6 CxKW M Q 0.9ENE wnµDWA,EMxEDCOMMLMn DR. DRY A mztM:E OIYEDHM1xn owz0wuxut wzmz, wANAsxmcoMMwn vu,Nx ttA¢. Q .1 u.A Whin Pux ��-D•12' -1 IOSLF-18' CBMH-215 X ARE=901.55 I 1 I s 807 L IE -89287 MH -116 0' 5a RE-902k -IE=B%3(NWI 15a IE=B%315F1 -- ��-D•12' -1 IOSLF-18' RCP CL 5 @ 0.35%1 CB -229 ---------------- DITC( �-1111-2 'I RCP CL 901.00% I I_________-_J r----------- 1 3 MM -320 I I RE=901A IIE-b%.O INWI IE -890 G) L______0.11• r------ - 4 I GATE VALVE (TYR) IF MM -116 I 1 5 RE=900.6 I IE=BB9A (N) 1 'I IF=889.415) I D. J - I L --------- __ r1111-fi 1111-� 1 � C6 323 I pE•89920 10 �ac a s@ l.o0xl i i 9 7 cBzu I HYDRANT RE. .2 If=8'626 / (TYR)_ SEE SHEET 34 wuRn.rEo w�.nvoM Ennm Oww,•AuwA RYAN M BLUHM .A 07/28/21 IICE.11. 41251 Y- \ -RCP CL 3 @ 050% ,WIDE RIPRAP UTLET LEV=8 \ \I\I\I 903 Call 48 Houn before 0199ir : 811 or ca11811.com UTILITY LEGEND EXISTING PROPOSED -b 9 SANITARY SEWER STORM SEWER -PMS DRAIN! TILE -E� WATERMAN HYDRANT ® 2a MAINTENANCE ACCESS GENERAL UTILITY NOTES 1. PRIOR RACTORCITO AND NOTIFY THEO NERD ANS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER NER OF ANY DIFFERENCES L UNLESS OTHERWISE NOTED. ALL MRTERAS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE -STANDARD UTILITIES SPEOUCATONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEINER INSTALLATION BY THE CITY ENGINEERING ASSOCATON OF MINN: AND TO THE 2010 YTANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. )UNE 9.2017 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REWIRED TO FOLLOW ALL PROCEDURES AS WTUNFO BY THE LOCALAGENCY, 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4. VERIFY VISTING INVERT LOCATION N ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTACT-GOPHERSTATE ONE CALL' MR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. X I I � I IOUTLPONT I I 1 I s 807 L �-1111-2 'I RCP CL 901.00% I I_________-_J r----------- 1 3 MM -320 I I RE=901A IIE-b%.O INWI IE -890 G) L______0.11• r------ - 4 I GATE VALVE (TYR) IF MM -116 I 1 5 RE=900.6 I IE=BB9A (N) 1 'I IF=889.415) I D. J - I L --------- __ r1111-fi 1111-� 1 � C6 323 I pE•89920 10 �ac a s@ l.o0xl i i 9 7 cBzu I HYDRANT RE. .2 If=8'626 / (TYR)_ SEE SHEET 34 wuRn.rEo w�.nvoM Ennm Oww,•AuwA RYAN M BLUHM .A 07/28/21 IICE.11. 41251 Y- \ -RCP CL 3 @ 050% ,WIDE RIPRAP UTLET LEV=8 \ \I\I\I 903 Call 48 Houn before 0199ir : 811 or ca11811.com UTILITY LEGEND EXISTING PROPOSED -b 9 SANITARY SEWER STORM SEWER -PMS DRAIN! TILE -E� WATERMAN HYDRANT ® 2a MAINTENANCE ACCESS GENERAL UTILITY NOTES 1. PRIOR RACTORCITO AND NOTIFY THEO NERD ANS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER NER OF ANY DIFFERENCES L UNLESS OTHERWISE NOTED. ALL MRTERAS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE -STANDARD UTILITIES SPEOUCATONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEINER INSTALLATION BY THE CITY ENGINEERING ASSOCATON OF MINN: AND TO THE 2010 YTANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. )UNE 9.2017 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REWIRED TO FOLLOW ALL PROCEDURES AS WTUNFO BY THE LOCALAGENCY, 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4. VERIFY VISTING INVERT LOCATION N ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTACT-GOPHERSTATE ONE CALL' MR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. SHEET NUMBEN Westwood 1.,,1.,,4. .•,m•.M.....mx,...mw PRELIMINARY UTILITY 31 OF FIELDS OF WINSLOW COVE nw�M,,� ANDOVER MN +...•mn.r.r..1E..rEc PLAN 62 PROJECT NUMBER 0028734.00 DATE 07/28/21 X 0' 5a 1oa 15a SHEET NUMBEN Westwood 1.,,1.,,4. .•,m•.M.....mx,...mw PRELIMINARY UTILITY 31 OF FIELDS OF WINSLOW COVE nw�M,,� ANDOVER MN +...•mn.r.r..1E..rEc PLAN 62 PROJECT NUMBER 0028734.00 DATE 07/28/21 I I --- ------ SEE SHEET 29 ` aH a mdiggiED: \ \ \, \I 11 C1I48 H 6 fo I I \ l; 1 l 811 or cal1811.com r______ I g L---------- e - _ RE=899.1_ I I I / \ \ \ 11 J II f----- FZoo'M 1080 1 1 111E -8W.09 tid8\ RE -890.41 ---_-_-J 'i i ,F''y IE=891.tl - 1 / • / OUTLOT B-- \ 1 \cemxs79 I '2ec`aA' r-- HYDRANTI 1 I I �' \ ; _ \ UTILITY LEGEND \ g IL-______RIE=893831 `, �PI I 1 1 1 / l \ 1 EXISTING PROPOSED r____ -____ 1 --TI I \ SANITARY S IEW ER 91 LF-1FORM SEWER DMN TILECP CL 10035% -_--_ 10 WATERMAN _E8M3 10 HYDRANT L_I-793m 1 \---'-IE-8)93 M) I 1 ` \ \ \ \ \ �^ \ ® 20'MPIMENANCEACCFSS IE=0)9.3040 1 J �.� \ ' \ i-'\ REMOVE HYDRANT AND \ _ 1 12_ D=19' 11 IL--_--_--� - 24•FU403 \ \ \\ \ \ GENERAL UTILITY NOTES CONNECT TO EXISTING (^ \ 1 1 _ -� \ IE=88550 _,_j V '' \ 8" DIP CL 52 WATERMAIN 1 __ _J f"--- --�-- ' \,�� I - / 1. THE CONTRACTOR SHALL VERIFY ALL FISTING CONDOIONS IGBMH-401 PRIDE TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY NJ NI 1 U-07 61 I •.. \ \ \ '\ Y'i \ DIFFERENCES. 8 IE=093.03 CM � ... `�, \ ' � � � \ EX. B" WM I \ \ •\ �'\ �.�fR -12" SEW IIE=080.13 (q \ `\, / l \ \ L AND TE TING SHALL NONFOR L O T E 2013 ED. Of TFCHNI0UE5 12`➢V[®03]X1A \ r_� 13 I I 'SUMP=886.13 `- t\ ` 51 LF -24' f, \\\' \l AND TESTING SENLLCONFORM TO THE 2013 ED. Of THE -_-�- I I 1 4' _ RCP CL IIS DN94 l \ \ ^' 12 [SMH- STANDARD UNLRIES SPECIFICATIONS FOR WATER RAIN AND 1 RE•B9]A6 I 0.CP CLS6013Dp \ \ \ 10'FES-40U _ ` \ \ ( RE=89 SERVICE UNE INSipUATION AND SANITARY SEWER AND STORM \ - \ \ SEWFINSTAUATIDNBYTHECIIVENGINEEMNGMSOMTIONOF IE=893.16 I L \ 1 TE=886.001 �. -- \ \ L� \ \ IE=888A0 CONNECT TO EXISTING I 1 _J 1 \\ '.�`�` '� \ l�1 \ \\1'/ IE=880.41( HIGHWAY SPECIFICATION FOR SANITARY SEWER 1 - I 1\ \' \ `\\/0 SUMP=88 HIGHWAY CONSTRUCnON- MINN. DEPT. OF TRANS. JUNE 9.2017 L_ __--'--1 30 LF -15' -J 1, .� _. \ \ JE' i INCWDING THE O)0.RENTADDENDUM. THECONTRAIMRSWLLL I RCP CL5�0.45% _- \ 30 LF -18' \ ,j, \\\ moi' l' BE HEOUIREDTO FOLLOW ALL PROCEDURES AS OUILINFD BY THE MH -3I2 1 "-'\\, SOP a5®-3.38% ._._.-_-._.___ \\ `. \ '�., \ \\i',-' \13 LOCAL AGENCY. RE=896.5 14 '\- - _ _ - \ \., ` OCS-W4 ,5' FFS-I36 IE=878.9(q 11 _ - 8 \ PE=089.41 �_, `, \ IE=886.00 \ \ f' 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR TRE�80.6 IE- Wfl9 MO r 13 \'. \ 18'FES-883 \ IE=18'(5)88400 \` \ \ ,\\ l\ POND 11 `\\ \ �E-15 ALL WORK WTSIOE OF THE PROPERTY AMTS. 0=16' �J 1 \11 IE•883.00 <M IE=24'IM BB6.00 5 \ OUTIFT=886.0 \\ ♦6'3 ya fl6(q \ --- 1 \,`' \ \ BOTTOM=870.0 \\ pO- 4. VERIFY EXISTING INVERT LOCATION& ELEVATION PRIOR IO --1\� '21•FES-660 ^ D=12' 1 (f1 1 FOND 13\.• IE=886.00IL,1 \ \ \28IF-li NWL=809.d 'i.\\ / ���' BEGINNING CONSi0.URION. _ \ ��\ 14 5. THE COMRACFO0.5HP11 CONTACT 'GOPHER STATE ONE CALL' OUTLET=8876 BOROM=6]60 / \. MR MR UTILITY LOCATIONS PRIOR TO UTIUTY INSTALLATION. HW _ - ^ i'1 `I� �� I \ f'' F O L=909A-, 1 I - l , \ \ fes^ 39 RCP CLS122 QB 129% MH 321 \ \\ ^^' f'J \` \\\\ p II 1 / hO\ ` \ \��_. %013-142 \ �// •.J \1 8n.7(0.\ \ \ \ \ 1 1O CBMH461 1.tel / `\ -- IE=819.](51 \ \ 3 M I� \' RE=888.9] \ WNUWU4 1 IE=879.)(NI -� f \ \ \ 17 \ \ PE=0.9].52 / PO 010 \, _. 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THE OOICTOR'GOPHERITY INSEONECAIL FOR MR URLRT LOCATIONS PRIOR TO UTILITY INSTALIATgN. /DITCH z . • OUTLET=88R5 N1VL=0907 ,[N 300-19' \\W REP CL 5 ®133% 1B-SNJ00 B SIE=889.00 Wu 46 LF48- SaJ STM SWR 1110.62% 1� �\ \ W DVE E] \ D F�6� DVC T 48' FES AND vV NER T040' STORM SEWE0. -_ - .. _ :8926 moi.._._.; fl CL 5615/% ... _ �`.� OUTLOT D \'�. �\\�• 15 -FES -116 ,` \ _ ... _,\ 1E=891.00 IE=891.50 (NE) �z / \ / 11 3318.18• �V� 1 1 RCPCLS®020% ♦ P,A 6n I MN�L i SEE SHEET 38 \ o�, 2 RE=89]8 3 OWN 10 D 00 11 1 I ('IE=86,1 I5El \ RE=69035 IF.PF9fi M1Y1 / / \ MIE_892Z) wllw "'LE02/19/21 SHEET NUMBER DL516xfIr. aF FWISp1M PREPARED FOR QIRFEP "� m,,z1 Ot .F'° TLMEE. COMMENTS PRELIMINARY UTILITY ° 0 D^NE1 o DMMNS LENNARHOMES DNrnvrusu� +1411' Q PLAN 62 .L 07/28/21 U,T,G o. 41257 m/mn waTE6sxEDcoMMHm 16305 36TH NORTH, SUITE 600 611 Q o7aM]1 VMATE Vnurc ruN PLYMOUTH. TH MINNESOTA OTAA 55446 PROTECT NUMBER: 0028734.00 36. 889.2011 IE=8115.1 NB / IE=889.50 D=12' FUND 1.OL115BICONTMIC TORSHALLVERIw ALL EXISTING CONDITIONS WIRNRTO CONSTRUCTION AND NOTIFY THE OWNER OF ANY EMVIISERENCES .-.- _ 2. UNLESS OTHERWISE NOTED. AL3 MATERIALS. CONST. TECHNIQUES /�.^ - `\' ANDTESTINGSHALLCONFORMTOTHE2013EDOFTHE iTANDARD UTUTIE55PEOFlGTIONS FOR WATER MAIN AND _----' - :\t\ SERVICEUNEINSTAILATH)NANDSANRARYSEWERANOIIORM SEWERINSTALIATIONBYTHECIIYENGINEERINGASSOCWTIONOF _._._�._._._._- __._."HWAY CON RUCTIONSMINN. DER. OF TRANS, JUNE 9.2017 \\\ . "IHCW DING THE CURRENT ADDENDUM. THE CONTRACTOR SWILL ..�_�_ _-_-BE'9EQUIREDTOWL30WALLPROCEDUREMOl UNEDBYTHE LOCALAGENCY. T `THE CONTRAUORSMLL RECTNE THE NECi55ARY PERMIU MR - ALLWORKOUTSIDF OF THE PROPERTY UMRS. VERIFY OUSTING INVERT LOCATION& ELEVATION MDR TO BEGINNING CONSTRUCTION. S. THE OOICTOR'GOPHERITY INSEONECAIL FOR MR URLRT LOCATIONS PRIOR TO UTILITY INSTALIATgN. /DITCH z . • OUTLET=88R5 N1VL=0907 ,[N 300-19' \\W REP CL 5 ®133% 1B-SNJ00 B SIE=889.00 Wu 46 LF48- SaJ STM SWR 1110.62% 1� �\ \ W DVE E] \ D F�6� DVC T 48' FES AND vV NER T040' STORM SEWE0. -_ - .. _ :8926 moi.._._.; fl CL 5615/% ... _ �`.� OUTLOT D \'�. �\\�• 15 -FES -116 ,` \ _ ... _,\ 1E=891.00 IE=891.50 (NE) �z / \ / 11 3318.18• �V� 1 1 RCPCLS®020% ♦ P,A 6n I MN�L i SEE SHEET 38 \ o�, 2 RE=89]8 3 OWN 10 D 00 11 1 I ('IE=86,1 I5El \ RE=69035 IF.PF9fi M1Y1 / / \ MIE_892Z) SHEET NUMBER I�vm1,0„x6w �� DT�ImA 34D,NDER H.. 6p EME m OE,Nt,."EDEWMBD,. PRELIMINARY UTILITY FIELDS OF WINSLOW COVE OF RMS1 M. LDH PLAN 62 .L 07/28/21 U,T,G o. 41257 ANDOVER MN °'`"iae°"`�s°s'"�["' DATE: 07/28/21 PROTECT NUMBER: 0028734.00 ° — I SEE SHEET 3J it I I i ! I I } (N) I 1 \ ' I E 1 \ .\ I II1 �---- - FFECTO l i , 10 1 9 8 I I HYDRANT II (TyP) C\ 11 20111 \1111 `I I III -----------I . I 1 P Ii -H U- FES -4 - �IE886.30 IIIILIIIII Y 6.48' —RCP CL 3 00.50% 20 WIDE RPRAP VI1T6T ELEV=8%5 IE•O1W.10 _ PONO 21 5 I OUTLET=890.5 ` BOT1OM=065.5 f HWL=8900 EW 12 I r I, vrslwm wr P[Y6us PREPARED FOR (16<[EU ar Q g1.1 O .WDVAFOUNmMIMBIrS pNwx: 0M Q prn&tr SO1.OD% \`_ MN -89 I II \♦ I I I F / i VMIGISW[ EEB%.O DVI ifl III I VPOPtl VRV11 PIFN RYAN M.OL 1630536TH AVENUE NOOH. SUITE 600 VFTi 07/28/21 IICIP6[Xo 41157 ANDOVER MN hi ��. �r �.� \^.._-. I 13 .l ;%� I I( .____ \ /' I 15 BOTTOM=8790 HWL=0913 II 9 1 I I I IIiJ 14 1.11 I! :—I„ int i EXISTING WE IAND /0 WTLET=8085 HWL=B%.O '"R'°`g"E 01/19/21 r I, vrslwm wr P[Y6us PREPARED FOR (16<[EU ar Q g1.1 O .WDVAFOUNmMIMBIrS pNwx: 0M Q prn&tr CRY COMMLMS M[M¢OMUSCN[ '.10] Q yrRy41 w1RPSXfo GOMMLYR I/ VMIGISW[ � OigVt1 VPOPtl VRV11 PIFN RYAN M.OL 1630536TH AVENUE NOOH. SUITE 600 VFTi 07/28/21 IICIP6[Xo 41157 ANDOVER MN hi ��. �r �.� \^.._-. PLYMOUTH. MINNESOTA SSWfi POND 15 111{I OUT' ET=8895 I .l ;%� I I( .____ \ /' DATE 07/28/21 BOTTOM=8790 HWL=0913 II 9 I I I IIiJ W �--� '--�- �.�._.w.^'• sn•''�, DITCH 2 ...3i— �'/ RE•90.1 ../HY/L=890.] DES IE- D•16 EXISTING WE IAND /0 WTLET=8085 HWL=B%.O < 7 N '"R'°`g"E 01/19/21 vrslwm wr P[Y6us PREPARED FOR (16<[EU ar Q g1.1 O .WDVAFOUNmMIMBIrS pNwx: 0M Q prn&tr CRY COMMLMS M[M¢OMUSCN[ '.10] Q yrRy41 w1RPSXfo GOMMLYR I/ VMIGISW[ � OigVt1 VPOPtl VRV11 PIFN RYAN M.OL 1630536TH AVENUE NOOH. SUITE 600 VFTi 07/28/21 IICIP6[Xo 41157 ANDOVER MN "'�°""�`"""�`•��` < 7 N M LF -12 - RCP CL 5 01 OM Call Y Hwm bTftm Cigglrg: 811 or ca11811.com P111gkf0:cc"2FC FISTING PROPOSED ... FJ —BSANITARY SEWER —NSTORMSEWER —4N— OWN TILE —I— WATER MAIN —......... HYDRANT ® 20' MAINTENANCE ACCESS GENERAL UTILITY NOTES 1. THE CONTRACTOR SHALL VERIFY ALL EXIS➢NGCONPOIONS POOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2 UNLESS OTHERWISE NOTED, ALL WTEROIIS. CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN: AND TO THE 2018 -STANDARD SPECIFICATION FOR HIGHWAY CONSTRDCFION- MINN. DEPT. OF TRANS.IUNE 9, 2017 INCLUDINGTHECURRENTADDENDUM. THECONTRACTORSHALL BE REQUIRED TO FOLLOW ALL PROCECIL RES AS OUTLINED BY THE LOCAL AGENCY. 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. A VERIFY MISTING INVERT LOCATION S ELEVATION POOR TO BEGINNING CONSTRICTION. S. THECONTLNCFORSWALCONTACT'GOPNLRSTATf ONECAO' FOR FOR UTIUTS' LOCATIONS PRIOR TO UTILITY INSTALLRTION. IE=Y0.E�9=1W1Y31 II II I I M8H]9 0.E=335O IM926 sF 3 1 / \\;, RE=899.6\\ \\ \111 1 1 34 LF 15 - RCP CL S 0040% `\ IE=Y5A(E) \ 4 a \ C9M3 \ RF=899.099.03t A� _ MH303 \ IE=8925] RE=8974 IE -884.21f) v / acv 650 ` 0=884.z 1A 5�SyW am -IQ I (O CBI 11;51 \S \\ \ RE.89].SI 4 RE.89]26 C\. \ IE=892% 6 E=89326 / \ \ 2 \ 306-1T MW206 \ \ RCPCLSO1.00% AECI. If=Y341N1 X \ \ \ 186 Li -15' W IF -8.1l S4'< 3 `\\ \R`P CL 50035%1 - 0=16' 1221F12- \ \ ED CL500.60% \ \ I CBMN-141 (%/ \♦ \ CB -1Y \ ` \ \ I RE=1199.36-_____, / \\ RE=89793 \ \ \ 1 If=89390 4 IE -89483 - 1 1 `,,, 24 %� - 31 VF -12' 1 \ \ G // Zr RE=8929 RCP CL S O 1.