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CC - April 3, 2018
Y O F OCTjL. 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, April 3, 2018 Call to Order — 7:00 p.m. Pledge of Allegiance Resident Forum Agenda Approval 1. Approval of Minutes (3/6/18 Regular; 3/20/18 Regular) Consent Items 2. Approve Payment of Claims — Finance 3. Approve Request to Waive Tournament Fee for The Heroes Tourney -Tribute to MN Troops —Engineering 4. Award Bid/18-02, 2018 Street Reconstruction; 18-11, 1431 Ave. NW; 18-08, 2018 Curb, Sidewalk and Ped Ramp Repairs - Engineering 5. Award Bid/18-03, 2018 Crack Sealing/18-04, 2018 Seal Coating/18-07, 2018 Trail Maintenance/18-10, 2018 Parking Lot Maintenance — Engineering 6. Approve Change Order 42/12-23/Woodland Creek Wetland Bank — Engineering 7. Accept Donation AED Community Center — Finance 8. Approve 2019 Budget Development Guidelines — Administration 9. Approve City Code Amendments —Administration Discussion Items 10. Discuss Sketch Plan — Planned Unit Development — Estates at Cedar Ridge — 16474 Hanson Blvd NW — Planning 11. Discuss Preliminary Plat — Winslow Cove — Lennar Homes — Planning 12. Discuss Preliminary Plat — White Pine Wilderness Fourth Addition — Planning 13. Public Hearing — White Pine Wilderness Third Addition, Outlot A — Vacation of Drainage and Utility Easement — Planning 14. Approve Final Plat — White Pine Wilderness Fourth Addition - Planning Staff Items 15. Reschedule November 611 Council Meeting —Administration 16. Reschedule August 7s' Council Meeting —Administration 17. Administrator's Report — Administration Mayor/Council Input Adjournment 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 Administra FROM: Michelle Harmer, Deputy City Clerk SUBJECT: Approval of Minutes DATE: April 3, 2018 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration and submitted for City Council approval: March 6, 2018 Regular March 20, 2018 Regular 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 0 1 2 3 4 5 6 REGULAR ANDOVER CITY COUNCIL MEETING — MARCH 6, 2018 7 MINUTES 8 9 10 11 The Regular Bi-Monthly Meeting of the Andover City Council was called to order by Mayor Julie 12 Trude, March 6, 2018, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, 13 Andover, Minnesota. 14 15 Councilmembers present: Mike Knight, Sheri Bukkila, Valerie Holthus and James Goodrich 16 17 Councilmember absent: None 18 19 Also present: City Administrator, Jim Dickinson 20 Community Development Director, Joe Janish 21 City Attorney, Scott Baumgartner 22 Others 23 24 25 PLEDGE OFALLEGIANCE 26 27 RESIDENT FORUM" 28 29 No one was in the audience that wished to speak to the Council. 30 31 AGENDA APPROVAL` 32 33 Supplemental information was provided for: 34 - Item #4 Updated Resolution 35 - Item #5 Updated Resolution 36 37 Motion by Bukkila, Seconded by Knight, to approve the Agenda as amended. Motion carried 38 unanimously. 39 40 APPROVAL OFMINUTES 41 42 February 12, 2018, Special Meeting: Correct as amended below. 43 44 Councilmember Bukkila requested the following change on: 45 - Page 5, line 9 — Add the following sentence: "Staff is to review the school referendum 46 impacts to determine impacts on space needs." 47 Regular Andover City Council Meeting Minutes — March 6, 2018 Page 2 Motion by Bukkila, Seconded by Goodrich, to approve the Special Meeting minutes as amended. Motion carried unanimously. February 20, 2018, Regular Meeting: Correct as amended below. Councilmember Bukkila requested the following change on: - Page 4, line 7 — Delete the word "politics" and replace with "public hearing process." 9 Motion by Bukkila, Seconded by Knight, to approve the minutes as amended. Motion carried 10 unanimously. 11 12 CONSENT ITEMS 13 14 Item 2 Approve Payment of Claims 15 Item 3 Approve No Parking Resolution/18-11/143`d Avenue NW Reconstruction (See 16 Resolution R013-18) 17 Item 4 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Item 5 Item 6 Item 7 Item 8 Item 9 Approve Resolution Authorizing to Apply to the MNDNR for Funding/18-06/Kelsey Round Lake Park (See Resolution R014-18) Approve Resolution Authorizing to Apply to the MNDNR for Funding/18-06/Andover Station North Trail Segment (See Resolution R015-18) Approve Emergency Management Plan Approve 2018 CIP Equipment Change Request Approve Appointment — Parks Maintenance Worker Declare Surplus Equipment Motion by Knight, Seconded by Bukkila, approval of the Consent Agenda as read. Motion carried unanimously. SHAW'S GLEN 2ND ADDITION— PRELIMINARYPLAT Motion by Bukkila, Seconded by Goodrich, to table this item to the next meeting of the Council on March 20, 2018. Motion carried unanimously. ANDOVER FARMS — SKETCHPLA N/PLANNED UNIT DEVELOPMENT 36 Mr. Janish explained the "Sketch Plan" process and "Planned Unit Development." 37 38 The Andover Review Committee (ARC) reviewed the sketch plan and submitted continents to the 39 applicant. Staff suggests the comments be reviewed as part of the sketch plan process. The 40 applicant and staff met to discuss the comments. 41 42 It is being proposed to develop approximately 58 acres in the first phase. The developer also 43 submitted a concept plan for the entire 411 acres known as the "turkey farm." The sketch plan 44 shows how the land could be developed in the future. The development would be completed in Regular Andover City Council Meeting Minutes —March 6, 2018 Page 3 1 phases. The 411 -acre property is currently located with the Minnesota Agricultural Land 2 Preservation Program. The program allows qualifying properties to enroll the property as 3 Agricultural Preserves. This designation restricts the type of land use allowed, to agriculture or 4 forestry uses for a minimum of eight years. In return, landowners receive property tax credits, 5 protection for normal agricultural practices and other benefits. The landowners have decided to 6 remove the land from the Agricultural Preserve program; therefore, the land will no longer qualify 7 as of April 2018. As part of updating the Comprehensive Plan, the land use of those parcels will 8 need to be changed to RR (Rural Residential) to allow for low intensity residential developments. 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 Access to the first phase is proposed from 1681h Avenue NW. The Anoka County Highway Department is the responsible governing unit when it comes to County road improvements to serve developments. It was noted the length of the cul-de-sac exceeds the 500 feet, City Code maximum, as measured along the centerline from the intersection to the center of the cul-de-sac area. Although there is a proposed future connection to the Andover Farms development to the south, the 10 -acre parcel would be developed separately from Andover Farms. Staff supports the proposed connection to the south of the plat to ensure a second connection to the development is available. Staff received an email that afternoon regarding traffic on 168th Avenue and when another access point might be needed when the 28 lots will be available for purchase. Darren Lazan and Jason Osberg, together the developers, are proposing a development in the City of Andover. They have been working with staff and have been evaluating the property together with City staff. The developer's goal is to continue building on the success of The Preserve at Oak View, a development they completed in Andover recently. Mr. Lazan stated the area has a lot of natural resources and this development would take a similar approach. The desire is to leave as small of a footprint as possible, narrower roads, swales, no clear cutting, and minimal wetland impact. The plan would be to have a Home Owners Association (HOA) for this project, especially since there is a mix of lot sizes. So far this has been successful in their most recent development. Mr. Lazan continued the PUD would be over the whole development area. The first phase is on the east side of the project and is approximately 58 acres. Eventually the turkey farm will be closed as homes are built. The property owner is willing to meet regarding using a farm road for construction traffic. There are some "rougher areas" that were viewed on the sketch plan. There is one section of the map that is owned by two people that are not interested in selling their property for development at this time, but there is a plan as to how the roads may connect, if those properties ever became available. There are 160 —165 lots identified, with a 2.5 -acre overall density for the development. No increased density is requested, but rather flexibility. The plan is to sustain or improve natural species and preserve natural spaces. There were two concepts for this phase of Regular Andover City Council Meeting Minutes — March 6, 2018 Page 4 development — split pairs road and a single road. He confirmed the split pair road was planned to be made into a one-way route. He expressed this is more of a policy decision for the community. They were looking for direction from the Council specifically regarding the road. Mr. Lazan confirmed they really have no objections to the staff report at this point. The density issue is more about transferring density, and not adding density. Mayor Trude expressed appreciation for the developer's responsiveness. 