%% I \\\\V/ / HWL=890.3 L_ I I IE -995." C9MH-136 ���� ♦�� 20 I I 2 I IES --8991129 SEE SHEET 39 ' % DS0' 10D 15V SHEET NUMBER p �a o� WeStwood 35 w.�r.Xs®wrm oM1WwR.�µIM PRELIMINARY UTILITY LENNAR HOMES FIELDS OF WINSLOW COVE "m OF I/ PLAN 62 RYAN M.OL 1630536TH AVENUE NOOH. SUITE 600 VFTi 07/28/21 IICIP6[Xo 41157 ANDOVER MN "'�°""�`"""�`•��` M LF -12 - RCP CL 5 01 OM Call Y Hwm bTftm Cigglrg: 811 or ca11811.com P111gkf0:cc"2FC FISTING PROPOSED ... FJ —BSANITARY SEWER —NSTORMSEWER —4N— OWN TILE —I— WATER MAIN —......... HYDRANT ® 20' MAINTENANCE ACCESS GENERAL UTILITY NOTES 1. THE CONTRACTOR SHALL VERIFY ALL EXIS➢NGCONPOIONS POOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2 UNLESS OTHERWISE NOTED, ALL WTEROIIS. CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN: AND TO THE 2018 -STANDARD SPECIFICATION FOR HIGHWAY CONSTRDCFION- MINN. DEPT. OF TRANS.IUNE 9, 2017 INCLUDINGTHECURRENTADDENDUM. THECONTRACTORSHALL BE REQUIRED TO FOLLOW ALL PROCECIL RES AS OUTLINED BY THE LOCAL AGENCY. 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. A VERIFY MISTING INVERT LOCATION S ELEVATION POOR TO BEGINNING CONSTRICTION. S. THECONTLNCFORSWALCONTACT'GOPNLRSTATf ONECAO' FOR FOR UTIUTS' LOCATIONS PRIOR TO UTILITY INSTALLRTION. IE=Y0.E�9=1W1Y31 II II I I M8H]9 0.E=335O IM926 sF 3 1 / \\;, RE=899.6\\ \\ \111 1 1 34 LF 15 - RCP CL S 0040% `\ IE=Y5A(E) \ 4 a \ C9M3 \ RF=899.099.03t A� _ MH303 \ IE=8925] RE=8974 IE -884.21f) v / acv 650 ` 0=884.z 1A 5�SyW am -IQ I (O CBI 11;51 \S \\ \ RE.89].SI 4 RE.89]26 C\. \ IE=892% 6 E=89326 / \ \ 2 \ 306-1T MW206 \ \ RCPCLSO1.00% AECI. If=Y341N1 X \ \ \ 186 Li -15' W IF -8.1l S4'< 3 `\\ \R`P CL 50035%1 - 0=16' 1221F12- \ \ ED CL500.60% \ \ I CBMN-141 (%/ \♦ \ CB -1Y \ ` \ \ I RE=1199.36-_____, / \\ RE=89793 \ \ \ 1 If=89390 4 IE -89483 - 1 1 `,,, 24 %� - 31 VF -12' 1 \ \ G // Zr RE=8929 RCP CL S O 1.%% I \\\\V/ / HWL=890.3 L_ I I IE -995." C9MH-136 ���� ♦�� 20 I I 2 I IES --8991129 SEE SHEET 39 ' % DS0' 10D 15V SHEET NUMBER p �a o� WeStwood 35 w.�r.Xs®wrm oM1WwR.�µIM PRELIMINARY UTILITY LENNAR HOMES FIELDS OF WINSLOW COVE "m OF PLAN 62 RYAN M.OL 1630536TH AVENUE NOOH. SUITE 600 VFTi 07/28/21 IICIP6[Xo 41157 ANDOVER MN "'�°""�`"""�`•��` PLYMOUTH. MINNESOTA SSWfi PROTECT NUMBER: 0028734.00 DATE 07/28/21 1 \ I �\ V\ IU \ \ \ ` \ 'V/ 11 / / i' Call48 Hwrsbakre tliggllg: ®471 I 1 \ 6 �\ \ \ \ SEE SHEET 32 >- / RE=Bs]ss 1 1 1 ,> ,� \ \ \ \ \ \ j'� i I le•rts-s 811 or calI811.com IF=89335 I \ \1 \\ \ \\ 1�6 \\ \ \ \ '� % C/ HWL=889.5S1E=885.00 Zwnmm Mnm Bee 30. LF -1z• 1 -j L a�' \\\ $ \\\\ \\y \' \\\\ ,��� �•� / OUTLET=s•. \�' /•/ / .. ---- - ",,a UTILITY \\ 7 \\\\ `REE. Baro ��\� %/ UTILITY LEGEND l@ir221�I a PLP LCS�'/ \\ IE=880.8; / PROPOSED ` 10 ITT \\ -0 9\NTAY SEWER \ \ \ \ IE=881.8m \ / iii -N-� STORM SEWER to IF -15' �' \ \ \ \ \ \IE=BB18lW) \ \ %-/ •'� RCP CLS@0.]5% - \� \ /_� ' DRAINTILE WATERMAIN II I I 1 \ \\ \ \ \ \ \\\ \\ �y '' %/ ""✓j/% //. �/' I/ 1 HYDRANT CBMX467 CBMN465 -Eol"3 RE -898.18 ® 2V MAINTENANCE ENANCE ACCESS I 2 =891.14 GENERAL UTILITY NOTES I 1 C9JT0 1 1 \ �'; RE=090'6 i L / I THE CONTMCTORSHALL VERIYAIL ENISTING CONDITIONS IE=8Y.2 (SO , i PRIOR TO CONSTRUCTION AND NOTIFYTHE OWNEROFANY IEE --093A D=11' i 1 \ DIFFERENCES. L__ ----J L---.-�� / /// \ \` .. UNLESS OTHERWISE NOTED. ALL MATERIALS, CONST. TECHNICUES C30 LF -12' / i // \ \\ AND TESTING SHALLCONFORM TOTHE2013 ED. OFTHE 4 _-------- '--'DRCHi - / , , \ ` STANDARD INSTALLATION NST LLATIOBANDS NIOR SME MAN AND SERVICE LINE _-'-' Ji1YL=8895 � ^` ��� \\ //// \\ \ �`♦� RAND VOW SEINERINSTALLATIONYOTHE CITY ENGINEERING EASSOCWTION OF MINN- AND TO THE 2018 STANDARD SPECIFICATION FOR B, 1 ) -•� HIGHWAY CONSTRIJUVIN MINN. DEPT. OF iFANS, LUNE 9. 208 IE=`84. ^ / I /// / '\ INCLUDINGTHE NRRENTADDENDUM. THECONTRAUOR SHALL IE=881.00 CV) / ♦ / 1 / ♦ / 1 `rC0/. 1\ ,/� -1 ,/ ♦♦ \ ,,\\ BEREWIREDTO PoLLOW ALL PROCEDURES AS OUTLINED BY THE / \ / 1 , _ • -_� \ , / L , , ♦ t LOCALAGENCY. \ J / // ♦� // ,�\ \ / / 5 \\ ` \'` 3 THE CONTRACTOR DE OF THE ETHERTY UMISSAY PERMITS FOR // 11 / � / / / \♦ <\ O'PVC @0.40% / // \\ \ \.\ ALL WORKOUISIDE OFTHE PROPERTY UMRs. / \ , / / ♦ ♦ / / 3\- d. VERIFYEXISTING INVERT LOCATION& ELEVATION PRIOR TO i9c% MH -168 / �/ ♦♦♦ / \' ♦♦ ,/ \\ \ �. ^ BEGINMNGCONSTRUCHON. RE 8995 / ♦♦ \♦♦ / / \ / / \ .-% / ./ / > 5`CONTRARORSHALLCONTACi'GOPHEft STATE ONE CALL' ♦♦ 5 ISM /`♦ ♦\♦ / / / / \ \ FOR FORUTILRY L° TIONS PRIOR TO UTILITY INSTALLATION. 1E=801-S INWI 10 41 D=17' ' �'/ / q 14 / \ D=1d' / \ /// 6 ' ♦ 22 WETLAND4 11 I _ OU 1.1-M 12 HW1=087.7 I MN -51 1 I 1w 15W RE -090A ' ` ♦♦♦V PREPARED FOR v.-D'I IIM4 -- IE=880.815) -1 �� C E=8996.99---- r IE=880.0 M) ` U. 1 D=10' 1 \\� CIIi AXO WAR0.41N COMMEXR ' C6MH-469 w°'.a°XLmn®. �iwal i°uw�u . 1a . p,nERn,Ed wxRmn RE PRELIMINARY UTILITY � -89].]1 IE -89Z69 3 J IL--'---- - / ,/,/ RE -897.1 ♦♦ --- A LF -15' -, FIELDS OF WINSLOW COVE ,w„w,.,,� ,,,,,wX,..., xw.P wmlwlm� RCP CL 5 @ 0.35% I II I \ noPRON1Al6V1[ C8MHd69 I I ♦ RE=897.16 IF=893.01 8' PVC @ 138% ♦ \\� , / IE=884.41E) ^ \ IF=881.1lNW) 9].46 __ - J _ I IE=B9296 YM1Ra sAIc STMH-306 32 'RL- mH-n2A. !SE) \ / _ \♦ RE=B% ♦ E;' \_ IE=B05.11E1 CA IE=081.31515•FES-303IE=886)MM RCP CL 5@1.00% I \ RE=893.69 LF -2]' / IE=M 81(NWI / ♦ / \ DAM IE=8851 IN) DATE, 07/28/21 L _STM SWR@OOOY= _COUNTY D- \ IE=m9.93 RCP CU @023% OUTLO E•13847 / \ _ 8 \. 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Baro ��\� %/ UTILITY LEGEND l@ir221�I a PLP LCS�'/ \\ IE=880.8; / PROPOSED ` 10 ITT \\ -0 9\NTAY SEWER \ \ \ \ IE=881.8m \ / iii -N-� STORM SEWER to IF -15' �' \ \ \ \ \ \IE=BB18lW) \ \ %-/ •'� RCP CLS@0.]5% - \� \ /_� ' DRAINTILE WATERMAIN II I I 1 \ \\ \ \ \ \ \\\ \\ �y '' %/ ""✓j/% //. �/' I/ 1 HYDRANT CBMX467 CBMN465 -Eol"3 RE -898.18 ® 2V MAINTENANCE ENANCE ACCESS I 2 =891.14 GENERAL UTILITY NOTES I 1 C9JT0 1 1 \ �'; RE=090'6 i L / I THE CONTMCTORSHALL VERIYAIL ENISTING CONDITIONS IE=8Y.2 (SO , i PRIOR TO CONSTRUCTION AND NOTIFYTHE OWNEROFANY IEE --093A D=11' i 1 \ DIFFERENCES. L__ ----J L---.-�� / /// \ \` .. UNLESS OTHERWISE NOTED. ALL MATERIALS, CONST. TECHNICUES C30 LF -12' / i // \ \\ AND TESTING SHALLCONFORM TOTHE2013 ED. OFTHE 4 _-------- '--'DRCHi - / , , \ ` STANDARD INSTALLATION NST LLATIOBANDS NIOR SME MAN AND SERVICE LINE _-'-' Ji1YL=8895 � ^` ��� \\ //// \\ \ �`♦� RAND VOW SEINERINSTALLATIONYOTHE CITY ENGINEERING EASSOCWTION OF MINN- AND TO THE 2018 STANDARD SPECIFICATION FOR B, 1 ) -•� HIGHWAY CONSTRIJUVIN MINN. DEPT. OF iFANS, LUNE 9. 208 IE=`84. ^ / I /// / '\ INCLUDINGTHE NRRENTADDENDUM. THECONTRAUOR SHALL IE=881.00 CV) / ♦ / 1 / ♦ / 1 `rC0/. 1\ ,/� -1 ,/ ♦♦ \ ,,\\ BEREWIREDTO PoLLOW ALL PROCEDURES AS OUTLINED BY THE / \ / 1 , _ • -_� \ , / L , , ♦ t LOCALAGENCY. \ J / // ♦� // ,�\ \ / / 5 \\ ` \'` 3 THE CONTRACTOR DE OF THE ETHERTY UMISSAY PERMITS FOR // 11 / � / / / \♦ <\ O'PVC @0.40% / // \\ \ \.\ ALL WORKOUISIDE OFTHE PROPERTY UMRs. / \ , / / ♦ ♦ / / 3\- d. VERIFYEXISTING INVERT LOCATION& ELEVATION PRIOR TO i9c% MH -168 / �/ ♦♦♦ / \' ♦♦ ,/ \\ \ �. ^ BEGINMNGCONSTRUCHON. RE 8995 / ♦♦ \♦♦ / / \ / / \ .-% / ./ / > 5`CONTRARORSHALLCONTACi'GOPHEft STATE ONE CALL' ♦♦ 5 ISM /`♦ ♦\♦ / / / / \ \ FOR FORUTILRY L° TIONS PRIOR TO UTILITY INSTALLATION. 1E=801-S INWI 10 41 D=17' aE51GXEb ' �'/ / q 14 / \ D=1d' / \ /// 6 ' ♦ ♦ ,�/�\♦ \V'// CB -316 _ RJEB96A9 IE=892.49 IMRT01FY1w.I lxe F ___ ---� LCBMH-315 / v SHEET NUMBER I 1w 15W ED ' ` ♦♦♦V PREPARED FOR v.-D'I IIM4 �� C E=8996.99---- \ ` U. nF \\� CIIi AXO WAR0.41N COMMEXR MH -164 T w°'.a°XLmn®. �iwal i°uw�u . 1a . p,nERn,Ed wxRmn PRELIMINARY UTILITY 36 / CBMH-30, \ / \♦ \ - / ,/,/ RE -897.1 ♦♦ �J FIELDS OF WINSLOW COVE ,w„w,.,,� ,,,,,wX,..., xw.P wmlwlm� I \ noPRON1Al6V1[ -' Q .1181. ♦ RE=897.16 IF=893.01 8' PVC @ 138% ♦ \\� , / IE=884.41E) ^ \ IF=881.1lNW) _ I 301E-12' 30 YM1Ra sAIc STMH-306 32 uRDAX unuW Ewa !SE) \ / _ \♦ / / ♦ E;' \_ IE=B05.11E1 CA RCP CL 5@1.00% I \ RE=893.69 LF -2]' / IE=M 81(NWI / ♦ / \ / / 0=, 3, /I IE=8851 IN) DATE, 07/28/21 L I \ IE=m9.93 RCP CU @023% / SUMP=881.91 / 13 \ . ♦ ♦ / \ _ 8 \. , / , , / IF=885., (W) I * I - _ ♦ IE=09331 /R CB -3`1..3 / ______ 012 89]36 RCP C.5@1.0IE-89336 /SMH-33311 . \ : I I 5 I 6 �'/• RE-905 \ 2]•5385 / 33 UF�12'IE=8859 ♦ _ MH -0 (SE) ♦ IE=890A0 ♦ / I \� \ \ // 7RCP CLS@1.W% �� CB -321 RE=996.60 RE=8997 I IE=uS6(SE) / E_885.9 (NW) \ / \ F 1\ \ V / / %\♦ \ /IE ` =89250 CB -323 0.0.898.52 DV1 0=15' / / \ \ \\ ,♦♦\ t CBMH 312 -J L D-14'.6 7 / \ `\ 1 / ♦♦\ \\ 1 YIE=89203 'z 8"WM \ / > 1 6 'Ycn . :. / I 1 : i @0.4 \ \ MH -1 1 RE=898.E) 10 / / 188 LF -10' \ .6 IE=m66INf1 1 \ ♦ J / 1 / / / - \ / C RCP CL ]I \ \ \ I / / / / (F RCP ' \ 0-12' •J / 1 /` __-_-_-__ r--- - Q. Dazs% I / CBMH-310 \ \ I / , / / / 1 306-12' I l RE=fi9a31 410 015- RCP CLS@0.50% ,Ia LFns- ♦ RCP CL5@0505 \ \ � \ J1\ 1 IS'fF5 A „ \ 1 1 1 / / / / / A RCP CL5@155% 1689099 -{ ISI \ MN -158 \ RE=9/1.2 1\ LE=88].50( 1 1 // 1 1j/ / , / / / / `t .\ 301012' \ \ IE-Bea2(S) I�� , RCP CLS@tR-353 1 \ v-'SIE=8962(NWL 1 i lrW CBMN-308 _� D=, S' L----_ l._ J 1 j CBMH-311 0.E-896.50 �l "=698. �". 0.E=899.36 \ 8'PVC@O AO% � -_-_--_J ,/� \.. =890.47 1 L _ - / / L-_3- IE -091 E0 _ I 1 CB -314 ----J 1 �G I MH -157 I OUTLET -085 l.qE-895.19 RCP Cl3@021% RF=9022 ! __._.� E =90034 -314 _IE=090M IN J This D-16' 0=16' l-_-_____-__3 1 i W-- HWL=895.0 SUMP=88644 aE51GXEb CXi INl L.Le 07/19/21 IMRT01FY1w.I lxe F SHEET NUMBER WINp PREPARED FOR v.-D'I IIM4 �� U. nF Q UYxI/xt CIIi AXO WAR0.41N COMMEXR w°'.a°XLmn®. �iwal i°uw�u . 1a . p,nERn,Ed wxRmn PRELIMINARY UTILITY 36 o.,:., ^=11wx1 LRYCOMM9xR LENNAR HOMES FIELDS OF WINSLOW COVE ,w„w,.,,� ,,,,,wX,..., xw.P wmlwlm� OF noPRON1Al6V1[ =1m Q .1181. wARRaHOxnnu. ;"' '®'y11 ��eaw3 PLAN 62 YM1Ra sAIc A 97nbxs uRDAX unuW Ewa 16w LYMOUT5 36TH VENENES TA SUNS 600 PLYMOUTH. MINNESOTA 55146 WSTE_ 07/28/21 41257 u[ExsE vo. ANDOVER, MN A DATE, 07/28/21 PROJECT NUMBER: 0028734.00 DO L MH -15B RE -901.2 IE=8861151 1 `� 'IE=0662 PWV D=15' I 9 \ \ Otf-310 RE=091.80 E IE•887.50NNU H•t5'ISW186R50� ' _ '� •'-�-� If•15'INIB9000 MND24 CLS® 43M ME=z 22 RE= 90 I_ D=16_i I Nmu uA 02/19/21 DFs[am. DIF RE 893 69 PREPARED FOR CXFC[FD. CMF 1121 crtr nxowerzuxlocornmFNrs XM N, owD 977, R, D,YKDNXlxrs LENNAR HOMES Noazoxruscu[ rnm A mrsvz, wn U`CO WHR 0,/SV21 VVWFFMXM1 VUN 1630536TH AVENUE NOW SUITE 600 PLYMOUTH, MINNESOTAA SXNb DO L MH -15B RE -901.2 IE=8861151 1 `� 'IE=0662 PWV D=15' I 9 \ \ Otf-310 RE=091.80 E IE•887.50NNU H•t5'ISW186R50� ' _ '� •'-�-� If•15'INIB9000 MND24 CLS® 43M ME=z 22 RE= 90 I_ D=16_i I MW 100. 0.F 9.3 D) • \ C-- I8592O ) \`<8MH-102 �\\\ IE=69 D-28 RE=89639 LEFT STAlX2IN \ RE -8965 IF=869.\ 119 D-24 D-27'' / p=D' RCP Ct3@02094 EXISTING WETLAND \ \ OUTLET=880.5 \ HWL=8895 y y�. l I _ I 1 i /j) \ 1 BuuHm RAI, 07/28/21 u,,N,,o. 41257 FIELDS OF WINSLOW COVE ANDOVEK MN Westwood IoulwF+Bx r ��... xx , Yma .,^• lulu,a•m •••»ate wa.urraeNrrr+.5 •.. 1N RE - E=870. E=870 - I \ y/ Call 40 Hours bebm 61gg]W: 811 or call811.com --�liw�e A irirce UTILITY LEGEND EXISTING PROPOSED SANITARY SEWER -M� STORMSEWER - -RFS- DIAN DUE -I- WATER MAIN HYDRANT ® 20' MAINTENANCE ACCESS GENERAL UTILITY NOTES t THE CONTRACTOR SMALL VERIFY A.I. EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND HONEY THE OWNER OF ANY DIFFERENCES. 2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE 'STANDARD UTILITIES SPECIFICATIONS MR WATER MAIN AND SERVKE UNE INSTALLATION AND SANRARY SEWER AND STORM SEWER INSTALLATION BY THE C TY ENGINEERING ASSOCIATION OF MINN: AND TO THE 201$ 'STANDARD SPECIRCATION WR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. UNE 9, M17 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SMALL BE REWIRED TO FOLLOW ALL PROCEDURES AS OUTUNED BY THE LOCALAGfNCI. 