10 Councilmember Holthus asked about the potential of the property going in or out of a preserve, 11 every 8 years. Mr. Dickinson stated the turkey farm can go in and out of agricultural reserve, but 12 if they would go back into agricultural preserve they would have to stay in it for 8 years. In April 13 2018 as the property comes out of agricultural preserve something can be done to the land relative 14 to development. 15 16 Mr. Lazan answered the total number of 1 acre lots is 7 in phase one of the development, with 17 either road plan. 18 19 There are a considerable number of trees on the property. There would be more impact on the 20 trees, if the lots were to be 2.5 acres. 21 22 Councilmembers Bukkila and Goodrich expressed concerns about potential firefighting challenges 23 and the proper road width for firefighting vehicles. The applicant responded the single roadway 24 width would be a total of 27 feet. Mr. Dickinson confirmed a minimum of 20 feet is needed for 25 the "legs" of the aerial vehicle to be extended. The Fire Chief will be involved in the discussion. 26 Mr. Dickinson asked if the Council was willing to consider the single roadway from a policy 27 perspective. 28 29 Councilmember Bukkila asked about overall density. She indicated most Council conversation 30 regarding development typically has been for urban development, so we haven't had a lot of rural 31 development in the sense of more than 1 or 2 lots at a time. There hasn't been much discussion 32 on what that means as far as policy. Councilmember Bukkila stated looking at a rural development 33 all of the ordinances are established on that 2.5 acre threshold and we have had to make some 34 concession because we understand over time where roads have been redone the road may cut into 35 those 2.5 acre lots. Generally, the rule of law is you either have 2.5+ acres or you don't and if you 36 don't then you don't have the use privileges of those that do have 2.5+ acres. The Preserve at Oak 37 View was unique and almost a buffer type development. This development encompasses a huge 38 area and will have a large impact. She wanted to make that differentiation between the two 39 developments. Mayor Trude asked Councilmember Bukkila to expand on the 2.5+ acre privilege. 40 Councilmember Bukkila replied if lots are 2.5+ acres you can ride ATVs, have different animals 41 and storage of RVs. She asked does this get enforced through an HOA. Mr. Dickinson responded 42 The Preserve at Oak View is a PUD in a rural area with an HOA that have similarity to what is 43 being proposed. The HOA would enforce the restrictions that are different than the code. He 44 illustrated other areas developed earlier in the City's history. Mayor Trude indicated primary Regular Andover City Council Meeting Minutes —March 6, 2018 Page 5 1 development has been in the area with municipal sewer and water. 2 3 Mr. Lazan responded the nature of this particular development is a HOA that does not permit ATV 4 tracks and the storing of 2 RVs, etc. This maintains equitability. This would be a neighborhood 5 like The Preserve at Oak View. The driveways will be longer, sewer and water will need to be 6 installed by homeowners. Homes are going to be "higher end." They are marketing to buyers 7 building a $700,000 and up home. Pole barns could not be built in this neighborhood. Chickens 8 will also not be allowed. 9 Councilmember Knight asked if that would be the same for phase 2. Mr. Lazan responded after 10 they test the market they will know and then they will move to the next step of the development. 11 12 Mayor Trude expressed the City has to respond to development rights and someone that wants to 13 sell their land. The City has the opportunity to shape these developments in their community. This 14 is a learning opportunity and the Council is very interested in protecting homeowner rights. She 15 appreciates the work that the developer did on The Preserve at Oak View. 16 17 Councilmember Goodrich thanked the applicant for their input and being part of the process. He 18 asked about a time frame for access points. Mr. Lazan replied 3-4 years until the access in the 19 west will be created. The first phase could be a 3-5 year build out. 20 21 Councilmember Holthus asked the applicant to consider the scenery and environmental concerns. 22 She is supportive of re -zoning. She also was not fond of the proposed narrow roadways. She 23 would like the developer to look at the density, as she is not supportive of the smaller lots/higher 24 concentration. She has difficulty going against the City Code. She encouraged the developers to 25 work on an access to the south for the development. She again expressed her concerns regarding 26 the higher density concentration. Mr. Lazan stated most of the smaller lots have the same width 27 but go back deeper. Councilmember Holthus stated tree preservation is important to her as is 28 working around wetlands, etc. to minimize impact. Sightlines from the neighbors would also be a 29 concern. She also stated this will eventually be presented to the Lower Rum River Watershed 30 organization. 31 32 Councilmember Bukkila noted the developer describes what she sees as amenities as nuisances. 33 She also has concerns regarding being consistent with City Code for 2.5 -acre lots. She would be 34 willing to deviate in some circumstances in transitional areas and where there are practical 35 difficulties, in the land itself. She also expressed importance regarding fire equipment functioning 36 properly, and the effects on fire rates/insurance. 37 38 Councilmember Knight also agreed with the support of 2.5 -acre lots because of septic systems. 39 40 Mayor Trude felt the long cul-de-sac was okay, as it is better with the real world/scenery. She 41 agreed the density is a little high in this area, particularly where it backs up to the 2.5 -acre lots. 42 She would like to spend more time considering the bluff and the trees and the PUD. If making 43 2.5 -acre lots would destroy more trees, she does not want that, and would rather have smaller lots. 44 She was glad to know the farm roads could be used for the construction. She is in favor of the low Regular Andover City Council Meeting Minutes — March 6, 2018 Page 6 1 impact design and would like the developer to work on another access point. She believes phasing - 2 in will help the developer to know the market. She wonders if the current market is strong enough 3 for more $500,000+ homes. Some people along Eldorado Street have concerns. She encouraged 4 thoughtfulness and respectfulness as it relates to the neighbors. 6 Mr. Janish pointed out the sign-up sheet in the lobby where residents can give their contact 7 information to continue to receive notice of the next public hearing if they may be out of the 8 notification area. If the developer goes forward with the project, residents will be notified. This 9 way, residents can receive a mailing even if not in the mailing area. 10 11 Todd Protivinsky, 16680 Eldorado Street NW, stated he sees the cornfield, which is in phase 1 of 12 the development because the leaves are gone. He has lived in Andover in 40 years. He chose his 13 2.5 -acre wooded lot because of the surroundings. He has taken a look at The Preserve at Oak 14 View. The development has very nice executive homes but there is an empty lot in between the 15 homes completed. When it is filled in, he stated he would not want to live there because he likes 16 the rural feeling. He believes the people in the area have chosen it because that is how they want 17 to live. 18 19 Steve Bury, 17230 Aztec Street NW, thanked the developers for listening to resident comments. 20 Concerns were expressed about the flood plain and the developers have been helping the residents 21 to acquire a section of the property. As Andover has filled in, the county ditch, which is more like 22 a creek, can no longer hold the water and it floods before the river floods, 6-7 times per year. Also, 23 in that area they cannot spray for mosquitoes from the air because of the power lines. He would 24 like to see something done with that ditch. Mayor Trude stated it is a good time for staff to follow 25 up on this concern relative to the ditch. 26 27 Mr. Bury went on to describe the trees are nice, including full size oaks, but there is not a lot of 28 undergrowth. He confirmed the residents are not against building. In response, Mayor Trude 29 asked the resident to talk to Todd Haas, a member of the Lower Rum River Watershed 30 Management Organization. Other measures can be considered, including the ditch may need 31 cleaning, etc. Mr. Dickinson also noted Metro Mosquito Control can apply pellets in wetland 32 areas, but not if there is farmland. He was also unsure if the ditch in question was a private ditch 33 or a county ditch. 34 35 Louise Aanenson, 16293 Valley Drive NW, expressed concerns about the traffic. With 168`x' 36 Avenue being the sole access to the development for a while, and with 2-3 cars per house, that 37 equals 90 extra cars per day. Valley Drive is also a very dangerous road. People drive fast on it 38 and there is no shoulder. She asked if the Council could consider lowering speed limits. Mr. 39 Dickinson stated the City can ask the County to do a speed study. Extra enforcement can also be 40 done. Ms. Aanenson confirmed she does not like the one acre lots proposed because of privacy 41 concerns. Overall, she felt it was a nice plan. 42 43 John Edewaard, 3983 168"' Avenue NW, noted on the road traveling east, on 1686 Avenue, there 44 is a family with 4 or 5 young children that play on the hill. He expressed the road is not suited for Regular Andover City Council Meeting Minutes —March 6, 2018 Page 7 1 this many homes. The trees in the cul-de-sac are mature oak trees and the density of the trees is 2 high and he does not see there is a required transition. He wondered if homes would be built at 3 the entrance. With developers wanting to take 3-5 years to develop the property, he wondered if 4 some lots would stay agricultural. He also had questions about MUSA and the need for a 5 community sewer system. Mr. Edewaard went on to state he did not think there was much of a 6 tree line and that representations on the drawing do not seem to be "right." 7 8 Mr. Janish confirmed there is no timeline right now to extend the MUSA boundary. 9 Mayor Trude spoke to septic vs. sewer in the area. She confirmed residents would not see urban 10 services in this area (coming up 71h Avenue), period. Mr. Dickinson confirmed the existing pipe 11 does not have the capacity and that Andover is at the end of the line. 12 13 Councilmember Knight commented a one acre may not handle a septic system over a long time. 14 15 Mr. Dickinson clarified there needs to be a primary and secondary drain field on each lot. The 16 other option is to put in a mound system with sand. 17 18 A resident indicated the road was designed as an entrance way to the homes in the existing 19 development. She confirmed there are a lot of small children in their neighborhood. She also has 20 concerns regarding fire department access. In conclusion, she asked that the developer respect the 21 beautiful land. 22 23 Mayor Trude stated she felt it is important to match the lot size in the neighboring developments. 24 She also noted there is not a lot of high ground. 25 26 Mr. Lazan expressed his appreciation for the feedback. As for septic systems, only one quarter of 27 the lot is used for primary and secondary septic systems. Their reason for pursuing the PUD is to 28 provide flexibility to preserve treelines and to not clear cut trees, etc. Lot sizes can be addressed 29 by the PUD to preserve the environmental component. It is not a variance. 30 31 Councilmember Holthus stated she would like to see the lot width wider at the end of the cul -de - 32 sac. 33 34 ADMINISTRATOR'S REPORT 35 36 City Staff updated the Council on the administration and city department activities, legislative 37 updates, updates on development/CIP projects, and meeting reminders/community events. 38 39 (City Administrator) Mr. Dickinson reported the last snow fall went really well. One big truck 40 broke down. As for the reconstruction projects, project plans are out for bids, and they are due on 41 March 27'h. The boardwalk on the Woodland Creek restoration project should be done later next 42 week. Staff met with Conexus Energy regarding economic development. Mr. Dickinson has also 43 been to recent meetings, including meetings with the architect, regarding the Community Center. 44 Looking at costs is next and then it will be necessary to get to a "place of reasonableness." Mr. Regular Andover City Council Meeting Minutes — March 6, 2018 Page 8 1 Dickinson was at the Capitol again for a Committee hearing, the day of the Council meeting, 2 related to WDE monitoring and that clean-up project. 3 4 (Community Development) Mr. Janish noted the North Suburban Home Show was being held the 5 coming weekend. There are 5 public hearings planned for the next Planning & Zoning 6 Commission meeting. There are 2 commercial site plans being proposed and a multi -tenant 7 commercial site plan. 8 9 Councilmember Bukkila noted the slush is creating some issues with the road as a result of the 10 recent snow event. Mr. Dickinson noted the roads are in varied condition, dependent upon when 11 the plows came through. Some areas received additional snow after the roads were cleared. 12 13 Councilmember Knight commented this storm was different due to the timing. 14 15 MAFOR/COUNCIL INPUT 16 17 (State of the City Presentation) Mayor Trude gave the State of the City address. She previously 18 gave the address to 3 community groups. The State of the City address highlighted the following: 19 20 • There are lots available for construction 21 • 94 homes were built in 2017 22 • Retail remains strong 23 • Retail vacancy is low 24 • Redevelopment along Bunker Lake Boulevard 25 • Commercial property available 26 • Heart Safe City 27 • Preserving natural resources 28 • Mayor's Water Challenge 29 • Exploring Community Center/YMCA expansion 30 • City Campus facility planning 31 • New park amenities 32 • New and proposed trails 33 • Active farms in the City 34 • Community events (Home Show, Fun Fest) 35 36 (Maddie Rooney Day) Mayor Trude stated Ms. Rooney is currently on a national publicity tour. 37 She will be home the week of March 19th and then on the 24th there will be a short hometown 38 parade held in her honor that will end in the arena. The plan is for a parade of children to see the 39 gold medal. Maddie thanks everyone for their well wishes. 40 41 ADJOURNMENT 42 43 Motion by Bukkila, Seconded by Knight, to adjourn. Motion carried unanimously. The meeting Regular Andover City Council Meeting Minutes — March 6, 2018 Page 9 adjourned at 9:17 p.m. `A 4 Respectfully submitted, Marlene White, Recording Secretary REGULAR ANDOVER CITY COUNCIL MEETING MINUTES — MARCH 6, 2018 TABLE OF CONTENTS PLEDGE OF ALLEGIANCE......................................................................................................... 1 RESIDENTFORUM...................................................................................................................... 1 AGENDAAPPROVAL.................................................................................................................. 1 APPROVALOF MINUTES........................................................................................................... 1 CONSENTITEMS......................................................................................................................... 2 Item2 Approve Payment of Claims......................................................................................... 2 Item 3 Approve No Parking Resolution/l8-11/143`d Avenue NW Reconstruction (R013-18)2 Item 4 Approve Resolution Authorizing to Apply to the MNDNR for Funding/18-06/Kelsey Round Lake Park (R014-18) .................... ....................................................... 2 Item 5 Approve Resolution Authorizing to Apply to the MN. DNR for Funding/18- 06/Andover Station North Trail Segment (8015-18) ............................................... 