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS POR ALL WORK OUTSIDE OF THE PROPERTY UNITS, 4. VERIFY EXISTING INVERT LOCATION N ELEVATION PRIOR TO BEGINNINGCONSTRUCTION. S. THE CONTRACTOR SWILL CONTACT 'GOPHER STATE ONE CRC WR FOR UTRI,Y LOCATIONS PRIOR TO UDUTY INSTALLATION. SHEET NUMBER PRELIMINARY UTILITY 37 DF PLAN ( 2 PROJECT NUMBER: 0028734.00 1 DAT, 07/28/21 Nmu uA 02/19/21 DFs[am. DIF PREPARED FOR CXFC[FD. CMF 1121 crtr nxowerzuxlocornmFNrs XM N, owD 977, R, D,YKDNXlxrs LENNAR HOMES Noazoxruscu[ rnm A mrsvz, wn U`CO WHR 0,/SV21 VVWFFMXM1 VUN 1630536TH AVENUE NOW SUITE 600 PLYMOUTH, MINNESOTAA SXNb MW 100. 0.F 9.3 D) • \ C-- I8592O ) \`<8MH-102 �\\\ IE=69 D-28 RE=89639 LEFT STAlX2IN \ RE -8965 IF=869.\ 119 D-24 D-27'' / p=D' RCP Ct3@02094 EXISTING WETLAND \ \ OUTLET=880.5 \ HWL=8895 y y�. l I _ I 1 i /j) \ 1 BuuHm RAI, 07/28/21 u,,N,,o. 41257 FIELDS OF WINSLOW COVE ANDOVEK MN Westwood IoulwF+Bx r ��... xx , Yma .,^• lulu,a•m •••»ate wa.urraeNrrr+.5 •.. 1N RE - E=870. E=870 - I \ y/ Call 40 Hours bebm 61gg]W: 811 or call811.com --�liw�e A irirce UTILITY LEGEND EXISTING PROPOSED SANITARY SEWER -M� STORMSEWER - -RFS- DIAN DUE -I- WATER MAIN HYDRANT ® 20' MAINTENANCE ACCESS GENERAL UTILITY NOTES t THE CONTRACTOR SMALL VERIFY A.I. EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND HONEY THE OWNER OF ANY DIFFERENCES. 2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE 'STANDARD UTILITIES SPECIFICATIONS MR WATER MAIN AND SERVKE UNE INSTALLATION AND SANRARY SEWER AND STORM SEWER INSTALLATION BY THE C TY ENGINEERING ASSOCIATION OF MINN: AND TO THE 201$ 'STANDARD SPECIRCATION WR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. UNE 9, M17 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SMALL BE REWIRED TO FOLLOW ALL PROCEDURES AS OUTUNED BY THE LOCALAGfNCI. 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS POR ALL WORK OUTSIDE OF THE PROPERTY UNITS, 4. VERIFY EXISTING INVERT LOCATION N ELEVATION PRIOR TO BEGINNINGCONSTRUCTION. S. THE CONTRACTOR SWILL CONTACT 'GOPHER STATE ONE CRC WR FOR UTRI,Y LOCATIONS PRIOR TO UDUTY INSTALLATION. SHEET NUMBER PRELIMINARY UTILITY 37 DF PLAN ( 2 PROJECT NUMBER: 0028734.00 1 DAT, 07/28/21 i �J W ujW ro XiT SfAT10X MX B9f RE -896S., 16.869.1 NP / D=27' \ 1 I I I 1 \ \ I \ \ \ / IE --87u IHY4 y , 1 \ \D-29 61 \\ 5 .'/// HYDRANT \•b 14///.\ LOW AREA 25 1 I \\\\ I BOT=B%.0 HWL=B9).6 WR891,6 .D 1 \ \ I I \\ I 1 1 1 I \ \ \\ \ \ RE 8740 1 I Y�M=81p0(N) 111111 \\ ofFlcxEo oN rmuIEWN 02/19/21 PREPARED FOR LENNAR HOMES 168IS351HA,ENUE NORTH, SUITE 6'JJ PLYMOUIX MINNESOTA 5W6 FLvmoNf CNKREP LIVE Q M112I O AMFYATF0.W1000V.NA ORAY,. DAY FI LmLaHHFNRf XWPDHR'Y KN[ Q TmR' AR0.5XEOCCMmFH15 YU. XAL[ N Q OE/tNEI awTE U'I vux I � Call 88 Hwm helve dggin: 811 or ca11811.com 10 `— UTILITY LEGEND 1121 PROPOSED <BM _•SANRARY SEWER REc901.W zsclm PRELIMINARY UTILITY I IF=890.74 N STORM SEWE0. L------ —w— DPAIN TILE ��u:e ::. aRN 1—I w'— _...,._ - —I— WATER MAN I HYDRANT 12 [�pA yy,Y.e/yX 29 MAINTENANCEACCESS Ya.rr GENERAL UTILITY NOTES 1�— 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS 165 LF -2 PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY RCP CL 50 DIFFERENCES, 9 0'P 2 UNLESS NOTED. ALL MATERIALS, CONST. TECHNIQUE ANDTESRDUTILMLCONFORM TOTHE SHALL RETIE I I SERVICE RDIINS FOR WAT OANDSNITAR WATER MAIN AND SERVICE UNE NSTALLTIMES RANDSTORM ENGINEERINRY G SEWER INSTALLATION THECRYENGINEERING ME CITY KW OF HE 1 RD MRipN MINI.-ANDTOTRUKTaD' F- Q HIGINCUU AY MIND. DEPT.SPECIFICATIONFTRANS.JNE , 2017 1 RE CURRENTAOPROCEDL THE TNG TH CURRENT ADDENDUM. HECON RACM SHAUL I I BE REQUIRED BER TO FOLLOW MLP0.0CEOURFS AS OUTUNEO BY THE SCUMMED BY THE AGED LOGLAGENCY. I 2 I I ; THE COMPACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR IH -1221 I ALL WORK OUTSIDE OF THE PROPERTY LIMBS. 91.17 1 <. FY INVE TION &ELEVATION PRIOR TO 1911] I I II BEGINNINGEXISTING TION. BEGINNING CONSTRUCTION. I I S. LIVE COMPACTOR SHALLSTATE O I I NS PRIOR TOUTIMINSAPHER MR MR UTILITY LOCATIONS PRIOR TO ULIIITY INSTALLATION. TION. I fXISTINGA OURET=BE EX HWL=8' PROP HWL 100 -YR B -B r� a sa Toa Iso• ,aeRLYW RafN T RNe Mw AND Th zI NA A 38 o"E1I�I. �Ra PRELIMINARY UTILITY FIELDS OF WINSLOW COVE ��u:e ::. aRN 1—I w'— _...,._ PLAN RYA . LUHM W/2R/21 61257 are uLLusE Yo. ANDOVER MN Ya.rr PROTECT NUMBER: 0028734.00 1621 DATE: 07/28/2 ERISTING WETIAND 16 OUTLET -8885 HWL-890.0 A � 33 LF18' RCP a5 X0.30% RE =99z.ao IE=15'(BE)88850' / Jr IE=IrINW1 MIR r'' 6icc L:ncc / JJ / ®MH -137\\ RE=90,155 Lvc / / / ♦ \\ 1E�89117 / E- i 2 s\ \ \ / �i \ \ / 0.E=901.8 \\ � IE=BM.61N \ \\ 11 15141 \ / \ \ D=1T 0 a'4/ \; \ RV CE 549 9 \\ \J \\.RIE=894E3 4 yQ \\24s i ' 11 30 RVaS® r�l J, Al r---- -- 18 -- 30LE-12• --1 --- I GATE VALVE 1 7 I C CBMH-134 LIE=899.96 ` / [E-891]5 / 17 W 1 1 MM -333 I I 12 I ] 1 IEE II II 11 ' e]�Bo (q I r-` CBMH-IID 10 IE=8780(11 1 , / 1 6 IE=8820(5) 1-t14 D=23' I 39.99 _ VPoATE VDury ]IAN 5.48 1 II II 11 CBMH-148 I RgHpiu �p RIE 89800 RE=90100 \ 1 4fi U-12' J IE=89851 - \ 1 RCP CL S®1.f10% h L 1 - 1 r ----_-----J -- _ __ L- IE=ML7(Nj f D=19 16 I I 1 IbII 1 I I -BOBBIE) =87BBWN 17 X23ED 3 m 11 HWL=8983 20 19 1 MH -208 RE -900.7 --.1 r--.IE=892,7 f---- -A r---- -- 18 -- 30LE-12• --1 --- I GATE VALVE 1 7 I C CBMH-134 LIE=899.96 ` / [E-891]5 / 17 MF Q DSRIRI 301E-24-� ] RCP CL3 890.50% MH -334 I 1 19 1 RE=901.9 / / r-` CBMH-IID ] IE=8820(Nq / / RE=900A5/ � / 1 6 IE=8820(5) IE=890A9 _ / / D020'' 9 RE902.7 _ VPoATE VDury ]IAN 16305 36TH AVENUE I, MIN NES T A SURE WO PLYMOUTH, MINNESOTA 55]46 MH -7 L C6131IE88.51q I RgHpiu �p RIE 89800 / ! i / IE -MLS (I4) 2 I895 E=MI.S ISI 1 3b a d l 10 n/4 D-20 / I a m/ h L L - I 57 U-15- / CB -1 FISP CL a mm9B =MBO _ r ----_-----J -- _ __ HWL 1_- =09117 , 1CBMH-126 = 11 RE=900.69 CBMH-121 IE=89273 RE=901.06 I IE=890.74 I I X L_ ___J L ---- J ®r---------- 9„ I RV S®tO]% RCP CL 12 al I -00-150 j / V j RE=899A6- - J - 165 "1----- RV CL 50 075% • WPVC@0A6% 10 B RYC@D. --.1 r--.IE=892,7 f---- -A r---- ----, r- ®MHA23 -- 30LE-12• --1 --- I GATE VALVE 1 I I I RE=900.86 PREPARED FOR I � XP s®1.0019 1 1 I I (TYP) MF Q DSRIRI IE=891.58 I \111 IliI II 17 18 1 I 1 19 1 20 11 LENNAR HOMES 11 15 9.96 \1 I I rnP> A D7awel ..HED... 301E-12' 0�t590 1 I 14 I I 1 RE902.7 _ VPoATE VDury ]IAN 16305 36TH AVENUE I, MIN NES T A SURE WO PLYMOUTH, MINNESOTA 55]46 I( \ 1 1 1 1 1 13 \ IE=B79.6Iq I RgHpiu I W \ 1 I I 1 1 1 11)11111 1111 ILII 1 IE=NEIN) IE=B]9D-0'/11 IE=891.1] 11 0=16' i 7 II 111 I RCP a' CP as®L00% I I 1 I 11 8" WM 36 ------1 �- �\\I1 I I I I I 11 L_ ___J L ---- J L____J L_ I! RV S®tO]% RCP CL MH -9 I ® RE=900.7 IE=M1.D M) Igd > i 2 pEM90di6 � I IE- 1.0 D=20' - I IE -88292 L-_ 27 ;; 28 CBMH-135-43 UF -IS - SIM I I _ _ _ _ _RE=9DD.16 i r SIM SWIR 035% I I IE=892.3] I 40% C L_____J CBMHg2d \\ \I L 1 /^\ IEE=899.98 -1 I \IE=892.82 \� / 0 \ 30 LF -12' --1 r- _l r ' \ \\ Z RCP CL 5691.00% / MH -113 1 \\ \\ CB -132 1 RE=899.99 2 RE=9010 2 I NINA, \ IF=895.99 ' IE=8B0.5(E) I RE=900.6 \ ' IE -880.51W) I IE=BBOA INEII \ / D-20' I IE -880.8 1 D=m \ 1 i 26 1 1 127 U-18• I I RCPCl500.35% POND 19-E%LOW AREA E% HWL=8932 PROP. HWL=8929 106YR B -B HWL=095.5 D=16' C-110 Hwrs before ciggin9: 811 or call8l1.com UTILITY LEGEND PROPOSED -I SANRARYSEWER -N� STORM SEWER -44A•- DRAINTILE -1- WATER MAN HYDRANT ® 2V MAINTENANC GENERAL UTILITY NOTES 1. THE CONTRACTOR SHAIEVERIFYALL FASTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OFANY DIFFERENCES. L UNLESS OTHERWISE NOTED,ALL MATERAS, CONST. TECHNIQUES AND TESTING SMU CONFORMTO THE 2013 ED. OF THE 'STANDARD L71UTIES SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN.-AND TDTHE 2018 -STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. UNE 9, 2017 INCLUDING THE CURRENT ADDENDUM. THECONTRAC ORSHAIL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE UO AGENCY. 3, THECONTPACORSH UCENETHENECESS WnAMRSFOR ALL WORE OUTSIDE OF THE PROPERTY UMITIM 0. VERIFY FASTING INVERT LOCATION& ELEVATION PRIOR TO BEGINNING CONSTRUCION. 5. THECONTPACOR SHAQ CONTAC'GOPHER STATE ONE ML - FOR FOR UTILITY LOCATIONS PRIOR70 UTILITY INSTAIIATION. I-130 5.50 CS3 LF-15- PCL5®2.70% CO MM -129 D' S0' 100 150' /RE=897.94 IE=89388 RCP CL 5 M 0,35% CBMH-128 RE -897.93 IF -893 JYJN RW 02/19/21 SHEET NUMBER: DESIGNED, CNf BD1srox9 3 PREPARED FOR CNKREa MF Q DSRIRI ..DWAIEURICOMMMS CB-los E-89296 FIELDS OF WINSLOW COVE A DE/Iw21 I ry OMNNR LENNAR HOMES HOAvaxruswE rnP> A D7awel ..HED... 301E-12' WRMwt � M 3= A 0,/EVEI VPoATE VDury ]IAN 16305 36TH AVENUE I, MIN NES T A SURE WO PLYMOUTH, MINNESOTA 55]46 �j A 1861E-15- W MH -9 I ® RE=900.7 IE=M1.D M) Igd > i 2 pEM90di6 � I IE- 1.0 D=20' - I IE -88292 L-_ 27 ;; 28 CBMH-135-43 UF -IS - SIM I I _ _ _ _ _RE=9DD.16 i r SIM SWIR 035% I I IE=892.3] I 40% C L_____J CBMHg2d \\ \I L 1 /^\ IEE=899.98 -1 I \IE=892.82 \� / 0 \ 30 LF -12' --1 r- _l r ' \ \\ Z RCP CL 5691.00% / MH -113 1 \\ \\ CB -132 1 RE=899.99 2 RE=9010 2 I NINA, \ IF=895.99 ' IE=8B0.5(E) I RE=900.6 \ ' IE -880.51W) I IE=BBOA INEII \ / D-20' I IE -880.8 1 D=m \ 1 i 26 1 1 127 U-18• I I RCPCl500.35% POND 19-E%LOW AREA E% HWL=8932 PROP. HWL=8929 106YR B -B HWL=095.5 D=16' C-110 Hwrs before ciggin9: 811 or call8l1.com UTILITY LEGEND PROPOSED -I SANRARYSEWER -N� STORM SEWER -44A•- DRAINTILE -1- WATER MAN HYDRANT ® 2V MAINTENANC GENERAL UTILITY NOTES 1. THE CONTRACTOR SHAIEVERIFYALL FASTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OFANY DIFFERENCES. L UNLESS OTHERWISE NOTED,ALL MATERAS, CONST. TECHNIQUES AND TESTING SMU CONFORMTO THE 2013 ED. OF THE 'STANDARD L71UTIES SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN.-AND TDTHE 2018 -STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. UNE 9, 2017 INCLUDING THE CURRENT ADDENDUM. THECONTRAC ORSHAIL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE UO AGENCY. 3, THECONTPACORSH UCENETHENECESS WnAMRSFOR ALL WORE OUTSIDE OF THE PROPERTY UMITIM 0. VERIFY FASTING INVERT LOCATION& ELEVATION PRIOR TO BEGINNING CONSTRUCION. 5. THECONTPACOR SHAQ CONTAC'GOPHER STATE ONE ML - FOR FOR UTILITY LOCATIONS PRIOR70 UTILITY INSTAIIATION. I-130 5.50 CS3 LF-15- PCL5®2.70% CO MM -129 D' S0' 100 150' /RE=897.94 IE=89388 RCP CL 5 M 0,35% CBMH-128 RE -897.93 IF -893 SHEET NUMBER: D 13 westw 3 1.-8 0 897.517.51 CB-los E-89296 FIELDS OF WINSLOW COVE RE -897.26 OF E=89316 � I 301E-12' m M 3= 5691.00% E F=899.] �j If=8834 (N) 1861E-15- W IE=B834(S) 15 ®0.35%( N 0=16' i 7 m I RCP a' CP as®L00% I I 1 I 8" WM 36 ------1 �- I=893.90 E=893. 311 2' RV S®tO]% RCP CL -00-150 j / V j RE=899A6- - J IE=895.46 2 / / I / ( I MH -9 I ® RE=900.7 IE=M1.D M) Igd > i 2 pEM90di6 � I IE- 1.0 D=20' - I IE -88292 L-_ 27 ;; 28 CBMH-135-43 UF -IS - SIM I I _ _ _ _ _RE=9DD.16 i r SIM SWIR 035% I I IE=892.3] I 40% C L_____J CBMHg2d \\ \I L 1 /^\ IEE=899.98 -1 I \IE=892.82 \� / 0 \ 30 LF -12' --1 r- _l r ' \ \\ Z RCP CL 5691.00% / MH -113 1 \\ \\ CB -132 1 RE=899.99 2 RE=9010 2 I NINA, \ IF=895.99 ' IE=8B0.5(E) I RE=900.6 \ ' IE -880.51W) I IE=BBOA INEII \ / D-20' I IE -880.8 1 D=m \ 1 i 26 1 1 127 U-18• I I RCPCl500.35% POND 19-E%LOW AREA E% HWL=8932 PROP. HWL=8929 106YR B -B HWL=095.5 D=16' C-110 Hwrs before ciggin9: 811 or call8l1.com UTILITY LEGEND PROPOSED -I SANRARYSEWER -N� STORM SEWER -44A•- DRAINTILE -1- WATER MAN HYDRANT ® 2V MAINTENANC GENERAL UTILITY NOTES 1. THE CONTRACTOR SHAIEVERIFYALL FASTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OFANY DIFFERENCES. L UNLESS OTHERWISE NOTED,ALL MATERAS, CONST. TECHNIQUES AND TESTING SMU CONFORMTO THE 2013 ED. OF THE 'STANDARD L71UTIES SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN.-AND TDTHE 2018 -STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. UNE 9, 2017 INCLUDING THE CURRENT ADDENDUM. THECONTRAC ORSHAIL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE UO AGENCY. 3, THECONTPACORSH UCENETHENECESS WnAMRSFOR ALL WORE OUTSIDE OF THE PROPERTY UMITIM 0. VERIFY FASTING INVERT LOCATION& ELEVATION PRIOR TO BEGINNING CONSTRUCION. 