2 Item 6 Approve Emergency Management Plan',' ................ ........ ................................. 2 Item 7 Approve 2018 CIP Equipment Change Request .......................................................... 2 Item 8 Approve Appointment — Parks Maintenance Worker ............♦............................ 2 Item 9 Declare Surplus Equipment ...... ......... ......... ......................................... 2 SHAW'S GLEN 2ND ADDITION — PRELIMINARY PLAT Motion to Table...... " ................ 2 ANDOVER FARMS — SKETCH PLAN/PLANNED UNIT DEVELOPMENT .......................... 2 ADMINISTRATOR'S REPORT ......... ......... ...................................................... 7 (City Administrator)...................................................................::.............................................. 7 (Community Development) ... ................... ........................................................ 8 MAYOR/COUNCIL INPUT .....::........ ......... ....................................................... 8 (State of the City Presentation) ......... ......... .......`. ............................................... 8 (Maddie Rooney Day) ......... ...................................................................................... 8 ADJOURNMENT........ ......... ........................................................................................ 8 1 2 3 4 5 6 REGULAR ANDOVER CITY COUNCIL MEETING —MARCH 20, 2018 7 MINUTES 8 9 10 11 The Regular Bi -Monthly Meeting of the Andover City Council was called to order by Mayor Julie 12 Trude, March 20, 2018, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, 13 Andover, Minnesota. 14 15 Councilmembers present: Mike Knight, Sheri Bukkila, Valerie Holthus and James Goodrich 16 17 Councilmember absent: None 18 19 Also present: City Administrator, Jim Dickinson 20 Director of Public Works/City Engineer, David Berkowitz 21 City Attorney, Scott Baumgartner 22 City Planner, Stephanie Hanson 23 Others 24 25 26 PLEDGE OFALLEGL9NCE 27 28 FIREFIGHTER BADGE PRESENTATION 29 30 Fire Chief Jerry Streich detailed the steps that it takes to become a firefighter. At the meeting, 31 two new firefighters were given their badges, pinned on by their family member. With these two 32 new recruits, the fire department is fully; staffed. Chris Dvorak and Todd Lindorff were thanked 33 for their service to the community. They were assigned badge numbers 89 and 90. 34 35 Councilmember Bukkila formally welcomed the new firefighters on behalf of the City Council. 36 37 RESIDENT FORUM 38 39 No one was in the audience that wished to speak to the Council. 40 41 AGENDA APPROVAL 42 43 Additional supplemental information was added: 44 45 - Item #10 —Draft excerpt of the Planning and Zoning Commission meeting minutes from 46 March 13, 2018. 47 - Item 411 — Letter from the applicant, petition from neighbors, photo and draft excerpt of Regular Andover City Council Meeting Minutes — March 20, 2018 Page 2 1 the Planning and Zoning Commission meeting minutes, from March 13, 2018. 2 3 Motion by Goodrich, Seconded by Knight, to approve the Agenda as amended. Motion carried 4 unanimously. 5 6 APPROVAL OF MINUTES 7 8 February 27, 2018 Workshop Meeting: The City Council Workshop meeting minutes were 9 approved as presented. 10 11 Motion by Holthus, Seconded by Bukkila to approve the February 27, 2018, City Council 12 Workshop meeting minutes as presented. Motion carried unanimously. 13 14 March 6, 2018 Regular Meeting: The Regular City Council meeting minutes were tabled. 15 16 Councilmember Bukkila asked for a staff review of page 4, lines 29 — 37. 17 18 Mayor Trude requested details be added regarding her State of the City Address and a correction 19 be made to indicate that she had given the presentation to 3 community groups. 20 21 Motion by Bukkila, Seconded by Holthus, to table the Regular City Council meeting minutes of 22 March 6, 2018. Motion carried unanimously. 23 24 CONSENT ITEMS 25 26 Item 2 Approve Payment of Claims 27 Item 3 Accept Feasibility Report/Order Public Hearing/I7-44/Crosstown Blvd. NW Overlay 28 (See Resolution R016-18) 29 Item 4 Approve Purchase/Wheel Balancer 30 Item 5 Approve Easement/17-17/Crosstown Blvd. NW Trail 31 Item 6 Approve Application for Exempt Permit/Pheasants Forever 32 Item 7 Approve Application for Exempt Permit/Fishing for Life 33 34 Motion by Bukkila, Seconded by Knight, approval of the Consent Agenda as read. Motion carried 35 unanimously. 36 37 ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT 38 39 Commander Lenzmeier gave the monthly Sheriff s Report. He noted one 911 text was received 40 and there was a subsequent successful response. 41 42 Mayor Trude made note that arrests can be made when citizens report erratic driving and 43 encouraged the public to do so. 44 Regular Andover City Council Meeting Minutes —March 20, 2018 Page 3 1 SHAW'S GLEN 2ND ADDITION —PRELIMINARYPLA T 2 3 Ms. Hanson presented information regarding Shaw's Glen 2nd Addition. The Andover Review 4 Committee has reviewed the preliminary plat. All staff comments have been satisfactorily 5 addressed by the developer; however, staff is recommending the original home be removed. City 6 Code section I1-3-1 states that during the "review of the preliminary plat, it shall be taken into 7 consideration the requirements of the City and the best use of the land. Particular attention shall 8 be given to the arrangement, location and widths of streets, drainage and lot sizes and 9 arrangements." Removing the existing home will ensure the arrangement of the new homes to fit 10 the character of the surrounding neighborhoods. 11 12 The property is located within the MUSA and is zoned Single -Family Urban Residential (R-4). 13 The parcel is allowed to develop into urban lots at a density of 1.75 — 3.6 single-family homes per 14 acre. The proposed density for the 2"d Addition (5 platted lots) is 1.79 units per acre. The 5 lots 15 will be accessed by 157'1' Lane NW. At the time Shaw's Glen was developed in 2006, 5 municipal 16 sewer and water stubs were constructed to the 3 -acre parcel. The stubs were put into place to allow 17 future urban development of the parcel. 18 19 The Coon Creek Watershed District (CCWD) has reviewed the plat and has no issues with the 20 proposal. 21 22 The Park and Recreation Commission is recommending cash in lieu of land and payment of a trail 23 fee. A public hearing was held on February 13, 2018. One resident spoke. The Park and 24 Recreation Commission approved the preliminary plat, with a condition that the original home and 25 buildings be removed, with a 3-2 vote (2 absent). 26 27 Councilmember Goodrich inquired about the trees along 157' Lane being preserved. 28 29 Mayor Trude asked about the plat and a review of the situation related to the recommendation of 30 the home being torn down. Ms. Hanson reported the addition currently on the home does not meet 31 the proper setbacks. There is an additional pole bam and a two -car garage that will need to be 32 moved or removed. A deck will also need to be removed. Mr. Dickinson clarified if the Council 33 chose "Option B," there would be a requirement to work with the City on where the future house 34 pad would be. Mr. Dickinson stated according to City Code, there is a minimum setback but not 35 a maximum. 36 37 Mayor Trude commented all of the homes in that area previously had large acreage before 38 development. It was also noted the street took away some of the side yard of the property. Some 39 of the property was sold off to do the first part of the development. Mr. Berkowitz confirmed 157'h 40 Lane had originally been a gravel road. The property owners were assessed a unit assessment for 41 the 5 lots, plus the Shaw's Glen lots were assessed to the developer. The reason this house does 42 not match the neighborhood is because the access to 157d' Lane did not originally exist, the house 43 originally had a driveway to Nightingale Street. 44 Regular Andover City Council Meeting Minutes — March 20, 2018 Page 4 1 Shelley Almeida, 1950 157`1' Lane NW, stated she has lived in her home for 45 years. She said 2 she loved living in Andover and maintaining the property. She also disclosed her husband is 3 currently in the hospital with pneumonia and they had personally suffered some financial setbacks 4 over the years. 6 Mr. Berkowitz indicated the original assessments were deferred until a certain date and then they 7 came due and the owners were required to start paying on that amount. 9 Mayor Trude pointed out when the property owners were selling off the land, there was income 10 [to offset the assessment]. Mayor Trude inquired if the property owner may be eligible for further 11 deferral. Mr. Dickinson noted if there was another deferral, there would need to be a new 12 resolution. Mayor Trude speculated the developer/owner may be selling the property solely 13 because of the assessments. The resident replied by saying she did not want to "hand the property 14 over to her kids" to deal with the problem. 15 16 Jethro Carpenter, 826 Goldenway, Isanti, MN, came to the podium. He noted the house does not 17 sit square with the property line and the driveway, however, the house is close to square. The 18 porch can be removed without significantly devaluing the current property/home. The garage 19 could be moved to lot 5, however, demo might be more feasible. The pole barn will be removed 20 completely and overall the house is in good working order. The configuration of the house is not 21 an issue. The lots have adequate backyards and lots two and four can have their houses set back 22 further. The trees out front would be left, if possible. Mr. Carpenter is hoping the pines can be 23 left with the exception of where the driveways are located. The house itself needs minimal work. 24 The deck will need to be modified and a garage will be added. 25 26 Mayor Trude expressed concern with the current home "fitting in" with the neighborhood. Mr. 27 Carpenter claimed it has been found that there really is not any difference between the value of 28 existing homes in new developments and newly built homes. Even in larger lots, this is the case. 29 It was also noted the values of Catchers Creek, compared to his spreadsheet, show no difference. 30 Mayor Trude questioned the validity of the examples. 31 32 There was no one else in the audience to speak to this issue. 33 34 Mr. Berkowitz noted an engineering review would be required if Option B as noted in the staff 35 report was voted upon. 36 37 Councilmember Bukkila asked about the property value of the home being discussed. Mr. 38 Dickinson stated the current property value, as assessed, is $292,500, with the current property 39 and buildings, two sheds. 40 41 Mr. Carpenter originally proposed the value of the new homes developed would be $350,000 - 42 $450,000. Another developer has turned down the project when he proposed a price of $110,000 43 for the lots. 44 Regular Andover City Council Meeting Minutes — March 20, 2018 Page 5 Mr. Carpenter confirmed he would like to leave the trees, but grading could affect them. 3 Mayor Trude wondered about the existing home and the challenge of an older home fitting into an 4 existing neighborhood. She expressed her belief that it's going to be hard to resell that house/lot 5 while designing a new neighborhood. 6 7 Mayor Trude expressed her dislike for the situation while Councilmembers Goodrich and Holthus 8 express support about keeping the house. 9 10 Councilmember Bukkila stated she is not in favor of the Option B plat design. 11 12 Mr. Carpenter indicated the house would likely go into foreclosure and would be addressed in 13 about 2 years from now. He would like to have it all graded at one time. 14 15 Mayor Trude reminded the Council they are looking at a preliminary plat. 16 17 Motion by Bukkila, Seconded by Trude, to approve Resolution No. R017-18, (with the condition 18 of the removal of the existing home). Motion carried 3 ayes, 2 nays (Goodrich, Holthus). 19 20 Mr. Baumgartner addressed the assessment related to consideration for elderly individuals. If the 21 property is held, the Council could re -negotiate the terms. Qualifications include the property has 22 to be homesteaded and annual income is also considered. 23 24 Mayor Trude expressed the Councilmembers seem to be open to having the applicant come back, 25 pursuant to City Code for an assessment deferral. 26 27 CONDITIONAL USE PERMIT AMENDMENT/REVISED PLANNED UNIT 28 DEVELOPMENT AMENDMENT — ANDOVER CLOCKTOWER COMMONS — CLASSIC 29 CONSTRUCTION 30 31 Ms. Hanson presented information requesting to amend the existing approved Conditional Use 32 Permit (CUP) to review the approved Planned Unit Development (PUD) on Lot 3, Block 1, 33 Andover Clocktower Commons. 34 35 The original CUP/PUD approval was granted in September of 2003. 36 37 There was an amendment made in 2009 related to the direct access to Crosstown Boulevard NW 38 in the form of a 3/4 intersection which was approved. 39 40 An amendment was made in 2014 to convert the "bank" site to a retail trade and service building. 41 42 An amendment to the PUD occurred in 2017, for a lot split and building locations, however the 43 project did not carry forward, and the plat was not recorded. The resolution for the 2017 44 amendment would be proposed to be rescinded by City Council if the request is approved by the Regular Andover City Council Meeting Minutes — March 20, 2018 Page 6 City Council. The applicant is proposing to construct a 10,445 square foot building for a daycare center. Due to a new building location, a PUD amendment is required. 6 A public hearing was held at the Planning and Zoning Commission meeting on March 13, 2018. 7 Public comments included concerns with pedestrian safety and architectural standards. The 8 Planning and Zoning Commission recommended approval of the CUP amendment 5-0 (2 absent). 9 10 Mayor Trude thought this was a better plan and safer for the kids, compared to the previous 11 proposal. 12 13 Motion by Bukkila, Seconded by Knight to approve amended Resolution No. R018-18, for the 14 Conditional Use Permit to amend the Planned Unit Development of Andover Clocktower 15 Commons. Motion carried unanimously. 16 17 Motion by Holthus, Seconded by Knight to rescind the previous Resolution No. R042-17, for the 18 Planned Unit Development of Andover Clocktower Commons. Motion carried unanimously. 19 20 The applicants came to the podium to describe their daycare service model. They explained they 21 are at their current facility every day to play with the kids and change them. They hope to have 22 the facility open in August and they have a couple of families already enrolled. The name of the 23 daycare will be "Growing Generations." 24 25 CONSIDER VARIANCE REQUEST —195 OLD CONSTANCE BOULEVARD NW — JASON 26 SCHWA UT 27 28 Ms. Hanson presented information regarding the variance request by Mr. Schraut. He has 29 submitted a request for a variance for his property located at 195 Old Constance Boulevard. The 30 request is to construct an accessory building over 19 feet in height and greater than the total square 31 footage of the foundation of the principal structure. The applicant owns 4.32 acres within the R-1 32 Single -Family Rural zoning district. 33 34 Mr. Schraut submitted a letter and is proposing to construct an accessory building of over 19.8 feet 35 in height and 3,200 square feet. The applicant's home is 1,680 of livable square feet. City Code 36 would allow a 1,680 square foot accessory structure. Under the current requirements, the applicant 37 would be able to construct an accessory building that is equal to the square footage of his principal 38 structure. Under the current requirements, the applicant would be limited to a height of 16 feet, 39 which is the current height of his house. The accessory building itself would exceed the height of 40 the existing home of the property. If the applicant's lot was 5 acres, the applicant would not be 41 before the City Council as five -plus acre lots would not require a variance. A larger property 42 would not change the height requirement. City Codes states, "variances may be granted when the 43 applicant for the variance establishes that there are practical difficulties in complying with the 44 official control." Regular Andover City Council Meeting Minutes — March 20, 2018 Page 7 1 The Andover Review Committee reviewed the proposed variance request and had no formal 2 comments pertaining to the matter. There were no public comments at the March 13, 2018, public 3 hearing held at the Planning and Zoning Commission meeting. When asked what use would occur 4 within the building, the applicant indicated it is for personal use only. 5 6 The Planning and Zoning Commission recommended denial of the variance, primarily based on 7 height. 