5. THECONTPACOR SHAQ CONTAC'GOPHER STATE ONE ML - FOR FOR UTILITY LOCATIONS PRIOR70 UTILITY INSTAIIATION. I-130 5.50 CS3 LF-15- PCL5®2.70% CO MM -129 D' S0' 100 150' /RE=897.94 IE=89388 RCP CL 5 M 0,35% CBMH-128 RE -897.93 IF -893 SHEET NUMBER: 3 westw w N11aPM63IDN4 HNA I IAY6 MH b4 / � I 25 ,� 4 FIELDS OF WINSLOW COVE I�IenAI® .e 1 1•=�--„ W'°'�"`""" `"°° OF AN .BL HM � I 6 2 A,E 07/29/21 ucfxsE xa 41257 ANDOVER MN �"e°°°N°F"e"°E"R�EI` CB -133 1 1 I / 9 I E=]3 I 11=896.73 I / I 5 ii 6 i 7 I 30 I RCP a' CP as®L00% I I 1 I 8" WM MH -9 I ® RE=900.7 IE=M1.D M) Igd > i 2 pEM90di6 � I IE- 1.0 D=20' - I IE -88292 L-_ 27 ;; 28 CBMH-135-43 UF -IS - SIM I I _ _ _ _ _RE=9DD.16 i r SIM SWIR 035% I I IE=892.3] I 40% C L_____J CBMHg2d \\ \I L 1 /^\ IEE=899.98 -1 I \IE=892.82 \� / 0 \ 30 LF -12' --1 r- _l r ' \ \\ Z RCP CL 5691.00% / MH -113 1 \\ \\ CB -132 1 RE=899.99 2 RE=9010 2 I NINA, \ IF=895.99 ' IE=8B0.5(E) I RE=900.6 \ ' IE -880.51W) I IE=BBOA INEII \ / D-20' I IE -880.8 1 D=m \ 1 i 26 1 1 127 U-18• I I RCPCl500.35% POND 19-E%LOW AREA E% HWL=8932 PROP. HWL=8929 106YR B -B HWL=095.5 D=16' C-110 Hwrs before ciggin9: 811 or call8l1.com UTILITY LEGEND PROPOSED -I SANRARYSEWER -N� STORM SEWER -44A•- DRAINTILE -1- WATER MAN HYDRANT ® 2V MAINTENANC GENERAL UTILITY NOTES 1. THE CONTRACTOR SHAIEVERIFYALL FASTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OFANY DIFFERENCES. L UNLESS OTHERWISE NOTED,ALL MATERAS, CONST. TECHNIQUES AND TESTING SMU CONFORMTO THE 2013 ED. OF THE 'STANDARD L71UTIES SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN.-AND TDTHE 2018 -STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS. UNE 9, 2017 INCLUDING THE CURRENT ADDENDUM. THECONTRAC ORSHAIL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE UO AGENCY. 3, THECONTPACORSH UCENETHENECESS WnAMRSFOR ALL WORE OUTSIDE OF THE PROPERTY UMITIM 0. VERIFY FASTING INVERT LOCATION& ELEVATION PRIOR TO BEGINNING CONSTRUCION. 5. THECONTPACOR SHAQ CONTAC'GOPHER STATE ONE ML - FOR FOR UTILITY LOCATIONS PRIOR70 UTILITY INSTAIIATION. I-130 5.50 CS3 LF-15- PCL5®2.70% CO MM -129 D' S0' 100 150' /RE=897.94 IE=89388 RCP CL 5 M 0,35% CBMH-128 RE -897.93 IF -893 SHEET NUMBER: E B rvR ,_,,.,8� westw w N11aPM63IDN4 HNA I IAY6 MH b4 PRELIMINARY UTILITY 39 FIELDS OF WINSLOW COVE I�IenAI® .e 1 1•=�--„ W'°'�"`""" `"°° OF AN .BL HM TaA� I_I•11bIn� PLAN 6 2 A,E 07/29/21 ucfxsE xa 41257 ANDOVER MN �"e°°°N°F"e"°E"R�EI` PROJECT NUMBER: 0028734.00 DATE 07/28/21 PALM ST NW PALM ST NW SYCAMORE ST NW LEV = 902A0 1: STA=o+07.07 �w w ZW 607 fi 6 /-NI EEr E -a W% osD%-&sl% asz% 050% 052% 11 0 1 $.a mm 0 V '$. F $ 6a mm mm m m s.P sa `°ff.. 2m $m % m� Bm m 9158m mm a xm 3 m m $a $a a as am m'w m �� =m �M Sm pp - 1 i aa. Rm LENNAR HOMES xorsoxru uue 6 Q manx, uxe°eoumcuTs LP. STA -431.0 PVI STA =-).10.00 LP. STA=10+6500 NI STA =14.20.00' H.P ELEV =900.496.. vrxnTEynuTr ruw 2;; 7w $'am $'n' $d MINNESOTA 55NUE NORTH, 6 16305PLYMOUTH. 44 m.. H,P. STA =34+8220 ME11V=09920 AD.= -1.00% PVI STA=10+65.00 MELEV =89YA2 EV A0=-1.52% NISTA=1].5 e PVI STA =34+8191 MY REV = 89951 LP ELEV=.897. AD -1.04% 905 A0=1.009% "I ELEV = NOW 900�, § LP. STA = 41.11 $ AD. _ -101% K=86.62 PVI STA = 41 3- K=59.03. H.P.STA =101252) LP ELEV =898:11 K = 89.2) H.P ELEV =899.81 - H P. STA =17+3323 905 PVI ELEV = 697. W w LP ELEV=89).91 ffiar VC 90.00'VC 90 W'VC U99% AD.=2.50% LP ELEV = 89).16 x21% w PA STA =10.25.00 L&SiA=13+50.00 $9 PJI STA = 1]•34.00 h_ LP ELEV = 890:11 H P HEV = 899.86 LP. STA=29.39.09 900 -054% 9; Oso% 11 0,0% LP. STA =5.34.98 050% 196 MELEV-99&62 PVI STA=13+50.00 o.p% aW i<= = M.P. STA = 24 .99.74 PJI STA=29+3000 NISTAg0,00.00. 895 895 . _ PVI EUEV 900 PVI STA =5.2000 895 22 - --W---- AD. =-1.02% PVI ELEV=09@00 - PJI ELEV = 899.92 890 LP STA 21.05,00 NISTA =25.0000 NI ELEV =01% __, i 71111&1 0 1 z PVI ELEV =89].00 WI STA- O+Ob.(q --- K=Ee;S AD, =1.00%-- AD.= NISTA =21+0500 885 -aviEae=- _______-� AD.=1.56% - 2 3 4 5 6 7 8 9 90AV VC 12 13 14 15 16 17 16 45 MD.=1096.LO AD. 1,01% - AD. 1,01%8 AD= K-5776 N15TA•41 w7YCD -90.00'VC MDVc AD= 1.02%. K=8948 M75% -- �� NI ELEV=898.18 - W.00'VC 0 1 2 3 $� 8 e _ 90.00, . gm.... gm_. K�88.45 81 OIN 90.00'VC gP $m 90.00 VC $m. LEV = 902A0 1: STA=o+07.07 �w w ZW 607 fi 6 /-NI EEr E -a W% osD%-&sl% asz% 050% 052% 11 0 1 2 3 4 5 6 7 8 9 10 BMSpxi H.P ELEV=899.05 152ND LN NW CMKCFD. 915 9158m pZ 2 PRELIMINARY STREET -zs �4 " .m $ m y $.P �m N:� pp - 1 i aa. Rm LENNAR HOMES xorsoxru uue 6 Q manx, uxe°eoumcuTs LP. STA -431.0 PVI STA =-).10.00 LP. STA=10+6500 NI STA =14.20.00' H.P ELEV =900.496.. vrxnTEynuTr ruw 2;; 7w $'am $'n' $d MINNESOTA 55NUE NORTH, 6 16305PLYMOUTH. 44 H,P. STA =34+8220 ME11V=09920 AD.= -1.00% PVI STA=10+65.00 MELEV =89YA2 EV A0=-1.52% NISTA=1].5 e PVI STA =34+8191 9100 LP ELEV=.897. AD -1.04% 905 A0=1.009% "I ELEV = NOW 900�, § LP. STA = 41.11 $ AD. _ -101% K=86.62 PVI STA = 41 3- K=59.03. AD:=-093%� K = 89.2) 905 905 PVI ELEV = 697. W w 9000 VC ffiar VC 90.00'VC 90 W'VC U99% AD.=2.50% N x21% w = 3 200 K LC $9 $a $n h_ vlw tim 900 900 -054% 11 12 13 14 15 16 17 18 SYCAMORE ST NW M g �m m -- 0.69% PVI STA = 3.6241\ .PVI ELEV.=. 90056 "'�� PVI STA - 0.00.0 ,?V: ELEV = 0&0 4 3 2 1 19 20 21 22 23 152ND AVE NW 4 PALM ST NW B 30 31 935 Hxm sm xm Bmm $m $m 930 LP ELEV =89110 LP. STA =1.81.55 PVI STA=1.W.00 PVI ELEV =296,90 AD. =1.11% K=Bt 0 Nov VC H. 0 P ELEV = 899.0 HP. STA= 5.54A5 WI STA =5.50.P] NI ELEV = 09920 AD. _ -1.11% K = 01.10 ND VC QUINCY ST NW $P. 02/19/21 SHEET NUMBER o4M6xTo. HP ELEV =899.0 BMSpxi H.P ELEV=899.05 PREPARED FOR CMKCFD. 915 9158m CrtY PNx W4ifA5MFDCOMMFNR PRELIMINARY STREET Sm 8a.. . H.P. STA =14.00.52 H.P ELEV =996 LENNAR HOMES xorsoxru uue 1+Ixv Q manx, uxe°eoumcuTs LP. STA -431.0 PVI STA =-).10.00 LP. STA=10+6500 NI STA =14.20.00' Q wavxl vrxnTEynuTr ruw 2;; 7w $'am $'n' $d MINNESOTA 55NUE NORTH, 6 16305PLYMOUTH. 44 N ME11V=09920 AD.= -1.00% PVI STA=10+65.00 MELEV =89YA2 EV A0=-1.52% NISTA=1].5 e 91 9100 AD -1.04% 905 A0=1.009% 900�, § m $ m K=86.62 K=59.03. AD:=-093%� 905 905 a W w 9000 VC ffiar VC K=900 9007 VC 90 W'VC U99% >��- N x21% w 8 gm w $9 $a $n h_ a 900 900 -054% 9; Oso% 11 0,0% 050% 196 aW o.p% aW i<= n9D% NISTAg0,00.00. 895 895 . _ PVI EUEV 900 895 22 - --W---- --_------ - 890 890 ________ ______ __, i 71111&1 0 1 z zPJI$PVI WI STA- O+Ob.(q --- 885 -aviEae=- _______-� - 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 895 890 N15TA•41 w7YCD -- �� NI ELEV=898.18 - 0 1 2 3 4 5 6 ) e _ ________ _____.. 41 890 PVI FA=4T.9802 NI ELEV=OBbp 885 34 35 36 31 38 39 40 41 42 QUINCE ST NW 151 ST LN NW 935 935 'ZS i- g�. "� $m. $�. $m e�. Gm am am $.m $'m $: e"� 9306 -2 gm $� ffm g� em s$ m 930 QUINCY ST NW $P. 02/19/21 SHEET NUMBER o4M6xTo. HP ELEV =899.0 BMSpxi H.P ELEV=899.05 PREPARED FOR CMKCFD. 915 9158m CrtY PNx W4ifA5MFDCOMMFNR PRELIMINARY STREET LP ELEV=WAD H.P. STA =)+10.00 LP ELEV =89].54 H.P. STA =14.00.52 H.P ELEV =996 LENNAR HOMES xorsoxru uue 1+Ixv Q manx, uxe°eoumcuTs LP. STA -431.0 PVI STA =-).10.00 LP. STA=10+6500 NI STA =14.20.00' Q wavxl vrxnTEynuTr ruw 2;; 7w $'am $'n' $d MINNESOTA 55NUE NORTH, 6 16305PLYMOUTH. 44 NISTA =4.1000 MELEV=0)70 ME11V=09920 AD.= -1.00% PVI STA=10+65.00 MELEV =89YA2 EV A0=-1.52% NISTA=1].5 e 91 9100 AD -1.04% K=9020... A0=1.009% MELEV:=096. m K=86.62 K=59.03. AD:=-093%� 905 905 9000 VC ffiar VC K=900 9007 VC 90 W'VC 9=9726 :W 9DA(YVC >��- WI STA=1.9904 WI STA - 89600 8 m 8 a 8 gm w $9 $a $n h_ a 900 900 -054% 9; Oso% 11 0,0% 050% 196 aW i<= NISTAg0,00.00. 895 895 . _ PVI EUEV -._------_.a _ - 890 890 ________ ______ __, 71111&1 0 1 z zPJI$PVI 885 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 LP ELEV =B97A1 LP: STA = 9.30.00 PVI STA =9.30.00 M ELEV = 89730 AD. -1MH X=90.00 9020'VC 9 10 11 0' 100' 200 300' Ixrnulssxe 02/19/21 SHEET NUMBER o4M6xTo. c"T BMSpxi ����yy���������� WCs�Y PREPARED FOR CMKCFD. CNi Q pyyl/xl CrtY PNx W4ifA5MFDCOMMFNR PRELIMINARY STREET 0PA1`T° °A° xm9m cmcoMMwTs LENNAR HOMES xorsoxru uue 1+Ixv Q manx, uxe°eoumcuTs PROFILES 62 yexrlw sut[ r.lv Q wavxl vrxnTEynuTr ruw MINNESOTA 55NUE NORTH, 6 16305PLYMOUTH. 44 PROJECT NUMBER 0028734.00 DATE: 07/28/21 LP ELEV =B97A1 LP: STA = 9.30.00 PVI STA =9.30.00 M ELEV = 89730 AD. -1MH X=90.00 9020'VC 9 10 11 0' 100' 200 300' 0 V 3 0 z 3 0 Ul ci W LL SHEET NUMBER i�uww°im�9'°n'u�iauws ����yy���������� WCs�Y 40 M°fl4ru�4 r PRELIMINARY STREET FIELDS OF WINSLOW COVE �_ ..;ate : DE PROFILES 62 mte 07/28/21 .N,. T 41257 ANDOVER MN PROJECT NUMBER 0028734.00 DATE: 07/28/21 0 V 3 0 z 3 0 Ul ci W LL 151ST AVE NW REDWOOD ST NW m - p, -- m- m m m LP EUN = 098.03 LP. STA = 3.3051 PVI STA = 3.3D00 PVI ELEV = 897,90 AD. =1.14% K = )905 SKEW VC PVI STA = 0-M01) PVI STA = 6+42.741 'PVI ELw= 899 965 -- -` _- .PVI - -.89- 0 1 2 3 4 5 6 7 151ST LN NW SYCAMORE CT NW m g�x amIG Em s J.g 2. $m g 9� R:g B, mg HP ELEV =89863 LP ELEV =89).97 HP. STA= 3.19.88 STA =] •62188 FA STA'=3.19.81- - . wl STA=1+460 wIELEV=890.)6 wI ELEV =89).80 AD. _-1.1096 AD. =1.72%. K=8169 K=5224 90001 V SOW VC 5 4 3 2 1 �4. $m. $� $� a ag V -2 g 9� R:g B, mg IXSIXxm KXP Imm m'$ g 18 Fm met.N q y� C TT b.N b�ry RN q A -N m '8m''gg^ $•^ $':A m mg 8 nqN -§ f.$ ..N, DM A W"K, & M A &'. $. m XDPaDXTN,WL LP ELw = 89355 A ..I - $� 0 ELEV = 89995 VEETGLLSQ,E LP EfEV = 89807 A 07/1Y21 SEA =15.45.15 �°"°"�°"'E'""" RTH, SUITE E00 163 RYMOUTHE MINNENUE ESSOTA SWIS 'PVI STA =1 Lk 5TA=0+53.15 HP ELEV =898.57 0 PVI ELEV 8 LP. STA=)+69.01 4 3 2 1 HF ELw:=90269 RK STA "=6.80.02 wl'ELEV = w PVI ELN = 897.76 9D.U0' VC wI STA =0+80.D0 H.P. STA =2+55.00 AD.= 2.10 H.P-STA=7.0205.... PVISTA=7+7000 K = 29.)6 K 3244 4D.=229% H.P KEY 902118 PVI STA =).0000 62.S0'VC wI ELw=09290 A95LEV-890.00 H. P. ELEV=901.12 MELw=099.83 H.P. STA- 2M " Fill ELEV:=902.80 PVI ELw=90200 N.P. AA=12.04.18 1. I.P. STA =57.15 ea AD.= 5.q4% wl ELEV =090.02 W1 STA 412+91*1 H P. STA m480.W AD.=1.U5% PVISTA=1.60.00: AD.= -1:P% wISTA = 12+0277 wl I" = 899.84 AD.= K um K=22.00 AD.= -2.)3% PVI5TA=4960.00 P'/I ELw 899.14'. K=84.51 84 o -029% www NI ELEV A 119.69'VC' 'K.=32.9T wLE1w=901.20 AD. -1.73 Saw 90.W'VC. 90.00'VC AD:e-. '- b I�90➢-O'VC�I v�lin _ ol^ 90.OPV P K=5273 900IX VC $g rh$ $�� 'Ay C N PVI ELEV= B194 Q� D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 y WW '.2 p 0 i rm TA =15+fi850 E 16 15 14 13 12 11 _ A a m� _\ 10 9 8 ) 6 5 4 3 2 152ND LN NW IxnuLlswE 02/19/21 LARCH ST NW IXSIXxm KXP Imm m'$ g 18 Fm met.N q y� C TT b.N b�ry RN q A -N �m g'm ^mo NqWq mR '8m''gg^ $•^ $':A m mg 8 nqN -§ f.$ ..N, DM A W"K, & M A &'. $. m XDPaDXTN,WL ELEV =89]90 A ..I - $� "I STA -5.39.00 VEETGLLSQ,E LP EfEV = 89807 A 07/1Y21 SEA =15.45.15 �°"°"�°"'E'""" RTH, SUITE E00 163 RYMOUTHE MINNENUE ESSOTA SWIS 'PVI STA =1 0 PVI ELEV 8 S7A=15.5000 4 3 2 1 HF ELw:=90269 RK STA "=6.80.02 wl'ELEV = w PVI ELN = 897.76 9D.U0' VC .ELw=897.& AD.= 2.10 H.P-STA=7.0205.... wI5TA=4+00X K = 29.)6 K 3244 4D.=229% H.P FLEV=50008 PVI STA =).0000 62.S0'VC LP ELw=899.06 K=13.58 H.P. STA- 2M " Fill ELEV:=902.80 PVI ELw=90200 1. I.P. STA =57.15 . 31.O4 -VC W1 STA 412+91*1 AD.= ' -107% AD: _ TM% PVISTA=1.60.00: AD.= -1:P% wl I" = 899.84 AD.= K um P'/I ELw 899.14'. K=84.51 84 o -029% www AD 1.07% K=31513 90.00'VC K = 04E30 90.OPV 8n $yNy C :9 0 i rm TA =15+fi850 E 16 15 14 13 12 11 _ A a m� _\ 10 9 8 ) 6 5 4 3 2 NORWAY ST NW QUINCE ST NW IxnuLlswE 02/19/21 CC IXSIXxm KXP Imm m'$ $m. mm Rms ¢m ePa.° i.. PREPARED FOR: CXKIIFD. CNf Q D.Wl U M'DWATDSHEDCOM OF om f.$ ..N, DM A W"K, D «M 2 LENNAR HOMES XDPaDXTN,WL -,M ',-•,tl A ..I WAT.6XEO WMMEVR $� "I STA -5.39.00 VEETGLLSQ,E LP EfEV = 89807 A 07/1Y21 U.E DOHM1 PIAN �°"°"�°"'E'""" RTH, SUITE E00 163 RYMOUTHE MINNENUE ESSOTA SWIS 'PVI STA =1 0 PVI ELEV 8 6 5 NORWAY ST NW QUINCE ST NW Rem 8¢ CC �. ISm ��.a am &�. !g. m.6 K-W,W Bn m'$ $m. mm Rms ¢m ePa.° i.. � � 9o.ao• vc � m � LP ELw = 897.15 om f.$ LP. STA=1+98.16 -R R PVISTA= 1+05.00 2 HP ELEV =09&65 PVI ELEV=89]00 m HP. STA =5.3900 AD. =1.41% $� "I STA -5.39.00 K=636). LP EfEV = 89807 wI ELEV = 09877 9D00' VC NORWAY ST NW iP Rem 8¢ 152ND AVE NW �. ISm ��.a am &�. !g. m.6 K-W,W Bn $$ $m. mm Rms ¢m ePa.° i.. � � 9o.ao• vc � m � m om f.$ HA ELEV = 903.25 -R R FIELDS OF WINSLOW COVE 2 H.P. STA -:.32+79 m m "AN M. BLUHM -O.sm oso% LP ELw=900.62 LP ELEV =.9D LP EfEV = 89807 H.P ELw-901.84 PN ELEV 90342 �°"°"�°"'E'""" LP. STA= 0+1- 'PVI STA =1 -= AD.=ll8% PVI ELEV 8 6 5 4 3 2 1 NORWAY ST NW iP Rem gF. 152ND AVE NW �. ISm ��.a am &�. !g. m.6 $� €P $P $$ $m. mm Rms ¢m ePa.° i.. aP F& �:UMD4m�.,1,w� wW,,.DXDw,X,a IXm4D.,.IXm°XRT. om f.