8 9 Councilmember Bukkila stated she is generally supportive, of homeowners, but in this case, the 10 variance is double the size of the home. She found no compelling reason to grant the variance. 11 There is also nothing preventing the applicant from abiding with the law. She did not want to set 12 a precedence where everyone would request and be granted a variance. 13 14 Councilmember Holthus noted the lot size is close to not needing a variance, which is why the 15 Council needs to discuss each one. 16 17 Mayor Trude commented all of the neighbors have pole barns. The applicant also got a letter from 18 every neighbor and they did not have any concerns. 19 20 Councilmember Goodrich expressed his concern that this is a "massive variance request," for a 21 property just under the 5 -acre mark, so the Council could use their discretion. 22 23 Motion by Knight, Seconded by Goodrich, to approve Resolution No. R019-18, for the variance 24 request, with removal of the existing accessory structure as a condition (#4). Motion carried 4 25 ayes, 1 nay (Bukkila) 26 27 CITY CODE AMENDMENT — RELIGIOUS INSTITUTIONS — TITLE 12 ZONING 28 REGULATIONS 29 30 Mayor Trude noted the City Code amendment is simply to bring the wording more up-to-date. 31 32 Motion by Bukkila, Seconded by Knight, to approve Ordinance 480, for City Code changes. 33 Motion carried unanimously. 34 35 CONSIDER RECOMMENDATION FOR APPOINTMENT/COON CREEK WATERSHED 36 DISTRICT VACANCY 37 38 There were no applicants to be recommended for the Coon Creek Watershed District. 39 40 SCHEDULE APRIL EDA MEETING 41 42 Mr. Dickinson requested the Council schedule an EDA meeting to discuss topics as detailed in the 43 staff report. 44 Regular Andover City Council Meeting Minutes — March 20, 2018 Page 8 1 The Council discussed the draft agenda and available dates. 2 3 Motion by Knight, Seconded by Holthus, to schedule an EDA Meeting on April 17, 2018, at 6:00 4 p.m. Motion carried unanimously. 6 SCHEDULEAPRIL COUNCIL WORKSHOP 7 8 Mr. Dickinson requested the Council schedule an April City Council Workshop meeting to discuss 9 topics as detailed in the staff report. 10 11 The Council discussed the draft agenda and available dates. 12 13 Motion by Holthus, Seconded by Goodrich, to schedule an April City Council Workshop meeting 14 on April 24, 2018, at 6:00 p.m. Motion carried unanimously. 15 16 ADMINISTRATOR'S REPORT 17 18 City Staff updated the Council on the administration and city department activities, legislative 19 updates, updates on development/CIP projects, and meeting reminders/community events. 20 21 (City Administrator) Mr. Dickinson is working on preparations for the Mayors' Prayer Breakfast. 22 This year is the 24`" annual event. Last week there was activity at the State Capital through the 23 North Metro Mayors Group. He personally met with legislators individually regarding the WDE 24 site and water issues. Mr. Dickinson offered his support to the legislators, specifically research 25 support related to current efforts. 26 27 There are 8 new homes to see in Andover as part of the Parade of Homes, which is still ongoing. 28 29 (Public Works/City Engineer) Mr. Berkowitz indicated Byron Westlund is going to let his term 30 expire on the Coon Creek Watershed District Board and then retire. It has been nice to have a 31 developer become part of the Board and then develop such care for water issues. The Council 32 wished to thank him for his service by sending a letter 33 34 The Crosstown Boulevard Trail is moving forward with the design work needing to be done for 35 the Boardwalk. The related easements are in "good shape." 2018 street reconstruction is out for 36 bids. The Crosstown Boulevard overlay is under design. There will be a public hearing in the 37 middle of April. The will be an informational meeting regarding plans for Hanson Boulevard from 38 4:30-6:30 p.m. at the Bunker Hills Activity Center on March 215 39 40 There are a number of plats moving through the process. The Planning and Zoning Commission 41 will be busy and so will the Council. 42 Regular Andover City Council Meeting Minutes — March 20, 2018 Page 9 1 MAYOR/COUNCII, INPUT 2 3 (Mayor Trude) Mayor Trude stated Maddie Rooney's "people" have been in contact with her. 4 The City is planning a short outdoor parade. Maddie is enthusiastic about sharing her medal with 5 the kids. The parade will be held on Saturday March 241h at 2:30 p.m. from the outdoor rink to the 6 indoor rink. The community is encouraged to come out and greet her. The Mayor confirmed she 7 is a great role model. She may also be the Grand Marshall this summer for Fun Fest. Maddie has 8 to go back to training again soon. At the Saturday event, the U12 girls will lead the parade with 9 flags. Kids in youth hockey will walk behind with their coaches. People in the community want 10 to celebrate and say job well done. The Hockey Association is helping. 11 12 Mr. Berkowitz stated parking would be at Andover Elementary or Sunshine Park lots. The west 13 entrance of Sunshine Park is open. 14 15 Mayor Trude reminded the Council of the Mayors' Prayer Breakfast on Friday March 23`d at 7:30 16 a.m. 17 18 The Mayor's Water Challenge starts in April. This year a non-profit organization can be 19 designated for the car they are giving away. 20 21 The new QCTV upgraded cameras were noted. 22 23 ADJOURNMENT 24 25 Motion by Holthus, Seconded by Knight, to adjourn. Motion carried unanimously. The meeting 26 adjourned at 9:00 p.m. 27 2.8 29 Respectfully submitted, 30 31 Marlene White, Recording Secretary 32 REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —MARCH 20, 2018 TABLE OF CONTENTS PLEDGEOF ALLEGIANCE......................................................................................................... 1 FIREFIGHTER BADGE PRESENTATION................................................................................. 1 RESIDENTFORUM...................................................................................................................... 1 AGENDA APPROVAL.................................................................................................................. 1 APPROVALOF MINUTES........................................................................................................... 2 CONSENTITEMS......................................................................................................................... 2 Item 2 Approve Payment of Claims .................... ...................................................... 2 Item 3 Accept Feasibility Report/Order Public Hearing/I,7-44/Crosstown Blvd. NW Overlay (R016 -18) ....................................................... ........................................................ 2 Item 4 Approve Purchase/Wheel Balancer ....................... .. ......,r:............................................ 2 Item 5 Approve Easement/17-17/Crosstown Blvd. NW Trail ............................................. 2 Item 6 Approve Application for Exempt Permit/Pheasants Forever.- ................................ 2 Item 7 Approve Application for Exempt Permit/Fishing for Life ........................................... 2 ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT ............................................... 2 SHAW'S GLEN 2ND ADDITION — PRELIMINARY PLAT (R017-18) ................................ 3 CONDITIONAL USE PERMIT AMENDMENT/REVISED PLANNED UNIT DEVELOPMENT AMENDMENT—ANDOVER CLOCKTOWER COMMONS — CLASSIC CONSTRUCTION (R018-18) ........ ......... ........................................................ 5 CONSIDER VARIANCE REQUEST 195 OLD-CONSTANCE BLVD NW — JASON SCHRAUT (R019-1,8) ......... ......... ......... ............!::......................................... 6 CITY CODE AMENDMENT RELIGIOUS INSTITUTIONS — TITLE 12 ZONING REGULATIONS (Ordinance 480) ......... ....................................................................... 7 CONSIDER RECOMMENDATION FOR APPOINTMENT/COON CREEK WATERSHED 's (City Administrator). .......... (Public Works/City Engineer)..... MAYOR/COUNCIL INPUT .......... (Mayor Trude) ............................. ADJOURNMENT.......: ........... 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 Admini FROM: Lee Brezinka, Finance Manager SUBJECT: Payment of Claims DATE: April 3, 2018 INTRODUCTION Attached are disbursement edit lists for claims related to the on going business of the City of Andover. O DISCUSSION Claims totaling $170,036.83 on disbursement edit lists #1—#4 from 03/16/18 to 03/29/18 have been issued and released. Claims totaling $141,097.93 on disbursement edit list 45 dated 04/03/18 will be issued and released upon approval. BUDGET IMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REQUESTED The Andover City Council is requested to approve total claims in the amount of $311,1.34.76. 