$ HA ELEV = 903.25 -R R FIELDS OF WINSLOW COVE 2 H.P. STA -:.32+79 m m "AN M. BLUHM wI5TA=6.5000 LP ELw=900.62 LP ELEV =.9D LP EfEV = 89807 H.P ELw-901.84 PN ELEV 90342 �°"°"�°"'E'""" LP. STA= 0+1- LPSTA iI+W.94 -= AD.=ll8% PVI STA =0.4 PVI STA=11.10.M DATE: 07/28/21 K = 5052 RK STA "=6.80.02 wl'ELEV = w PVI ELN = 897.76 9D.U0' VC AD.= 2.10 AD. = 2 TM6 wI5TA=4+00X K = 29.)6 K 3244 g� gm 62.S0'VC NI FLEW= 900.30 _____ ____ ____________________ ____ wI STA=I wI ELEV = 12 11 1D 9 8 7 6 5 4 3 2 1 HOLLY ST NW M.R W"RN iP Rem gF. n Ql m -8 mN p mm & -. Gg mg m$ �:UMD4m�.,1,w� wW,,.DXDw,X,a IXm4D.,.IXm°XRT. om f.$ m R -R R FIELDS OF WINSLOW COVE 2 m m "AN M. BLUHM M .l. LP ELw=900.62 62 DArz: 07/28/21 LKFHSF NO. 412$7 H.P ELw-901.84 ANDOVER MN �°"°"�°"'E'""" LP STA --4.02.75 DATE: 07/28/21 RK STA "=6.80.02 - wI5TA=4+00X wl STA =T.ODA6 NI FLEW= 900.30 PVI ELw=90200 AD: _ TM% AD.= -1:P% K=84.51 K=50.)3 90.W'VC 90.00'VC -o`oa.. J 900 900 _ _ _ _ _ _ _ wl E _ / wI STA 0.000] -1.27% o-D.mw 895 _wIELw 0z16- mw-/- Dzr6 ,___/___- v= 895 _ _ � _ 890 890 Lia 99)os 1 0 1 2 3 4 5 5 7 8 9 10 11 0 1W 200' 30D'I SHEET NUMBER 14u" 45D1`v� wrc �wM�m AXW XE �:UMD4m�.,1,w� wW,,.DXDw,X,a IXm4D.,.IXm°XRT. PRELIMINARY STREET 41 FIELDS OF WINSLOW COVE u,.. = T. M.=" OF "AN M. BLUHM M .l. PROFILES 62 DArz: 07/28/21 LKFHSF NO. 412$7 ANDOVER MN �°"°"�°"'E'""" PROJECT NUMBER: 0028734.00 DATE: 07/28/21 elW 4 HP ELW =899.66 du OA% 150TH AVE NgW �... LP ELEV = B739 OSoq al5 LP. STA =1+96.78 aw NW WI STA= 2+0.64 89784 AD. _ -1.64% M ELEV - 89727 y C K =.03,57 ¢ a A':a d.N a xry g m.N oP BN p� 2r p 0 ^� a N R RN & 8..g GGOLDENRODrySTY Pry A m-- m8 -9 -L &a. ^^I is y uN _ -_________________ yutKALS[A4G t m m/ty71 uroeT[Vnurrvux x m a 0 1 2 3 4 5 s A x a PVI STA =7+6465 9 10 ---___ KUMQUAT ST NW ELW=90241 LP ELW=900.63 H.P ELEV=902.76 935 LP ELEV =990.64 H.P ELW=9024 935 930 9m "�. .HIP HPM 0+99 !:-. q Sm j- m. "m. $ 8 LPSTA . g 2F: -o 8 m.. HP. STA 930 935 LP. STA =11.6038 HP. STA =15,.62 LP ELEV=.896.99 LP. .STA =4.64.21. HY4V=90124 H.P. 4A=2+03.02 _y STA9 925 930 WI$iA8+50.0 V +50.0VI %I STA =4.64.30 WI STA =IS. SO.W WI STA=0+50.64 PVI ELEV =902.fi5 926 PVI ELW =900.50 M-ELEV=896,64 A.D.=4.60% WI ELEV =90290 WIEUN=5W51. AD=.250%. MELW=900.50 925 WI ELEV =902:50 AD = -3.23% AD -1.23% AD -13M 9 5 "AD. =130% tin yVC AD= -163% 63.10 VC " K 2TB4. K 73.W K 6923 K. 69.23 K 5524 9064 VC 96W'VC 9064V< 90,64VC 9JW'VC elW 4 HP ELW =899.66 du OA% 897.91 �... LP ELEV = B739 OSoq al5 LP. STA =1+96.78 aw 480% WI STA= 2+0.64 89784 AD. _ -1.64% M ELEV - 89727 0% K =.03,57 AD. - L08% 21 %11.14 0.0.0 � (C LENNAR HOMES 9D.W VC t+m0 o77ma� w^rzuveomN..exts WIELEV=MAD _ -_________________ yutKALS[A4G t m m/ty71 uroeT[Vnurrvux 163036TH AVENUE NORTH SURF 664 PLVMOUTH MINNESOTA 55446 0 1 2 3 4 5 6 7 8 DATE 07/28/21 PVI STA =7+6465 9 10 ---___ KUMQUAT ST NW 935 935 930 9m "�. alas :" p "m 2.. �. !:-. q Sm j- m. "m. $ 8 16 x g 2F: -o 8 m.. 930 935 925 LP ELEV=.896.99 LP. .STA =4.64.21. HY4V=90124 H.P. 4A=2+03.02 LP ELEV 9W.64 LP. SIA=O.W35 " 925 930 %I STA =4.64.30 "WISiA=2.3215 WI STA=0+50.64 926 M-ELEV=896,64 A.D.=4.60% MELEV =0L42 AD. -2.84% WIEUN=5W51. AD=.250%. 920 925 9 5 tin yVC N.m vc 63.10 VC 915 920 7 6 5 4 3 2 1 0 150TH LN NW si r "� $: $,N is im 3m m ">a a� a:1 p 3m jw' 2WI STA=0.WXY M LEV M- 09&45 WIELW=08027 _ __ 1/ 11 10 9 8 7 5 5 4 3 2 1 HP ELW =899.66 N1 Issue 897.91 HP STA = 6+3922 LP ELEV = B739 1.15.89 PVI STA 6+36.W LP. STA =1+96.78 )t25.W WI ELEV = 899)9 WI STA= 2+0.64 89784 AD. _ -1.64% M ELEV - 89727 0% K =.03,57 AD. - L08% 21 90.07 VC K = 83.57 (C LENNAR HOMES 9D.W VC jw' 2WI STA=0.WXY M LEV M- 09&45 WIELW=08027 _ __ 1/ 11 10 9 8 7 5 5 4 3 2 1 11 12 13 14 15 16 17 18 19 20 KUMQUAT ST NW EP. m8 -.R.. E.g. mg N1 Issue 02/1921 SHEET NUMBER DU*NEA cxr xerslws LP ELEV =900.64 HP ELEV=90106 PREPARED FOR cxLKrm. 4M` Q asrzl7zt alrulowATusxEowwwurs PRELIMINARY STREET PVI STA=0.5000 WI SIA=1+7302 D.. °" D D)1 7t 1 Ow o wrs LENNAR HOMES °xirnxTus t+m0 o77ma� w^rzuveomN..exts VISTA =9.0:00 K=2287 K=79+49 yutKALS[A4G t m m/ty71 uroeT[Vnurrvux 163036TH AVENUE NORTH SURF 664 PLVMOUTH MINNESOTA 55446 0 PROJECT NUMBER: 0028734.00 DATE 07/28/21 11 12 13 14 15 16 17 18 19 20 KUMQUAT ST NW EP. m8 -.R.. E.g. mg �8 im mg mg SHEET NUMBER �NNMW� W�DNWl Au LP ELEV =900.64 HP ELEV=90106 LP REV 899.99 - LP.STA =0+%57 H.P. STA=1+71.78 H.P. STA =2.6485 LP. STA =3.9994 PRELIMINARY STREET PVI STA=0.5000 WI SIA=1+7302 WI STA=4+020 - MELEV=90.51 MELEV=.901.19 nI ELW=M.116 AD.=255% AD.= -1.13% K=938&15" AD=127% VISTA =9.0:00 K=2287 K=79+49 07/28/21 uaxsL xO 41257 K=7382 ANDOVER MN 5833' VC. OAP VC. 90w VC Pyl ELEV_ 9DYST � � WI£12V =900.05 0 1 2 3 4 5 6 0 NOLIA ST P w$ Rg PVI STA =1+8D W WI ELEV= 9043. `WI STA =LI.W.W WI ELEV_= KIM 1 2 2 0 1 2 3 4 5 6 7 7 0' 1w 2w 64 150TH LN NW SHEET NUMBER �NNMW� W�DNWl Au westw HP ELEV = 09&70 DFTK,ATE"K�UOTA H.P. STA =2.6485 '.1-"l-=- PRELIMINARY STREET M STA = 3+64.65 nt ELEV = 09833 I.,Z;-,.4 µo;1d�m'"`" AD, =dA1% K=938&15" l VISTA =9.0:00 9aw VC 07/28/21 uaxsL xO 41257 NI ELW=90142 ANDOVER MN `�"eo4^Oti°'�Si1e�^• � m �g PROJECT NUMBER: 0028734.00 DATE 07/28/21 PVI STA =7+6465 ---___ _- PVI ELEV=89430 2 0 1 2 3 4 5 6 7 7 0' 1w 2w 64 SHEET NUMBER �NNMW� W�DNWl Au westw 42 DFTK,ATE"K�UOTA '.1-"l-=- PRELIMINARY STREET FIELDS OFWINSLOWCOVE I.,Z;-,.4 µo;1d�m'"`" OF 1 l PROFILES 62 07/28/21 uaxsL xO 41257 ANDOVER MN `�"eo4^Oti°'�Si1e�^• PROJECT NUMBER: 0028734.00 DATE 07/28/21 I Mf IVPM HITNUNF LAYOUT MAK x aMwro) OU151DE DROP 9ANRARY SEWER MMTNOIE SNALLAW STORM •SEWER MMHOLE a 40110 ®� GATE VALVE AND BOK 66 •202AV..: M inxonroI FI A® T � d.i ex.%• 1 W=RMY SEnER SERVICE DETAL Y� ,�� s• 0128. }• 4}� SFiuTi:i � {} hll` SSP I{ .j t' azsx Q{ tjz F• kjj' ::Y•[!"sy dl t h See 1 yB TI t' :iY.:Y B6 a)ie ^. n I 1732 m t iI L 1 ti , 399 o E pSP _ i'•�! h 9 ilt4� E[ 16p a F .J ,I»,x RIPRAP AT RCP OUTLETS N1A ro \ 7 roro•�' _ aro ro WAS MAIN INSULATION s FAMH BASIN. TME 401 401.1 SOEEfl1 SAICNRE TAOE F16 7? w...a...av,........ Pte... �.� WATER SERNCE DETaL �P '1088 T m ww�rc zN . \e• •rad„w„^ 02/19/21 oEsreNE° -FIi'MWl ISIDxx: PREPARED FOR aFcuu cNE A Pkmrzl mrAu°wnnuxE°roxmPNrs 418E a)1W=' m cD "°*: LENNAR HOMES N°x¢°Nruv... Q mmvn wATEUNEPc°xNENrs 1630536TH AVENUE NORTH, SUITE 600 yxfIKPI SCPIE Q N/18Az1 UPMR VIIUM1 PUN PLYMDUIH,MINNFSOTAS5M6 FAMH BASIN. TME 401 401.1 SOEEfl1 SAICNRE TAOE F16 7? w...a...av,........ Pte... �.� WATER SERNCE DETaL �P '1088 T m ww�rc zN . I wlNExrA�1EOxM ,wr6twnuxW� I� µi"E I NmNsm°IAVPs1uN... E.�xN. u� w mE um RYAN M 6LUHM PAT, 0728/21 Mc ENO, 41257 FIELDS OF WINSLOW COVE ANDOVER MN El" i STANDARD 4• g ETER STORM SEWER MANHOLE (MFS 2i' dE IF55) M DD K ISOAIETRC ,TF,LLAJR�EJD END SECTION LIIV .Y:419A V:c 1.1 LW1rF pxI— A •ro } A PUN w a sECLIax w �uwwpL[ METx SNMARY SEWER MANHOIE,•TYPE JOt®••• mic OVERSIZED STdiM SEWER MANHOLE' (PIKS ]0• t WiGCP) CA701 BASW. TYPE 420M1� SHE43 ET NUMBER DETAILS Of 62 PROJECT NUMBER 0028734.00 DATE 07/28/21 \e• •rad„w„^ Zr ATLH B.SN/14NNOLE WRH SUMP. TYPE 403 I wlNExrA�1EOxM ,wr6twnuxW� I� µi"E I NmNsm°IAVPs1uN... E.�xN. u� w mE um RYAN M 6LUHM PAT, 0728/21 Mc ENO, 41257 FIELDS OF WINSLOW COVE ANDOVER MN El" i STANDARD 4• g ETER STORM SEWER MANHOLE (MFS 2i' dE IF55) M DD K ISOAIETRC ,TF,LLAJR�EJD END SECTION LIIV .Y:419A V:c 1.1 LW1rF pxI— A •ro } A PUN w a sECLIax w �uwwpL[ METx SNMARY SEWER MANHOIE,•TYPE JOt®••• mic OVERSIZED STdiM SEWER MANHOLE' (PIKS ]0• t WiGCP) CA701 BASW. TYPE 420M1� SHE43 ET NUMBER DETAILS Of 62 PROJECT NUMBER 0028734.00 DATE 07/28/21 \e• •rad„w„^ rm rau I ry +. F3EVATM "••s.N A.m SIAUCIYIE TAPAE POND SKMMER STRUCTURE WITH WEIR WALL vov» Tx U 418E I wlNExrA�1EOxM ,wr6twnuxW� I� µi"E I NmNsm°IAVPs1uN... E.�xN. u� w mE um RYAN M 6LUHM PAT, 0728/21 Mc ENO, 41257 FIELDS OF WINSLOW COVE ANDOVER MN El" i STANDARD 4• g ETER STORM SEWER MANHOLE (MFS 2i' dE IF55) M DD K ISOAIETRC ,TF,LLAJR�EJD END SECTION LIIV .Y:419A V:c 1.1 LW1rF pxI— A •ro } A PUN w a sECLIax w �uwwpL[ METx SNMARY SEWER MANHOIE,•TYPE JOt®••• mic OVERSIZED STdiM SEWER MANHOLE' (PIKS ]0• t WiGCP) CA701 BASW. TYPE 420M1� SHE43 ET NUMBER DETAILS Of 62 PROJECT NUMBER 0028734.00 DATE 07/28/21 yr wnM emnx .a•: � e�A PREPARED FOR LENNAR HOMES 1630536iHAVENUE NORTH, SUITE 6W PLYMOUTH MINNESOTA SSK6 Na[„RW o� OVUM ��xw: [ `,S.E,;.,ED wN DLIXNRDMNMM D xXw^ FIELDS OF WINSLOW COVE ANDOVER, MN Westwood u SHEET NUMBER 44 OF U G DATE 07/28/21 i,..i!_.+ RE •ecce :ml, aw W OR SILT FENCE mn&x: mr CaMMFNfS p WWI Dt31 H01 Q Ri�.pi wgisxsX[DcoMMsxrs R M'L tai[ 97/28/21 uc[xs[rro. 4125/ m/mrzt urw,rt vnunpux CATCH BASIN/MANHOLE W TH SUMP, TYPE 411 411G •Xu .,• M. •• IeNe suTwN OITCH CHECK (MY OR STRAW) p DIRMRN iw OF w[u[ow.xsn -ww �� � mnBrneuc IjI:I�Ij11;'� Noicc xSigLL 4pMp pF P MX W i SpFC 3 W t BmpwRSMu[eFcussni v[a Mxwisp[c3w, RIRIWPOVERFLOW 4 N; RI6PE6TM1E SFCIKKI SURMOUNTABEE CONCRETE CURB h GUTTER 501 I wx PUN NOTE � uN we. iwmr ry i.:.avn .r wve ry 1�1 BALE CHECK FOR SIURM SEWER INLET 604 TYPE III BARRICADE DESIGN DFJO ENDS O ENO OF ROADWAY 6U9 �w POND BENCH l._ MATCH EXISTING BITUMINOUS ,b D �V� FFhhN .. SECRON ROCK MTEA FOR STORM SEWER INLET nvF.c stw. eDDD is[x, a [cn 0� m nea .ua, nm e�1e m��v- BEORIENf CQIIROL IORas. meter, On Msv �� er•i..xrrr,m wIIML65xe 07/19/21 PREPARED FOR LENNAR HOMES 1630536iHAVENUE NORTH, SUITE 6W PLYMOUTH MINNESOTA SSK6 Na[„RW o� OVUM ��xw: [ `,S.E,;.,ED wN DLIXNRDMNMM D xXw^ FIELDS OF WINSLOW COVE ANDOVER, MN Westwood u SHEET NUMBER 44 OF U G DATE 07/28/21 T 1 N W OR SILT FENCE mn&x: mr CaMMFNfS p WWI Dt31 H01 TYPICAL URBAN STREET SECTION _,.. �•_.Y^8, TYPICAL TRAIL SECTION ao. w•a SKiNINA A ISI RIPRAP DISSIPATION AT DITCH OUTLETS ST; I SOT D�Nx wIIML65xe 07/19/21 PREPARED FOR LENNAR HOMES 1630536iHAVENUE NORTH, SUITE 6W PLYMOUTH MINNESOTA SSK6 Na[„RW o� OVUM ��xw: [ `,S.E,;.,ED wN DLIXNRDMNMM D xXw^ FIELDS OF WINSLOW COVE ANDOVER, MN Westwood DETAILS PROJECT NUMBER: 0028734.00 SHEET NUMBER 44 OF U G DATE 07/28/21 N p Drc xDWATx mroMMNm 0. mn&x: mr CaMMFNfS p WWI " iouian ;�'�w�`.:®ay.'" ""°° Iwlw,aew °rvaa3 M��� xquiOxiusw[ �� � Q Ri�.pi wgisxsX[DcoMMsxrs R M'L tai[ 97/28/21 uc[xs[rro. 4125/ m/mrzt urw,rt vnunpux ,VA A BEIIMp IIC \ uMRA�Tr YmAT BL ON K STAUG 6s - anruLL sxwG sm nm.) sAAa nasnz.r F�V.ATLIX naR AA BE\pp IIP aPLATU .I TOM nL SAUGTANS rvrv1¢ L GA,ABIE suWG BDA pwo ASARP RANT M BE VWN Fq VIB1NAaE T9PIrA�A A NTM os' — — SUIT.... SIL (1.) WALf K1FA Nay[ a IAM PM PAO 11L0' Ma➢XnMI e " / / qa' L nr mPsoa m G IM it P sGNI¢D (re.) m aBvuD a,.ANL sIAwG zGt (rro.) VILLA WALK—OUT (WO) .TS auDEWr A. I aiADE rai PAO ,0 9WIAYF ��; TY yVPP NaYDaWI g " I L DS'1@SOL CIA V £YP,1 nMN Exax— — W sawsD (m.) AU. NAMANG UGL (,1P.) VILLA LOOK—OUT (LO) N.T.S. WALE A'. Ma15E I O1HE LQ PAD T [N�rn1 r RawWB Irm.) anASE s.Wexc Sy (IIP.) VILLA SLAB ON GRADE (SOG) Nzs. NOTE 1: ALL ORGARNIC MATERIAL WITHIN THE RIGHT OF WAY TO 110 FEET BEYOND THE FRONT PROPERTY LINE FOR THE FULL WIDTH OF THE LOT SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL MATERIAL WITH NO MORE THAN 5% ORGANICS BY VOLUME. L W AIMAT c AGWI 9 RaWMAY GA.GI P/M.AYY U, G ,uWA rm SR�CNRB 1Y11RE 22 - GRADE AFTER xWSE GRADE FOR PAp ItROADWAY I I PH` INVLLLISSVE 02/19/21 . _----______________ , oruxlu GM xnmGNR It PREPARED FOR LNmAED aA 0Bstvxl G,r IRDwAnAWRn oGnNEvrs ` i+, OVA, ENOIEERE➢RLL=, '—ENGINEERED Fla- � "SAW T LENNAR HOMES NGRaGN,ALSCAIL SINGLE—FAMILY RAMBLER p,Npa, A,ERSNEGLGMAIRAS WIS. narAxuALL AQA 6 .." Q uPDAR Unury PUN 163053MOUTH. MINNUE NESOTH.A SUITE fiOD PLYMOUTH. MINNESOTA SSR46 L W AIMAT c AGWI 9 RaWMAY GA.GI P/M.AYY U, G ,uWA rm SR�CNRB 1Y11RE 22 - GRADE AFTER xWSE GRADE FOR PAp ItROADWAY I I PH` I Law' ro wBGRAOE . _----______________ , WrNN,.Iwood w V UaNSM wx.'vou `w It FIELDS OF WINSLOW COVEWAN ;. ....ENT G a5' TCPYJL ` i+, . 07/28/21 41257 W,E. IRWs xG. ENOIEERE➢RLL=, '—ENGINEERED Fla- E"nll SINGLE—FAMILY RAMBLER (R) SHIT SUE BEARING SHR (OP) wIrABLF BLMwL SqL (rYP WIS. 11W OIRREC1ED PAD (SEE ND1E 1 63' NWy PAB ]]' AWl Bim f ftOABWAT N Y IN Y A�2wIWIIV R.aW MUM, ,Fd UMNUNT O N,u2 (VARIES) ITS SiRVLNRES 1( FINISHED GR B A R Ncum I q nNISHEO GRADE FOR PAD D Of GROUND AT WALKDUT a5 a5' TOPSM UNLESS Ol11FRM4 CARAC " F X UMTS _ _ _ 0.0Y tiA � U, T SUDGMADE nP 0.6' TMSCIL `A ``�, %Y i BASELaHT FLUOR /—EXONEFRFD flLL NG% ( _ ______ fMWIFEREO FLL=, A:S I efE NATQI PROPOSED GROUND AT WALKOUT ELEVATIp! - " wrtAB1E BEAIxc ML (Tm.) xGINEwonLL SINGLE—FAMILY WALKOUT (WO) n,G SInrABLL BEAeNB zaL (w.) AIEA .. 110' TWIN RAAAY WAY BE .U. TGA AIV NNR SIRVLTRES i— gym' TCPSOL —ENGINEERED nLL w NABLE BEARING SGL (TP.) IAEA BETEG'IV UPON WR.IANAL,.R WAY VC PUPUNTA. MLR SNYCNRES -ENONEERED PILL SUITABLE BEANNG SGL (TYP.) N' TDS aIXRADE ,1 10 k ITW 1 ENLNEEREO SINGLE—FAMILY LOOK—OUT (LO)FAMILY LOOK—OUT (�) N.T.S. nC Fg1N Mo PAD (SE NOTE 11 2Y WAVE AFTSR NW2 GRADE FOR PAo �EHCIXFEREO nLL F BEMWG Sal (TP.) `MI GRADE MG, Houm U. nM9fa MADE fm PAG 1 1 GARAGE Room EL HOLD 00MN UNITS _ _ _ Ii.erc i0 9JBOLAOE DS TOPSOIL ,, t\ �',; ENGINEERED nLL—.—L SINGLE—FAMILY SLAB ON GRADE (SOG) N. i.S. IMWIRMfT,AVi wwHPUMN,Mu lUUPIPIG VN WrNN,.Iwood w V UaNSM wx.'vou `w FIELDS OF WINSLOW COVEWAN ;. K lerlwl.um �..e.�Yvnava (UN;- . 07/28/21 41257 W,E. IRWs xG. ANDOVER MN Q ROADWAY ROIDWAT 1 I SHEET NUMBER DETAILS 4562 PROJECT NUMBER 0028734.00 1 DATE 07/28/21 1487H LN NW C Ift a Hours be(me c iggir : 811 or ca11811.com Preliminary Plant Schedule —� e CODE OTE. COMMON/BOTANICM NAME SIZE SPADWO.C. MATURESIZE NOTES-WANEETE"ONPU WPFRSEDELISTOUANII MINTHEWENTOFApSCAE U.. -REFERTOFlNALIANDSWEPIANSFORSPMULOCATIONSPNDOUI TITIU Landscape Provisions Native Seeding Legend SITE LANDSCAPING PROVIDED 1.011 TREES OVERALL LANDSCAPE PLAN PROJECT NUMBER 0028734.00 F, --T7 STORMWATER SOUTH&WEST • OVERSTORY DECIDUOUS STREET TREES: 513 TREES o MIA, OITAKDnATER5HmC0MMFNIS NATIVE SEED MIX MNDOT (33-261) • O>RFRRRYDECI iREFS: 23 TREES 0OFW,, ..BBM.DR,,.Im TOTAL AREA 13.6 AQ TREE, • CONIFEWODCI403 TREES • ORNAMFMALDECIDUOUSTREE: 66 TREE MESIOPRAFER GENERAL SEED MIX MMOTDS-MR iOTALMEARIAq NOTES: L STREET TREE LOCA➢ONS AND SPACING ARE SUBJECT TO CHANGE BASED ON OPLL DISTVRBEDpRFAS TO RE SODDED UNlF55 NOTED CONSTRUCTED DRIVEWAY AND UOUTY LOCATIONS. oiHFR'MSF 2. STREET TREES SHALL BE PLANTED 15' FROM RACKOF CURB, INALOCARONTHATOOES NOT INTERFERE WITH CURBSTOPS OR INDNIDUAL SEWER& WATER CONNECTIONS. 3. NO PLANTING WILLBE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEARFA Planting Legend STREETDECIDUOUSWERSTORYTREE ^LN' BUFFER MODUOUS OVERSTORY TREE CONIFEROUSTFIEE ORNAMENTAL T- V 2007 40D 600' DFNDxFD ov IxEIwLrsNe 02/19/21 PREPARED FOR LENNAR HOMES 63 PLYMOUTH, MS 36ffEI INNESOTA 5W6E NORTH SURE � orse wP:ECIxAlrunx uwn.RmneF ww:.x0 al.�'E�m�[,DT: FIELDS OF WINSLOW COVE ANDOVER MIN .■.e�y��.��J ■rCDLYYWY OVERALL LANDSCAPE PLAN PROJECT NUMBER 0028734.00 SHEET NUMBER: 46 OF 62 DATE 07/28/21 RFvewrs: CFEE.. aF o MIA, OITAKDnATER5HmC0MMFNIS °1/IMI pry CONM[XR [u leuluiwfm [ a� lwlu,e,m ,... 0OFW,, ..BBM.DR,,.Im DsiF 07/29/21 .,.,E, 53774 A PF/[VRI u—uF--,— dpi L Q . . . . . . . . . . . . . . . . . . . . . . .. - - - - - - - - - - - - - - . . . . . . . .. . . . . . . IDIP . . . . . . . . . . . . . . . . . . . . . P. . . . . . . . . . . . . T QT . . . . . . . . . . S . . . . . . . - - - - - - - - - - - . . . . . . . . . .... . . . . . . L. . . . . . - - - - - - . . . . . . . y. . . . . . . . . . . . .............. . . . . . . . . . . . . . . . . . . .. TWI"A W�H13TATEQFWMMI�. FIELDS OF WINSLOW COVE ANDOVEIR, MN I . . . . . . . . . . . . . . . . . . . . . . . . . . — - — - — - . - - - - - - - - - - - - - - . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . 61 - - - - - 891.6 P'F . . . . . . . . . . . . . . . . . . . . . . . . . . WGIDL0S 1 ME'ER 07/28/21 UKENSENO, 53774 . . . . . . . . . . . . . . . . . . . . . . . — 7 -� ` /- I r - . . . . . . . . . . (p- . . . . . . . . . . . . . . . . . . . . 17� - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . - - - - - . . . . . . . . . . . . . . . - I li I. . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - . . . . . ... . 891 . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - � ) - - - - - --- - - - - - - (�)- - - - - - - Q . . . . . . . . . . . . . . . . . . . . . . .. - - - - - - - - - - - - - - . . . . . . . .. . . . . . . IDIP . . . . . . . . . . . . . . . . . . . . . P. . . . . . . . . . . . . T QT . . . . . . . . . . S . . . . . . . - - - - - - - - - - - . . . . . . . . . .... . . . . . . L. . . . . . - - - - - - . . . . . . . y. . . . . . . . . . . . G1140 Hmn before dlqqjN: 811 or call8l l.com �T- Landscape Legend SHRUBS Native Seeding Legend STORMWATERSOUTH&WEST WE SEED MIX MN (33-261) TNTALAREA (3.6AC) MESICPUkR.EGENERA- SEED MIX IX (3&241) TOTAL AREA (142 AQ • ALL DISTURBED AREAS TO BE SODIXD UNLESS NOTED OTTEMSE SV 1w 15V .............. . . . . . . . . . . . . . TWI"A W�H13TATEQFWMMI�. FIELDS OF WINSLOW COVE ANDOVEIR, MN I PRELIMINARY LANDSCAPE PLAN PROJECr NUMBER "..,34 00 1 SHEET BU.EER,+ 50 DATE: 071281 'l 621 . . MIA, ..D.OWNUUM - - - - - v P'F . . . . . . WGIDL0S 1 ME'ER 07/28/21 UKENSENO, 53774 2WWIDERIPHAP 'OUTLET - LIV=8901 - - - - - - - - - - - - - - - - - - - - .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G1140 Hmn before dlqqjN: 811 or call8l l.com �T- Landscape Legend SHRUBS Native Seeding Legend STORMWATERSOUTH&WEST WE SEED MIX MN (33-261) TNTALAREA (3.6AC) MESICPUkR.EGENERA- SEED MIX IX (3&241) TOTAL AREA (142 AQ • ALL DISTURBED AREAS TO BE SODIXD UNLESS NOTED OTTEMSE SV 1w 15V .............. . . . . . . . . . . . . . TWI"A W�H13TATEQFWMMI�. FIELDS OF WINSLOW COVE ANDOVEIR, MN I PRELIMINARY LANDSCAPE PLAN PROJECr NUMBER "..,34 00 1 SHEET BU.EER,+ 50 DATE: 071281 'l 621 . . MIA, ..D.OWNUUM - - - - - - - - - - - - - - - . . . . . . WGIDL0S 1 ME'ER 07/28/21 UKENSENO, 53774 2WWIDERIPHAP 'OUTLET - LIV=8901 - - - - - - - - - - - - - - - - - - - - .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MND21 Ol.TLET=M5 HW'-sBa, . . . . . . . . . . . . . . . . . . . . IIJ. i 9 . . . . . . . . . ... / J I G1140 Hmn before dlqqjN: 811 or call8l l.com �T- Landscape Legend SHRUBS Native Seeding Legend STORMWATERSOUTH&WEST WE SEED MIX MN (33-261) TNTALAREA (3.6AC) MESICPUkR.EGENERA- SEED MIX IX (3&241) TOTAL AREA (142 AQ • ALL DISTURBED AREAS TO BE SODIXD UNLESS NOTED OTTEMSE SV 1w 15V "U'R 02J19121 PREPARED FOR LENNAR HOMES 16305 WHAVENUE NORTH, SUITE 600 PLYMOWK MINNESOTA 55� TWI"A W�H13TATEQFWMMI�. FIELDS OF WINSLOW COVE ANDOVEIR, MN I PRELIMINARY LANDSCAPE PLAN PROJECr NUMBER "..,34 00 1 SHEET BU.EER,+ 50 DATE: 071281 'l 621 . EHF MIA, ..D.OWNUUM DM A WGIDL0S 1 ME'ER 07/28/21 UKENSENO, 53774 r, N POND 15 r OUTLET=889.5 BOTTOM=879.0 HWL=891.2 L _ I® ) gyp `� / ♦ 1�0' Gi '� I¢� 111►. ► ✓ f����,;. - I Na i Ria.. �... 4A!I. `Ai�sl�if���` �-AX� few J�ID l Vii: v �; �I .., .a• 11�Ltitif� � R a .� 4< �`�'-��Y�€-- � i�� ° ' i'':♦' 'mai- •e.�. B Fir {R 1� ISO ass i♦ so�'9°°�� °�j1a ♦♦�` o-''.ie�=n�w�,og"ice -s%.� `� . .. ` �Ip� ;VX 'lI �� Ise\o P- .ro > +�9.�--rtt�..et. � a�,;r.•Sy��IOIi�'Ird�,a'' 0� �rDd♦♦•. r FTw�ii � .�Y'6�vA A'a (rf` /�!>.si'sF'!+-Sr•"•�AA�e ®.,r. �s¢"6•��O,e.,�?`A-a�A �� off, .O J�J>Ae:6ag>odpmA's``'° O�1 �I - - IIA ,•IY�•I ° ° n �A ♦�♦. `.Ewl call 1814oumbeforediggir,: 811 or ca11811.com C-m-G-lmf ml. Landscape Legend Vl STRFEi DfOD00050VfRSEORYTfIEE BVEfER DECIDVOY5 WER5TOPY iRFF .(J{� CONIFERUVS TREE 6%jt"C 1 ORNAMENiN TREE SXRUBS Native Seeding Legend STOR E SEED IX MNDOWEST NATIVE SEED MIX MNDOT (33-261) TOTALAREA(3.6AQ SED MIX NDOT(35-2 SEED MI%MNDOT (35-2Ct) TOTALAREA(142AQ -P DISTURBED PARS TO BE SODDED DNUf NOTED OIHERYSSE V SD tar 150 SHEET NUMBER PRELIMINARY 53 OF LANDSCAPE PLAN 62 PROJECT NUMBER 0028734.00 DATE: 07/28/21 IxnMEnwE 07/19/21 Westwood OEswxEu cxE �swrvm FIELDS OF WINSLOW COVE PREPARED FOR (HFCRfDI CXi A OSRI/ll OTY>NDWATE0. DCDMMENR oWN' D " o,^W CITVCDMMVATS LENNAR HOMES omrouruEwe R9B939N• A 111.l' .fuNwcouMfxrs vuTl[u s.,.. � DRTeMzi uPoEUnun PLAN 16305 3NORTH. SUITE fi00 PLYMOU'TR MINNESOTA SSC46 call 1814oumbeforediggir,: 811 or ca11811.com C-m-G-lmf ml. Landscape Legend Vl STRFEi DfOD00050VfRSEORYTfIEE BVEfER DECIDVOY5 WER5TOPY iRFF .(J{� CONIFERUVS TREE 6%jt"C 1 ORNAMENiN TREE SXRUBS Native Seeding Legend STOR E SEED IX MNDOWEST NATIVE SEED MIX MNDOT (33-261) TOTALAREA(3.6AQ SED MIX NDOT(35-2 SEED MI%MNDOT (35-2Ct) TOTALAREA(142AQ -P DISTURBED PARS TO BE SODDED DNUf NOTED OIHERYSSE V SD tar 150 SHEET NUMBER PRELIMINARY 53 OF LANDSCAPE PLAN 62 PROJECT NUMBER 0028734.00 DATE: 07/28/21 a Westwood 1.1 OG YM D .1.. 'A 1. "1°"- AAAAA-A..A FIELDS OF WINSLOW COVE WH 07/28/21 OnrE. UCENEE xo. 53774 ANDOVER MN call 1814oumbeforediggir,: 811 or ca11811.com C-m-G-lmf ml. Landscape Legend Vl STRFEi DfOD00050VfRSEORYTfIEE BVEfER DECIDVOY5 WER5TOPY iRFF .(J{� CONIFERUVS TREE 6%jt"C 1 ORNAMENiN TREE SXRUBS Native Seeding Legend STOR E SEED IX MNDOWEST NATIVE SEED MIX MNDOT (33-261) TOTALAREA(3.6AQ SED MIX NDOT(35-2 SEED MI%MNDOT (35-2Ct) TOTALAREA(142AQ -P DISTURBED PARS TO BE SODDED DNUf NOTED OIHERYSSE V SD tar 150 SHEET NUMBER PRELIMINARY 53 OF LANDSCAPE PLAN 62 PROJECT NUMBER 0028734.00 DATE: 07/28/21 � ,JJJ�i�IJJ OI•�' J ,� r�� I���.� .7-4 04 1 Wrol � �IsiAOIA�t�4.a +„�JJ.. ��+1t�� IjTj �♦I i�A4 ili � � ^�IF��IA�. ♦ 6.{♦�r a �i ♦nAIwI'���� ��� ��♦ .066 y e. a.� �SI`I .d _{♦Q� 4. I`, ,',.-SIA ♦1 ��� �•� 6 do' �w � t � Iii N�I�YAI�����'�� . G i ' FI� G i f s• y R G,I, , � � 4 Ji►► 41 . .d t d♦O �,��.� 41 EI'1 o..... e` r / 1 A7 / ••ei �Y�jrr r'r''{o eri.�.irr ,rli�°frig ��1�� r' 20 5 19 it 1s Call 0 NWre before Liggir : 811por Cpm Ar Landscape Legend STREET DEODUOUS OVFASTORY TREE BUFFER DECIDUOUS OVERSiOM TREE �(yE CONIEERWSIRFE STE'il OR—EMAL'REE SHRUBS Native Seeding Legend STORMWATERSOUTM h WFST NATIVE SEED MLX MNDOT (33-261) TOTALAREA(3.6AQ (� MEMIEOERAL T(35-2 SEEDD MIX IX MNDDT ( TOTAL AREA (14] AQ ALL DISTURBED AREAS TO RE SOLOED xNLESS NOTED OTHERWISE i X I 1W lw DESIBum cxE IxnwL lswe 02/19/21 PREPARED FOR: LENNAR HOMES 16305PLYMOUTH, TH,AVENUEMIN NORTH• SUITE BCD PLYMOUTH, MINNESOTA SSM6 . RR: ,x'o FIELDS OF WINSLOW COVE ANDOVER MN WestwoodO,YMD.l.EM ,,,,..,...�, x.,W " ""°'� ' -:.. Iess,...a.0 ®"" ~ rw�mem RM.aeNY,baRc PRELIMINARY LANDSCAPE PLAN PROTECT NUMBER: 0026734.00 SHIFT NUMBER 54 OF GZ DATE 07/28/21 ¢loYLxsl aDMECWRHED- CHF „E, DTw pRev R,,,,,, ET'EgRMDV'S•_ xDRlzoxrusrue SRB93Yr xwlr: Q BTaan wuFRnEOm,..,Exrs E. 0]/28/27 53774 *. ucwsE xo wawa UPpgTE gnurc rwn 0 �ibD 1;. A. sir ♦4o � ,�. .� ♦�,� w .+nr, r ♦�.♦ n,// ./ � 13 i p' �'ph �� �� � � sn.•:i ,, % ' h pt�C�I . . ♦+/ Mfro l4�� ♦ ♦ �� i�� I� A�♦i rri$�r� O • .�♦Co ���� w-1 u °' : � • �AR .': :r,�'v >�� . ��` Yee ,` 4�I II 41.E �. ,�OD �!s ���' ,.<<..; %%i' �� r .r�w♦'�ei�� � +� r�.�oi.;�;�!„ I Y6� . IYlii �'""'. � II'I�t •�'✓':''! I gIw�IAy �^, ••�♦�? e�`�.•` OR,;; ��� 'I :} �'�� '��` ��wl♦♦.Ir ♦ OI:�_—�wv�ws vI � O' F♦F ..f �♦♦�O� ,�, ♦>Y ♦ �• } 4 G �y', 1 ��E��' +ice �� Vic: e'I. � �� s h�a..+♦ :�ii♦ ii ��4�iJ+! - i'. 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Ta Iasl.a war® SHEET NUMBER PRELIMINARY 56 OF LANDSCAPE PLAN 62 PROJECT NUMBER: 0028734.00 DATE: 07/28/21 1"^Llssue 02/19/21 °EsN & CHF imxe PREPARED FOR cirzc.Eu CHF � °savxl un nv°wniuvrzo cwHNExrs amw, cmc... LENNAR HOMES xouzoxiuscue .sswwr mami w.vE°cowE+irs 1630536THAVENUE NORTH. SUITE 6W 0 OiRYL NMR" P.UPVry v pEYMOUIH, MINNESOTA 5546 "iXE�iE or uim+ml'MCer`i ww THE wn NKHOIUM T.M ER , 07/28/21 ucwsExo, 53774 FIELDS OF WINSLOW COVE ANDOVER AN flul.s>btm .xm�VMw.nm www Pular-iv nw�w excu.. Ta Iasl.a war® SHEET NUMBER PRELIMINARY 56 OF LANDSCAPE PLAN 62 PROJECT NUMBER: 0028734.00 DATE: 07/28/21 r,r x� f � A♦ 'T$4- .1p1 ♦F AAAA. •`��s®r0` .... �. ♦ i�.a r ri 'r'ir �' AA.� •pA - , i, �rrirr ori �'�'' /rni,/II N. 'moi^ �►,a ,f.?S'/ 1 d.``•Ar,` WA 4A 4 ,I A :;rs• 3 Call 48 Hours before digging: 811 or call811.com Landscape Legend \(Y�/�yTj��Tf�L��J\ SfflFFT OE000W5 WERSTORY iAEE V' BVEEER DECIOVWSOVERSfOflY rREf CONIEEROVSiREE ry�� ofluu4ENrAL TREE �ti(.Ll.1J SHRUBS Native Seeding Legend NATNE SEED MR MNDDT (33461)1- ./: SEED MR MNDOT (35-241)TOTAL AREA (142 ACT •`' j � � I ,_ •� � i� Qii� Iii OT U.SE HOTED 9 SV 1W 1w 4F94NF6 Mf . PREPARED fOk LENNAR HOMES 1630636THAVENUE NORTA SUITE 600 f1YM0UTH.MINNESOTA SSb16 \\ FIELDS OF WINSLOW COVE ANDOVER MN Westwood PRELIMINARY LANDSCAPE PLAN PROJECT NUMBER 0028734.00 6HEET NUMBER C J OF �� DATE 07/28/21 E UHS, FNKBFb �E o BEavx, anANDWAnRExFncw4rnExrs orawx. om .. .. .. \ ............ ..i U.TE URU,, �BI/xYxl VRppR unun Rwu . . . . . . . . . . . . . . . .} . ^ay . . . . WETUWD7 . . . . . . . . - .HWL=8895 �1 • /.' _ !� . - - - - . . . . . . .! o ..� . �--•--------1 �......\\ f i . . . . . . . . a. . .r. R j . . . . . -\\\ . _, . . . . . . . . �. . . . . .� 1 .......................... �.: ....................... II, I . . . . . . . . . . . . .. ? . . . . . . I I . . . . . . . . . �. -.-_-' ............. ...... yt 1.1 . . . . . . . . . . . . . . . .? . . . . .1 3 Call 48 Hours before digging: 811 or call811.com Landscape Legend \(Y�/�yTj��Tf�L��J\ SfflFFT OE000W5 WERSTORY iAEE V' BVEEER DECIOVWSOVERSfOflY rREf CONIEEROVSiREE ry�� ofluu4ENrAL TREE �ti(.Ll.1J SHRUBS Native Seeding Legend NATNE SEED MR MNDDT (33461)1- ./: SEED MR MNDOT (35-241)TOTAL AREA (142 ACT •`' j � � I ,_ •� � i� Qii� Iii OT U.SE HOTED 9 SV 1W 1w 4F94NF6 Mf INIMLISSVe 07/19/21 PREPARED fOk LENNAR HOMES 1630636THAVENUE NORTA SUITE 600 f1YM0UTH.MINNESOTA SSb16 I�RREA �WWR'W WN RIBA4® ^NF «;:En.F� �":'m U N"�'•W` FIELDS OF WINSLOW COVE ANDOVER MN Westwood PRELIMINARY LANDSCAPE PLAN PROJECT NUMBER 0028734.00 6HEET NUMBER C J OF �� DATE 07/28/21 E UHS, FNKBFb �E o BEavx, anANDWAnRExFncw4rnExrs orawx. om Q ww, ary conn[xrs '"� 1•sa�Ra.ai.n .zro�rvnn....m mm. wuao •••••• .R m '' '� "`�°"'"""""""�" HORWNTAE BFR,rc/4 xnV: B1RW, ebxs NXTRYWTMEYIR wiR 07/Z8/z1 UNExss xO. 53774 U.TE URU,, �BI/xYxl VRppR unun Rwu 811 or call8l l.com►;+tea y 111► `,..•..........--- ---�a I �► v �1►� — Iw MIND 19 - EX Low AREA --0932 PROP HWL-8919 �`•�►� � � Vis/ ; �i� ,� •`1 Landscape Legend af�l... 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I- �, _ _ _ v w tar 150' r / E: 02/19/21 06SW4Eu Mr xEV61OMS PREPARED FOR xwimTT.Ia m Westwood CR M[(RU O1i p OLtIRt OIYM'YW.,ifASxNC°MMFMS IXRYY3NSmuXC3WEA4lelKluxMPix^F�nxs PRELIMIANRY S V "n., M .ME S LENNAR HOMES FIELDS OF WINSLOW COVE DE xwwnx+usule ,f9ssesr p mmxE W^TEwEOcanMMrs Ya LANDSCAPE PLAN �� - 1630536TH AVENUE NORTH, SUITE 600 07/28/27 v..mer�.nwerba t,� 62 Q m2Yx� uvwn VRNrvwx PLYMOUTH, MINNESOTA SW6 wn. UAUv ,o 53774 ANDOVER MN p DATE 07/28/21 - PROJECT NUMBER 0028734.00 I�►; : r aro , � �;���q �AA�hi� �o �►�I�' ♦�gs'` I ' � �1 IrI1 �w—WW '�o'��s'I� OIGG��,O�'r�9G®�C,o ,,G � ► ` I G6GOs• �bIOGNNwiOGwG.iG:%��� Aw• • Uj �I'III / .� • r � • • OI 4:la► "�ola�:p- *�6'�,d.���'P,:1vo: � •f�,4o�BF r,As"i��i�� ��'ro�G�l ly'� ��IGj`��'' ��'.N`r ��f�'oy P a�q�. ��✓ e'1e® AVhd►G`�`i C s� ���e° Gs�Ve ' i►��� ��1%��i/ ? d d�0i I�`i�'��:•A'PiOGsGi•i ` oc:♦ ` •� • -�-� ry GNOGN/i/OI 11��P' • ! • �w.is����OI�.G�0I0 ��,,;'^e ` �.�AG Oi�.� �`i�eGA,e�. •� •.e�♦ OI OI OI ' •OI Od- GI s .. .�13GGOI s�lGG• 0 OyOFPS, .� �� rv••iGNOG�.Gi¢ N?GNO>r ���. • �:>ye4y0 p1��.�N;.�E ,s' S► . �Aoo..�.il�G,r6' v�Olppr • r•rx:, ����� " - or ?Pro, NF/A - � ��� • . p, Nmirm �+ ESea �►��li 02/19/21 SHEET NUMBER: oesw"so, cHs"R�"1e BkNSpxi PREPARED FOR cx[cc[U CHF Q Ella- NOWATERSHED—MFNrs PRELIMINARY 59 1._ ".."°' Q PT1Mxl TmWMM� '° w..� •• LENNAR HOMES H..x.HIA.swc asszese Q mNytf wnTuw[ntoMMwrs �'w"''� vvrMu ttw� 62 m/xNxt VVMTEynurc vux 163DS 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 556G6 SHEET NUMBER: Westwood FHHVNFJH ;A„ OF THE STATE OF PRELIMINARY 59 1._ ".."°' FIELDS OF WINSLOW COVE '° w..� •• °E N H°A .M YE �'w"''� LANDSCAPE PLAN 62 wre 07/28/21 recuse Ho. 53774 ANDOVER MN DATE: 07/28/21 PROJECT NUMBER 0028734.00 `\ \ / _ \\`\ �l .',/ �•.;"E _ / % , P•:- (- GII CB HoursbelDredi9glig: 1 •///' — // . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 811 orcall8ltcom a . . . . . . . . . . . . . . . . . . . . \ lam/ 'I 1 / /� \ . .\ 'l - - - - - - - - - . . . - ✓ C�c ,, 1. . . . . . . . . . . . . . 3 SJ 1\\ 1 $ $. . . . . . . \ s) , \ - 1. .` Landscape Legend \ / 11 - �. ``\ v ( 1 r \ \ 1 /. - - - - - - W STRfFi DFOD00050VfRBTORY IPEE . . . . . . . . . . . . . . . . . aulllx ofaouous ovfuioav,Pe _ _ _ _ CONYFAOVS TREE . - . - _ Q.Y�.i�'% SXRUBs \` �� --- - - ~`- - Native Seeding Legend ORMWATER SOUTH . . . ST&WEST NATIVE SEED MIXC) (33461) TOTAL AREA 13b ACI SEED MR MNDOT QS -Ml) TOTAL AREA 1102 Aq \ > I \ J •ILLL DISTURBED PAFA5 i0 BE SODDED UNIFST NORO \ ^ r \, i i •1 \~ „- �'•T ` y OWEAWISE L ^1 1 D BOTOM -=m0 — / D \ 8 .I Ir.7. HWL=891.8_ m \ \ 0' 57 1W 157 07/28/21 UCENSENO. 5374 FIELDS OF WINSLOW COVE ANDOVER MN Westwood I. NRR_ E®IEI,a® .wmrr` YA�uBNMIWNNIBNYLS Yc SHEET NUMBER PRELIMINARY 60 LANDSCAPE PLAN F 2 PROJECT NUMBER 0028734.00 DATE: 07/28/21 INIINt9VE D2/T9l21 M "EN CHI Evuroxs: PREPARED FOR CMECRFP CHI Q p 1121 CHYANDWATRpIfoCOMMMiS D N ww p on»IBI m DHNNrs LENNAR HOMES HOumHruuw RBwNs9 uT/tWi� w1nREHEn COminExrs 163D5 36TH AVENUE NORTH, SURE 600 .R. EGIEM � mm" VroATE VINM1 HAry PLYMOUTH, MINNESOTA 5W6 07/28/21 UCENSENO. 5374 FIELDS OF WINSLOW COVE ANDOVER MN Westwood I. NRR_ E®IEI,a® .wmrr` YA�uBNMIWNNIBNYLS Yc SHEET NUMBER PRELIMINARY 60 LANDSCAPE PLAN F 2 PROJECT NUMBER 0028734.00 DATE: 07/28/21 IT 1�1 1 CA 48 H.—neroree,i,: 811 or cTal�l81�1 com 11 II _ i i 1r i 1 1 1 12 1 I \ \ 6,DSTINGWETIAND2D - �= Landscape Legend 1 J,'SAI 1 1 \\ . EM HLWLOUTeM9o% A\ / \ / PROP.HWL 8906 \ \ ` PROF.BHWL 8914 \ 1 j ' I '\ STREEi 0E00VOVS OVERSTORY IREE 2 2� \ �. f�/ / �................ L • \\\ \ \ / G / \ ` _ I — I \ -_ `._._v BVEEFA DfCID00050VERAORY 1REf J CONIFERWSTREE OUTL-OT.E. ��? ORN>MENTAEiREE 1 1 1 p _ _ e'\ \Q'.Y(.ln SNRVBS \ V I �1'(i'r i. - - Native Seeding Legend . . ' 1 /-• /' '\C\ \ -' / STORESEED IX MINK BEST 1 �i / - -\ a - - -�' - NATIVE SEED MIX MIN (33-261) t/I - �.. / TOTU AREA(3.6 A9 1,\ 1,1 v\ //�`/ 5 1 1 \\ \\ 1 .- I SEESIC DMIX INEGENERAJ- T(35-2 \ \, TOTAlA A(I42A35-241) 11 1 1. iOTAE ARFA (1d1 AQ •ui Dlnuanfv AREws TO BE savvEv urvusz NaTED �,: I OTHERWISE \. / i BOT=896.0 - / i-. \ • \ AWLH137.6 __ _ \ \ - SET� \ — — —._._JI \ 3 \ SAS El TO a Sw 600 lw o wmumvV 02/19/21 SHEET NUMBER: CRaEv¢roxs PREPARED FOR Iw.r¢nn,w„xn wrwao �uOn wE ORVHD@ Dwxw FTAA Rm 61 ED cxE A xalrzl mrAxvwATExsxmcvmmExrs OUSADYESI wmeim. wIDa.E"R AFOOTET EFFORT.. PRELIMINARY DW D,SVBF LENNAR HOMES FIELDS OF WINSLOW COVE — I..,.A—. a,a, �.,....o .� r. IRTI,T.,,RR OF -cNW $EA , m59AESE � T% In wArzrtsHTDO,wMExrs N H . MEYER ,ars PANIC—. LANDSCAPE PLAN 62 LSGM, 163D5 NORTH, 07/28/21 53774 ANDOVER MN '°°Or'°ti"d�`�k - 0 T/EVT � VPD4TEynuN Puw PLYMOUTH. MINNESOTA 55606 MOUTH.MINNES .1 ICExEEN. � - PROJECT NUMBER 0028734.00 DATE 07/28/21 PLANTING NOTES 1, CONTPHCIORSHNLCWM CWMONWWNDALLWNUM.I1ORW ll, TOVEPIFYLOWT NSM ALLUNDERWWNDU11Ul ESPRWRTOINSiN nONMANYPIANTSMLAHOSCAPEM4TGWL. 3. NO PLANTING WILL BE INSTALLED UMILALL GRADING MID CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEMATEAREA. 4 ALLSUBSNWRONSMUSTBEAWROVEDBYMEWiDSCih MCNRECTPRIORTOWBWZMOFMYND MIDMA CAME BY ME LANGUAGE CONTRACTOR S COMPMOR SNALL PROVIDE TWO YEAR GUARANTEE OF µL PLANT MOMENTS, THE GUARANTEE BEGINS ON ME DATE OF THE IANDSWE MCHRECTT OR TUNERS WRITTEN ACCEMANCE OF THE INITIAL FLOATING. REPLACEMENT PLANT MATERIAL SHALL NAME ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALLPIAMSTOBESPECIMMGMM.MINNESOTA-GROWNMWORNMDY 5PICMENGRAGESNALLADHERETO. BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ML ALLOWS HALL BE FREE FROM DISEASE REM WOUNDS SCARS ETC. All PLANTS 51 WL BF FREE FROM NOTICENLE LAPS HOLES OR DEFORMITIES PLANTS SML PUNTS STOUR BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PUNTS SHALL HAVE HEAVY, HEALTHY BRANCHING PND IFATING CONIFEROUS TREES NALLL HAVE AN ESTARUSHM MAN LEADER ANDA HEIGHT TO WIDTH RATIO OF NO LESS THAN 59. 1. PLANTS TO MEET MEXICAN STANDARD FOR NURSERY STOCK BAN NLI-2014 OR MOST CURRENT VERMONT RE W IMFMENIS FOR WE AND WAS SPECIFIED. 0. PUNTS TO BE INSTALLED AM PER, MNU IT MST STANDARD PUNTING PACTUCES. 9 PLANTS MALL BE IMMEDMRLY PWAEO UPON ARRAN AT SME PROPERLY HEEL -IN IMMUMUS B NECESSARY: TEMPORARY ONLY 10. :MOR TO PUNTING, FIELD VELAR TAI THE RWT COLLPNROOT FOUR R LOCATED AT TLE TOP OF THE BALLW B BURLAP 1REE IF THIS R NOT THE CAE SOIL SALE BE REMOVED DOWN TO ME ROSE CIXWVAWT FOUR WHEN THE bYLEO N BURCAP FREE K PUNTED, THE RWT CIXIAMOOT FOUR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE 11, MEN TOPOFWRAPON BBMATERYLLSREMOVE POTONPOTRDPUNTS SPLRAND BPFAIMMT PUTPOTS. PER STANDARD NURSERY PRACTICE AND TO CORRECT FOUR BRANCHING OF 13. WRAP ALL SMOOTH RANKED TREES FMTENTOPANDBOROM. REMOVEBYAPMLiST. A. STARING OF TRFESAS REQUIRED.REPOSITION. PLUMBAND STALE IF NOT PLUMB MER ONE YEAR S SHALL BE DETERMINED UPON NE SOIL CONDITIONS PRIOR TO PLANTING. NOTIFY LANDSCAPE MCHMAET FOR THE NEED OF ANY SGL AMENDMENTS. 16 WORLNMLMDTOMNLTOA MTOMEyOOPSIMOMDSKCIFIUION30121SELERTOPSOILBORRO'M ANDTOBEM"NGTOPSGLFRWSITEFREEWRWTSRIX LARGER3NANONEINCHSUBSOILOEBMM'D LALGEMEMUNLESSSFEOFIEDOMERVAW MINIMUM4'M MTOPSGLFORNLLAWNGAMSMEASPND12' DEPTH TOPSOIL NOR TIME SHRUBS, AND PERENNIALS. Il. MUTANT IO BEATNL TREE SHRUB. PERENNIAL. AND MUNTENMCEMFM. TREEANO SHRUB PUNTING BEDS SMALL AVE 4 -DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED XANW WD MULCH TO BE USED MOUND NL PLANTS WITHIN TURFAREAS. PERENNVL AND ORNAMENTAL GRASS OEM SMALL AVE 2 -DEPTH SHREDDED ARDWOMMUME-1 MULLHTOBEFUEOFDELETERHWSIMYERG MOCOWREDUD.ORMPROVEDEWM ROCK MULCH TO BE BUFF LIMESTONE 1 V2' 10 3- DIAMETER AT MINIMUM 3 -DEPTH. OR IMPACT ESPN ROCK MULCH TO BE W COMMERCM GRADE FILTER FABMC. BY nPM MMPROVED EOVN WITH NO UPOSVRE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH OUSTING CONOIN W S EMME RE MPJ W LEI, 18. EWING TO BE COMMERCIAL GRADE VALUY-VIEW BLOCK DIAMOND TOR EQUAL) POLY EWING OR SPADED EDGE MINDICATED.PVEGGINGSNAILBENACEDWAINSMOOTHCUWESMDRMEDW1 METHSPIKESNO GREATER YHA' 4 FMY ON CENTER MRH ASE OF TOP BEAD M GWNE FOR MOMRS TO CUTABOVE WITHOUT DAMAGE UTIJIE CURBS AND SIOEWMES FOR EWING WHERE POSSIBLE SPRUED EDGE TO PROVIDE V -SHRED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS INDINDUA TREE SHRUB, OR AAIN4AACAW OEM 10 BE STAGED IMA. UNLESS NOTED OTHERWISE EDGING TO WITCH OUSTING CONDITIONS WERE MPIUM, fI. 19. ALL DISTURBED AREAS TO BE MUSED OR SEEDED, UNLESS OTHERWISE NOTED. AMUSING IDT ISLANDS TO BE SODDED'MTN SHREDDED HARDWOOD MULCH MOUND AL FBI AND SHRUM SOD l0 BE STANDARD MINNESOTA GROWN NND NAROY OWEGMS MIK FREE M LAWN MEM PLL iCMgLARE/S TO Bf RfSEO i0 AEMOVE (THOUSAND ENSURE DRAINAGE LOPES W 3'.1 W GRATER SHALL BE STARED. SEED AS SPECIFIED AND PER MNIDOI SPECIFICATIONS. IFNOTINgWEDONUND EPLAN.SEEEROSIONCWM PUN. 20 PROVIDEIAIGGOONTOALPLANTEDARFISONSITE. IRRIGAIWNSYSTEMTOBEMVGWOVILDBYUNDSCAPE CONTRACTOR LANDSCAPE COMRAOTOR 70 MONDE SHOP DRA'MNGS TO LANDSCAPE ARCHITECT FDA MPROVAMIORMINSTAUNONOFIMA MSYSTEM. CONTRACTORTOMWIDEOPIMTIONMAMUAS. ASBVILTPIATWANDNOAMAMOCDAMMING. SYSTEMSHALLBEWINF MMDAVESPNNGSTMTUP DUMNG ILLM YEAROF OPERATIW. SYSTEM SHNI AVE ONE -YM WARRANTY ONAI PMR AND WOR Al IN FORATONAROUT INSTAUTIDN AND SCHEWLING CAN BE DBTNNM FROM TME GENERAL CONTACTOR 21, CONTRACTOR SHALL PROVIDE NECESSARY WATEMNG OF PLANT MATERIALS UNTIL THE PANELS FULLY ESTANMHED ORIAIGTW SYSTEM IS OGEMTIONA. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR 2L REPAIR, REPLACE OR PROVIDE SODISEED M REQUIRED FOR ANY ROADWAY BOULEVARD MFM ADJACENT TO THE SMI DISTURBED WRONG CONSTRUCTION 23. REPAIR AL DAMAGE TO PROPERTY FROM FLAMING OPERATIONS AT NO COST TO OWNER N. RNNGATDENNOTE'. MONDE AND INSTAL EROSION CONTROLILAMETAT MN GARDEN MU SIDE SLOPES MERAI PLANTING AVE BEEN INSTALLED. BUNKETTOBEONESFASONGEOIVIEMNIWTURGORY2 ISTMW1S1VOWFI11EROLORAPPROVEDEOUM Bl KU70BEOVEMMPWBY4'MDMCHOUDBYSOD STALES PUCE OWNAT MRMNDICULM 10 THE LOPE TRENCH IN MONS OF BWNKETMfA TOPA VENT UNDER MINING PAOWDE MLI FENCE Al TOP OF SIM A NEEDED. SHRECRU IMPACT MULCH TO MATCH OTHER PROTECT PAINTING MULCH. PUCE 4' N.OF MULCHATNL PUWIING AND EROMON CONTRW BIIWKETARFR LNG FLLRR FARNQ. SEE PENN WREN MNL FOR FURIHERIMORMATON. NVN GRDFN TO PROVIDE MOTETS INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS AMWN all 48 HOLES before a l W irg: 811 or caII811.com OreD'-c�Ar„ a WMu m11E 02/19/21 WIMGDIRKRD LMNCN(S DESNHED THE REVBWHK. PREPARED FOR: NEGRO CIA Q DSOV21 CINMDWATMSNEDCOMMfNTS DRAWN D G",NE NTM COMMEHrs 4VYIx4 AxDSTW1N IS0.EWIND. FOR LENNAR HOMES MOPIZONIN SINE • Q DEp0.2E WATM.A.C.MEMS ONE JI WUM ALL DEOOIWS AND rRALS U mw, U., UTLm PMN SETH AVENUE SUITE 163ULYMWTH. MINNESOTAS5416fi CMEIROUS iMES 1PSIAC[SS'. 4NOND MU) all 48 HOLES before a l W irg: 811 or caII811.com OreD'-c�Ar„ a . DR °Y 1. INT RAN wN.N1pA.w NMI PUT, LEATTOMIDMT n TE, .1NL OF FMI-O� T. MEYER DATE 07/28/21 UNEASE N. 53774 FIELDS OF WINSLOW COVE ANDOVER MN FIN NAGIIII. LANDSCAPE NOTES & 62 DETAILS 62 PROJECT NUMBER 0028734.00 DATE 07/28/21 WIMGDIRKRD LMNCN(S uNC OUT MISgRECTED ARMORS vR0.WNF 4 WF CENTRAL LYDF0. +9pvIDF ONF (iMML UdDF0. 4VYIx4 AxDSTW1N IS0.EWIND. FOR CNESUATIy YGRO ON ALL �K1. AND ONE JI WUM ALL DEOOIWS AND CON.A.G. IRER CMEIROUS iMES 1PSIAC[SS'. 4NOND MU) M TO I SORTS 5'AFE GROUND (NATOMTOHMI BMNCK M1110M W OR i0 FMSI SMxM WEWM W STAKE I ANN) NLWVfi0.gMD SO. SINN I BELOW 4ROUND, SIAKWG NKR ION 20.' SINNED SEWNG IS TO .11 AE'STNMED MAROC MPTEDSIEDOWNYIOR • WOOD OR PARTIES MET DELINEATOR POMPE NAUS PQAASGM i' pOili PUCE 3pO511 EOJL01.' ROUN D AND WISWE RWI YLL '%RV's OW151M.1 YK TE5IMS AND '�., •.ti' SECURE IN E EO POSSE WEEN I6' LON4 WLYPROIYNxE pAPoUETrtUxEAo NO1UU OA •�3 P SECURE TREE W PM15 WEN N'L PXWRDWLSNE M NOMEMUMIL IL 15 -WIDE 11MP. ME SNI ME SNF.ONFCOMPACTED SEAT MgICNIM45NRUB5 NPELFUL,KE �Y O GROVHDVNFWTI iINISNED4PADF 'AAS MULCH AS SPECIFIED MEAS FILTER FMRK G9�Q AS INDICATED) i0.FE A. NA. IMM 60.WNOWf RL�B.RI EDGING AI.'IN. NDS FROM.,, UPWARD TO I. EMNTLHFS AS REWIRED. MMM"' ADNCWI TO uwA MfM 1.1 MULCH DEPTH AS ABATED OVER RACE MULCH DEFM AS SPECIAL D= NAM ADS- W NOT ME PURIST N ONA SALL IUNINR. WHO OfAGNNST iRVNR WO1 amElY ICBM S' M[PWAI yANry Np}MD MiIOMGNIXF. MRM V DEfPWAiEVMG Myx, WITH I'ME TCM: qPM 11 WITH 5s[Ofl[D DVM RR COMNMR SOIL Dirt. YC VILE IVWi Nf WLM SIKINEv YCNLL YCKFRL 910 PmINGW D 100. AME 6.KKNLL IVWI T SIRE S AMEPXN LMDMO rM MINIMUM ODRIED IUMING soa OR AS NRDVm NUASID 9uDSEN I MOTFLsaRwBNTED AT OR TIM MaCIMM TED AT ORILOST WI WUtOUN POINTED AT OR MOST xfO GRpMDJMF. . C.LB11YMmAEMN{M iI�M5wFv4 xMwF S1:1'SLT SA COMINNER MET UP ON UM.MMANCOUPWCOU SV SEI RUCTSO'SMIL. `TOM1F11.1 x 1. MATCH MI ON LNUMDI LE RCOIYM ONUxDIS III D OV I A DBAT 1.TLE SV CAR YL1. SUIT M...1 A.HING Ai(gryL (WISH 4PPOE DMAIVBS(NL OR50IlmWNDAHFARLIT IVES NOJx[1YM THIS NAILM GR TMUM UP,UFED NF WITH FARTOIIHISN[0511LGMtt I. GAND, .11CAPEVMt4BWNW DIF cMOC NIS IS YY�1NeaU DECIDUOUS TREE PLANTING IIA2B EVERGREEN I TREE PAINTING ,IA:9 SHRUB BE PERENNIAL COMANER PLANTING HA2] -C . DR °Y 1. INT RAN wN.N1pA.w NMI PUT, LEATTOMIDMT n TE, .1NL OF FMI-O� T. MEYER DATE 07/28/21 UNEASE N. 53774 FIELDS OF WINSLOW COVE ANDOVER MN FIN NAGIIII. LANDSCAPE NOTES & 62 DETAILS 62 PROJECT NUMBER 0028734.00 DATE 07/28/21 -A- 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 Discuss / Adopt 2022 Preliminary Tax Levy September 7, 2021 INTRODUCTION Each year the City Council is required by state law to prepare a preliminary budget and submit a preliminary levy certification to Anoka County Property Records and Taxation Division by September 30`n DISCUSSION The 2022 Preliminary Levy certification would be the outcome of the numerous budget workshops held with the Council over the summer. The Preliminary 2022 Budget proposes a total property tax levy of $16,107,254: $10,153,370 (63.04%) operational levy, $3,751,062 (23.29%) debt service levy, and $2,202,822 (13.67%) other levies. The 2022 Proposed Property Tax Levy is estimated to increase the current City tax rate by 3.86%. That rate will be applied to the City's growing tax base and will reflect an 8.00% increase in the gross tax levy. The focus of the 2022 Budget and Levy is an infusion of funds into the mill and overlay program and a commitment to public safety. The Council has the right to reduce or keep constant this levy until the final certification date of December 28, 2021. BUDGETIMPACT This is the first step in establishing the City of Andover property tax levy for 2022. ACTION REQUESTED The Andover City Council is requested to receive a brief presentation on the preliminary levy and corresponding operating budget. The Council will be asked to discuss and approve the attached resolution that indicates the total preliminary levy of $16,107,254 to be submitted to the Anoka County Property Records and Taxation Division by September 30'n. Jim submitted, Resolution Adopting the Proposed 2022 Property Tax Levy CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION ADOPTING THE CITY OF ANDOVER 2022 PROPOSED PROPERTY TAX LEVY TO BE CERTIFIED TO THE COUNTY AUDITOR. WHEREAS, the preparation and adoption of operating budgets is recognized as sound financial practice; and WHEREAS, the City of Andover receives significant financial support from its residents through the payment of property taxes; and WHEREAS, the City of Andover has the responsibility to appropriately and efficiently manage the public's funds; and WHEREAS, Minnesota State Law requires the City to certify to the County Auditor a proposed tax levy prior to September 30, 2021. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Andover hereby adopts the proposed 2022 property tax levy totaling $16,107,254 as listed on Attachment A. Adopted by the City of Andover this 7th day of September 2021. ATTEST: Michelle Harmer — Deputy City Clerk CITY OF ANDOVER Sheri Bukkila - Mayor STATE OF MINNESOTA) COUNTY OF ANOKA ) CITY OF ANDOVER ) I, the undersigned, being the duly qualified and acting City Clerk of the City of Andover, Minnesota, do hereby certify that I have carefully compared the attached Resolution No. adopting the 2022 Proposed Property Tax Levy with the original record thereof preserved in my office, and have found the same to be true and correct transcript of the whole thereof. IN TESTIMONY WHEREOF, I have hereunto subscribed my hand this 7th day of September 2021. Michelle Hartner — Deputy City Clerk CITY OF ANDOVER, MINNESOTA Attachment 2022 Property Tax Levy Proposed 2022 General Fund Levy General Operations $ 9,868,370 Community Center Operations Levy 155,000 Park Repair/ReplacementItems 130,000 Total General Fund 10,153,370 Debt Service Funds Levy 2012C Taxable G.O. Abatement Bonds 974,628 2018A G.O. Capital Improvement Plan Bonds 617,519 2019A Taxable G.O. Abatement Bonds 1,014,065 2020A G.O. Equipment Certificate 374,850 2021A G.O. Equipment Certificate 170,000 2022 G.O. Street Recon 600,000 Total Debt Service 3,751,062 Other Levies Capital Projects Levy Capital Equipment/Project 275,000 Facility Maintenance Reserve 355,000 Parks Projects 15,000 Road & Bridge 1,409,579 Pedestrian Trail Maintenance 108,243 Lower Rum River Watershed 40,000 Total Other 2,202,822 Gross City Levy $ 16,107,254 O rDVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 WWW.CI.ANDOVER.MN.US TO: Mayor and Councilmembers FROM: Jim Dickinson, City Administrat SUBJECT: Discuss/Adopt 2022 Debt Service Le Changes DATE: September 7, 2021 INTRODUCTION Anoka County Property Records and Taxation Division requires a City Council resolution changing bonded indebtedness levies for 2022 that would have been certified to Anoka County as part of prior years bond sales. DISCUSSION When the City issues bonds, a certification of the bonded indebtedness levy is sent to Anoka County. The County is charged with assuring on an annual basis that local government bonded indebtedness payments are made. To assist in monitoring, the County is requesting a resolution that would update all or a portion of previously certified bonded indebtedness levies. Attached is a resolution to update bonded indebtedness levies along with a brief description as to why there was a change. BUDGETIMPACT The 2022 City of Andover Debt Service Budget is current and up-to-date. This resolution is to inform the County of any changes that have taken place in the past year as well as any new issuances proposed to be levied for 2022. ACTION REQUESTED The Andover City Council is requested to approve the attached resolution that would update certified bonded indebtedness levies for 2022. submitted, Resolution Updating Certified Bonded Indebtedness for 2022 Attachment A — 2022 Proposed Levy Certification Debt Changes CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION UPDATING CERTIFIED BONDED INDEBTEDNESS FOR 2022. WHEREAS, the preparation and adoption of budgets is recognized as sound financial practice; and WHEREAS, the City of Andover has the responsibility to appropriately and efficiently manage the public's funds; and WHEREAS, the City of Andover has determined that it is prudent to update certified bonded indebtedness levies for 2022; and WHEREAS, the Anoka County Property Records and Taxation Division is requiring a City Council resolution updating bonded indebtedness levies that would have been certified to Anoka County as part of prior year bond sales. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Andover hereby updates all or a portion of previously certified bonded indebtedness levies for 2022 as listed on Attachment A. Adopted by the City of Andover this 7th day of September 2021. ATTEST: Michelle Harmer — Deputy City Clerk CITY OF ANDOVER Sheri Bukkila - Mayor STATE OF MINNESOTA) COUNTY OF ANOKA CITY OF ANDOVER I, the undersigned, being the duly qualified and acting City Clerk of the City of Andover, Minnesota, do hereby certify that I have carefully compared the attached Resolution No. adopting the City of Andover updates of all or a portion of previously certified bonded indebtedness levies for 2022 with the original record thereof preserved in my office, and have found the same to be true and correct transcript of the whole thereof. IN TESTIMONY WHEREOF, I have hereunto subscribed my hand this 7th day of September 2021. Michelle Hartner — Deputy City Clerk GENERAL OBLIGATION DEBT 70 2012C GO Taxable Abatement Bonds 74 2018A GO Capital Improvement Plan Bonds 75 2019A GO Taxable Abatement Bonds 76 2020 GO Equipment Certificate 2021 GO Equipment Certificate 2022 GO Street Recon CITY OF ANDOVER 2022 Proposed Levy Certification Debt Changes County Levy City Levy Levy Scheduled Scheduled Changes Variance Explanation $ 1,280,455 $ 974,628 662,819 617,519 1,177,207 1,014,065 374,850 374,850 - 170,000 600,000 $ 305,827 Meet bona fide debt service requirements 45,300 Meet bona fide debt service requirements 163,142 Meet bona fide debt service requirements (170,000) new issuance (600,000) new issuance Total $ 3,495,331 S 3,751,062 $ (255,731) 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 Set Hearing Date(s) for 2022 Budget & Levy Discussion & Public Comment September 7, 2021 INTRODUCTION The Truth in Taxation law, M.S. 275.065, requires cities to schedule a meeting at which the budget and levy will be discussed and public input will be allowed prior to the final budget and levy determination. This year, that meeting must be scheduled between November 251h and December 30`h and be held after 6:00 PM. DISCUSSION The Council can select a regularly scheduled Council meeting date or a separate date. The City Council, at its discretion, may adopt a final budget and levy at the initial hearing or the Council could go with the format of scheduling an initial hearing and if that meeting is not sufficient for all public comment and further discussion is required, a continuation hearing could be scheduled. Suggested dates are listed below: Initial hearing date: Tuesday, December 7, 2021 at 7:00 PM Continuation hearing date: Tuesday, December 21, 2021 at 7:00 PM Official adoption date: Tuesday, December 21, 2021 at 7:00 PM ACTION REQUESTED The Andover City Council is requested to select a 2022 Budget and Levy hearing schedule. 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 September 7, 2021 The City Administrator and Department Heads present at the meeting will provide a brief verbal update on various items of interest to the City Council and to the residents at the meeting. Listed below are a few areas of interest: 1. City Department Activities 2. Update on Development/CIP Projects 3. Meeting reminders Upon receipt of the meeting packet, if a member of the Council would like an update on a particular item, please notify me so an adequate update can be made.