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: 03/16/2018 - 10:06AM Batch: 00416.03.2018 Invoice No Vendor: AnkColO S18-016 Description Anoka Co Highway Special Event Permit for Parade Check Total: Total for Check Run: Total of Number of Checks: Amount Payment Date Acet Number Check Sequence: 1 50.00 0316/2018 0101-49100-63905 w.uu 50.00 1 Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (03/16/2018 - 10:06 AM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 03/21/2018- 8:34AM Batch: 00419.03.2018 Invoice No Vendor: AukCo02 16-32-24-220036 Description Anoka Co Property Tax Div Incorrect Storm Water Charge Check Total: Total for Check Run: Total of Number of Checks: Amount Payment Date Acet Number Check Sequence: 1 104.78 03/21/2018 5300-48300-55310 104.78 104.78 1 Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (03/21/2018 - 8:34 AM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 03/26/2018 - 3:14PM Batch: 00421.03.2018 Invoice No Description Amount Payment Date Acct Number Reference Vendor: AndFire Andover Firefighters Check Sequence: l ACH Enabled: False Pass Thur to Fire Relief 3,803.61 03/26/2018 0101-42200-53490 Check Total: 3,803.61 Vendor: AnkCo04 Anoka Cc Central Communication Check Sequence: 2 ACH Enabled: False 2018022 800 MHz Radio System Equipment Charges 289.40 03/26/2018 0101-42200-61005 2018025 2018 Annual Motorola 800 MHz Radio Contract 322.56 03/26/2018 6100-48800-63010 Check Total: 611.96 Vendor: AnkCol6 Anoka Cc Sheriff -Andover Check Sequence:3 ACH Enabled: False 2018 Deputies for Boys High School Hockey Games 2,400.00 03/26/2018 2130-00000-24212 Check Total: 2,400.00 Vendor: AspenMil Aspen Mills Check Sequence: 4 ACH Enabled: False 212894 Uniform for Kurt DeRung 70.50 03/26/2018 0101-42200-61305 212895 Uniform for John Squier 70.50 03/26/2018 0101-42200-61305 Check Total: 141.00 Vendor: AutoNam AutoNation Ford White Bear Lake Check Sequence: 5 ACH Enabled: False 442557 Labor to Repair Unit#134 1,159.00 03/26/2018 6100-48800-63135 442557 Parts to Repair Unit#134 3,587.54 03/26/2018 6100-48800-61115 Check Total: 4,746.54 Vendor: BanKoe Ban-Koe Companies, Inc Check Sequence: 6 ACH Enabled: False 84609 Labor for Fire Alarms 1,530.50 03/26/2018 2130-44000-63105 Check Total: 1,530.50 Vendor: BlainBro Blaine Brothers Inc. Check Sequence: 7 ACH Enabled: False AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PW Page 1 Invoice No Description Amount Payment Date Acct Number Reference 0104201963 Misc. Supplies 219.73 03/26/2018 6100-48800-61020 0104202023 Misc. Supplies 9.23 03/26/2018 6100-48800-61020 Check Total: 228.96 Vendor: Boyerl Boyer Truck Parts Check Sequence: 8 ACH Enabled: False 1216653 Parts for Unit #198 28.99 03/26/2018 6100-48800-61115 1216958 Drum Brake 495.76 03/26/2018 6100-48800-61115 Check Total: 524.75 Vendor: CenLink CenturyLink Check Sequence: 9 ACH Enabled: False 763 754-6713 Subway @ Community Center 54.06 03/26/2018 213044100-62030 763 755-0776 Fire Department Service 20.00 03/26/2018 0101-41920-62030 763 755-0776 Community Center Service 20.00 03/26/2018 2130-44000-62030 763 755-0776 Public Works Service 19.99 03/26/2018 0101-41930-62030 763 755-0776 City Hall Service 19.99 03/26/2018 0101-41910-62030 Check Total: 134.04 Vendor: CintasGK Cintas Corp - Cintas Loc 416K Check Sequence: 10 ACH Enabled: False 4004506167 Uniform Cleaning 172.75 03/26/2018 010143100-61020 4004506167 Uniform Cleaning 24.69 03/26/2018 0101-43300-61020 4004506167 Uniform Cleaning 74.03 03/26/2018 0101-45000-61020 4004506167 Uniform Cleaning 24.69 03/26/2018 510048100-61020 4004506167 Uniform Cleaning 49.34 03/26/2018 5200-48200-61020 4004506167 Uniform Cleaning 24.65 03/26/2018 6100-48800-61020 Check Total: 370.15 Vendor: CitiCard Citi Cards Check Sequence: 11 ACH Enabled: False 9598 Costco Membership 120.00 03/26/2018 2130-44000-61320 Check Total: 120.00 Vendor: Clamys Clarey's Safety Equipment Check Sequence: 12 ACH Enabled: False 176051 Retrak FX Helmet, Yellow 3,225.00 03/26/2018 0101-42200-61305 Check Total: 3,225.00 Vendor: CoonRapi City of Coon Rapids Check Sequence: 13 ACH Enabled: False 12180 Traffic Signal Hanson & 133rd 27.81 03/26/2018 0101-43400-62005 12180 Traffic Signal Crosstown & 133rd 21.25 03/26/2018 0101-43400-62005 AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PM) Page 3 Check Total: 49.06 Vendor: CubFoods Cub Foods Coon Rapids Check Sequence: 14 ACH Enabled: False 320 Pickleball Appreciation 74.94 03/26/2018 2130-44000-61020 Check Total: 74.94 Vendor: Culligan Culligan Bottled Water Check Sequence: 15 ACH Enabled: False 114X64863208 Distilled Water 6.00 03/26/2018 5100-48100-61005 Check Total: 6.00 Vendor: DehnOil Dehn Oil Company Check Sequence: 16 ACH Enabled: False 57635 Unleaded Fuel 664.50 03/26/2018 6100-48800-61045 57636 Diesel Fuel 2,970.00 03/26/2018 610048800-61050 Check Total: 3,634.50 Vendor: DellMark Dell Marketing L.P. Check Sequence: 17 ACH Enabled: False 10226495773 Computers 1,079.96 03/26/2018 2130-44000-61210 Check Total: 1,079.96 Vendor: DeRuyter Cindy Demyter Check Sequence: 18 ACH Enabled: False 2018 2018 Medical Reimbursement 619.19 03/26/2018 7100-00000-21218 Check Total: 619.19 Vendor: DeZurik DeZURIK, Inc. Check Sequence: 19 ACH Enabled: False RP1164004131 Cap 228.00 03/26/2018 5100-48100-61135 Check Total: 228.00 Vendor: ECM ECM Publishers, Inc. Check Sequence: 20 ACH Enabled: False 579754 2018 Curb/Sidewalk/Ped Ramp 161.25 03/26/2018 4140-49300-63025 579754 143rd Ave Recon (Xenia to RLB) 161.25 03/26/2018 4140-49300-63025 579754 2018 Street Reconstruction 161.25 03/26/2018 4140-49300-63025 580119 Monthly Recycling Program 260.00 03/26/2018 0101-46000-63025 580120 City of Andover Ad 69.00 03/26/2018 0101-41500-63025 581440 Preliminary Plat Hearing 43.00 03/26/2018 0101-41500-63025 Check Total: 855.75 Vendor: GovConn GovCommection, Inc. Check Sequence: 21 ACH Enabled: False AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 55625061 8 PortGigabit Switch Unmanaged 130.54 03/26/2018 0101-41420-61225 55628606 Laserjet Printer Cartridges 260.37 03/26/2018 5100-48100-61005 Check Total: 390.91 Vendor: GSDirect GSDirect Inc. Check Sequence: 22 ACH Enabled: False 340341 Canon Print Head 116.19 03/26/2018 0101-43100-61020 340341 Canon Print Head 116.18 03/26/2018 0101-45000-61020 340341 Canon Print Head 116.19 03/26/2018 510048100-61005 340341 Canon Print Head 116.19 03/26/2018 5200-48200-61005 Check Total: 464.75 Vendor: H1thPDen Health Partners Check Sequence: 23 ACH Enabled: False 79987668 April 2018 Premium 3,901.30 03/26/2018 0101-00000-21208 79987668 April 2018 Premium 1,632.08 03/26/2018 7100-00000-21218 79987668 April 2018 Premium 45,574.50 03/26/2018 0101-00000-21206 Check Total: 51,107.88 Vendor: Here U Here -U -Lift Check Sequence: 24 ACH Enabled: False W358355 Labor to Repair Unit #06-164 1,012.50 03/26/2018 6100-48800-63135 W358355 Parts to Repair Unit #06-164 302.63 03/26/2018 6100-48800-61115 W362191 Parts for Unit #06-164 1.36 03/26/2018 6100-48800-61115 W362191 Labor for Unit #06-164 141.00 03/26/2018 610048800-63135 Check Total: 1,457.49 Vendor: HydraPlu Hydraulics Plus & Consulting Check Sequence: 25 ACH Enabled: False 10073 Parts for Unit 4171 159.88 03/26/2018 6100-48800-61115 Check Total: 159.88 Vendor: IDEAL Ideal Advertising, Inc Check Sequence: 26 ACH Enabled: False 44821 T -Shirts for Firefighters 710.00 03/26/2018 0101-42200-61305 Check Total: 710.00 Vendor: ImerBat Interstate All Battery Center Check Sequence: 27 ACH Enabled: False 1901201006989 AED Battery 169.99 03/26/2018 0101-45000-61020 1901201007019 Parts for Unit#130 16.00 03/26/2018 6100-48800-61115 1901202003834 Commercial Batteries for Unit#130 703.80 03/26/2018 610048800-61115 Check Total: 889.79 AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PM) Page 4 Invoice No Description Vendor: JRAdvanc JR's Advanced Recycles 94494 Appliance/ElectroniesBulbs & Mattresses Recy, Check Total: Vendor: KinectEG Kinect Energy Group 272891/5852862 Community Center 272891/5950574 Public Works Check Total: Vendor: Lanoliqui Lane Equipment, Inc. 02-549944 Part for Unit #18-610 Check Total: Vendor: Lawson Lawson Products, Inc. 9305635534 Misc. Supplies Check Total: Vendor: LMNCIT League of Minnesota Cities 000000012845 Deductible Check Total: Vendor: LegShiel Legal Shield 31833 April 2018 Premium Check Total: Vendor: MainMo Main Motors Chev - Cadillac 331738 Parts for Unit #13-94 Check Total: Vendor: Menards Menards 69589 Tools 69641 Tools 69641 Paint & Supplies 69726 Mailbox Post & Concrete Placer 69726 Oil Absorbent Check Total: Amount Payment Date Acct Number Check Sequence: 28 370.00 03/26/2018 0101-46000-63010 370.00 11,849.59 4,176.30 16,025.89 149.51 149.51 370.64 370.64 2,500.00 2,500.00 76.75 76.75 141.62 141.62 122.84 19.38 44.43 85.72 38.43 310.80 Check Sequence: 29 03/26/2018 2130-44000-62015 03/26/2018 0101-41930-62015 Check Sequence: 30 03/26/2018 6100-48800-61115 Check Sequence: 31 03/26/2018 6100-48800-61020 Check Sequence: 32 03/26/2018 6200-48900-62105 Check Sequence: 33 03/26/2018 0101-00000-21219 Check Sequence: 34 03/26/2018 6100-48800-61115 Check Sequence: 35 03/26/2018 0101-41930-61205 03/26/2018 0101-41930-61205 03/26/2018 0101-41910-61120 03/26/2018 0101-43200-61020 03/26/2018 0101-43100-61020 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled•. False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor. MNDOH Minnesota Department of Health Check Sequence: 36 ACH Enabled: False 143rd Ave Recon (Xenia to RLB) 150.00 03/26/2018 4140-49300-63005 Check Total: 150.00 Vendor: Minutema Minuteman Press Check Sequence: 37 ACH Enabled: False 977811 Business Cards - J. Dude 170.60 03/26/2018 0101-41100-61005 977811 Business Cards - J. Dickinson 65.00 03/26/2018 0101-41200-61005 977811 Business Cards - S. Allen 65.00 03/26/2018 0101-41420-61005 Check Total: 300.60 Vendor: MuaEmerg Municipal Emergency Services, Inc. Check Sequence: 38 ACH Enabled: False IN1209376 Letter Patches 249.74 03/26/2018 0101-42200-61315 Check Total: 249.74 Vendor: NoSafety Northern Safety Technology Check Sequence: 39 ACH Enabled: False 45458 Super -Led Beacon for Unit 9171 95.12 03/26/2018 6100-48800-61115 Check Total: 95.12 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 40 ACH Enabled: False 3253-320752 Fuel Cap for Unit 1!139 22.31 03/26/2018 6100-48800-61115 3253-321298 Air & Fuel Filter for Unit 1107-191 40.96 03/26/2018 6100-48800-61115 Check Total: 63.27 Vendor: OffDepot Office Depot Check Sequence: 41 ACH Enabled: False 114032721001 CH Office Depot Supplies 3.26 03/26/2018 0101-42300-61005 114032721001 CH Office Depot Supplies 1.30 03/26/2018 0101-41230-61005 114032721001 CH Office Depot Supplies 0.65 03/26/2018 0101-41300-61005 114032721001 CH Office Depot Supplies 1.30 03/26/2018 0101-41400-61005 114032721001 CH Office Depot Supplies 1.95 03/262018 0101-01600-61005 114032721001 CH Office Depot Supplies 2.61 03/26/2018 0101-41500-61005 114032721001 CH Office Depot Supplies 1.95 03/26/2018 0101-41200-61005 114033005001 CH Office Depot Supplies 3.75 03/26/2018 0101-4160051005 114033005001 CH Office Depot Supplies 6.24 03/262018 0101-42300-61005 114033005001 CH Office Depot Supplies 2.50 03/26/2018 0101-41230-61005 114033005001 CH Office Depot Supplies 1.25 03/26/2018 0101-41300-61005 1.14033005001 CH Office Depot Supplies 2.50 03/26/2018 0101-41400-61005 114033005001 CH Office Depot Supplies 5.00 03/26/2018 0101-41500-61005 114033005001 CH Office Depot Supplies 3.75 03/26/2018 0101-41200-61005 114033006001 CH Office Depot Supplies 3.64 0326/2018 0101-42300-61005 AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 114033006001 CH Office Depot Supplies 1.46 03/26/2018 0101-41230-61005 114033006001 CH Office Depot Supplies 0.73 03/26/2018 0101-41300-61005 114033006001 CH Office Depot Supplies 1.46 03/26/2018 0101-41400-61005 114033006001 CH Office Depot Supplies 2.19 03/26/2018 0101-41200-61005 114033006001 CH Office Depot Supplies 2.19 03/26/2018 0101-41600-61005 114033006001 CH Office Depot Supplies 2.92 03/26/2018 0101-41500-61005 Check Total: 52.60 Vendor: OxySvcCo Oxygen Service Company Check Sequence: 42 ACH Enabled: False 03399673 Cylinder Rental 21.28 03/26/2018 6100-48800-62200 Check Total: 21.28 Vendor: PINDEPOI PINDEPOT Check Sequence: 43 ACH Enabled: False 286887 Custom Lapel Pins 288.00 03/26/2018 0101-42200-61305 Check Total: 288.00 Vendor: PionSecu Pioneer SecureShred Check Sequence: 44 ACH Enabled: False 33457 Paper Shredding Service Feb 9 & 10, 2018 900.00 03/26/2018 0101-46000-63010 Check Total: 900.00 Vendor: PreCise PreCise MRM LLC Check Sequence: 45 ACH Enabled: False IN200-1016263 Software License 345.65 03/26/2018 0101-43200-61320 IN200-1016263 Software License 115.22 03/26/2018 0101-43100-61320 IN200-1016263 Software License 153.62 0326/2018 51004810051320 IN200-1016263 Software License 153.62 03/26/2018 5200-48200-61320 Check Total: 768.11 Vendor: R&R R&R Specialties of Wisconsin Check Sequence: 46 ACH Enabled: False 0064664 -IN Blade Sharpening 40.50 03/26/2018 2130-44300-61020 Check Total: 40.50 Vendor: RadesVan Vance Rades Check Sequence: 47 ACH Enabled: False 2018-00362 Pulled Incorrect Permit Type 30.00 03/26/2018 0101-42300-52195 Check Total: 30.00 Vendor: RCMSpeci RCM Specialties Inc Check Sequence: 48 ACH Enabled: False 3631 Labor to Repair Unit #07-191 427.50 03/26/2018 6100-48800-63135 3631 Parts to Repair Unit #07-191 83.23 03/262018 6100-48800-61115 AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PK Page 7 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 510.73 2,926.00 821.00 821.00 248.00 251.00 108.00 5,175.00 241.16 440.00 681.16 3,823.77 1.605.82 40.00 11.00 51.00 -225.00 -180.00 350.00 280.00 225.00 282.63 67.15 349.78 Check Sequence: 49 03/26/2018 0101-41400-63005 03/26/2018 5100-48100-63005 03/26/2018 5200-48200-63005 03/26/2018 5300-48300-63005 03/26/2018 2110-46500-63005 03/26/2018 2220-41600-63005 Check Sequence: 50 03/26/2018 5100-48100-61120 03/26/2018 2130-44000-63105 Check Sequence: 51 03/26/2018 5100-48100-63010 03/26/2018 5100-48100-63010 Check Sequence: 52 03/26/2018 6100-48800-63135 03/26/2018 6100-48800-61115 Check Sequence: 53 03/26/2018 0101-45000-62200 03/26/2018 0101-45000-63100 03/26/2018 0101-45000-62200 03/26/2018 0101-45000-63100 Check Sequence: 54 03/26/2018 0101-41400-54285 03/26/2018 2210-41600-54270 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/262018 - 3:14 PM) Page 8 Check Total: Vendor: RedpathC Redpath and Company 150438214 2017 Financial & Legal Compliance Audit 150438214 2017 Financial & Legal Compliance Audit 150438214 2017 Financial & Legal Compliance Audit 150438214 2017 Financial & Legal Compliance Audit 150438214 2017 Financial & Legal Compliance Audit 150438214 2017 Financial & Legal Compliance Audit Check Total: Vendor: RIMechan RT Mechanical, Inc. 7975 Order Thermostat @ WTP 7976 Repair Heat Timer Controller on Boiler Check Total: Vendor: RMRServi RMR Services LLC 2018090 January 2018 Meter Reading 2018091 February 2018 Meter Reading Check Total: Vendor: RoyalTi Royal Tire Inc 312-24926 Labor for Tire Repair on Unit #205 312-24926 Parts for Tire Repair on Unit #205 Check Total: Vendor: SATELL Satellite Shelters, Inc. CMR105013 Credit for Trailer Rental @ Hawkridge CMR105016 Credit for Service Call RI153087 Trailer Rental @ Hawkridge R1154301 Service Call for Trailer Check Total: Vendor: SmithM&R Mark & Kathleen Smith Catcher's Creek 2nd Addition Catcher's Creek 2nd Addition Check Total: 510.73 2,926.00 821.00 821.00 248.00 251.00 108.00 5,175.00 241.16 440.00 681.16 3,823.77 1.605.82 40.00 11.00 51.00 -225.00 -180.00 350.00 280.00 225.00 282.63 67.15 349.78 Check Sequence: 49 03/26/2018 0101-41400-63005 03/26/2018 5100-48100-63005 03/26/2018 5200-48200-63005 03/26/2018 5300-48300-63005 03/26/2018 2110-46500-63005 03/26/2018 2220-41600-63005 Check Sequence: 50 03/26/2018 5100-48100-61120 03/26/2018 2130-44000-63105 Check Sequence: 51 03/26/2018 5100-48100-63010 03/26/2018 5100-48100-63010 Check Sequence: 52 03/26/2018 6100-48800-63135 03/26/2018 6100-48800-61115 Check Sequence: 53 03/26/2018 0101-45000-62200 03/26/2018 0101-45000-63100 03/26/2018 0101-45000-62200 03/26/2018 0101-45000-63100 Check Sequence: 54 03/26/2018 0101-41400-54285 03/26/2018 2210-41600-54270 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/262018 - 3:14 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: S=Tri2 Star Tribune Check Sequence: 55 ACH Enabled: False 10962115 April 2018 IPad Subscription 16.96 03/26/2018 0101-41200-61320 Check Total: 16.96 Vendor: SunLiFrF Sun Life Financial Check Sequence: 56 ACH Enabled: False 238450 April 2018 Premium 34.20 03/26/2018 0101-42200-60330 238450 April 2018 Premium 1,595.55 03/26/2018 0101-00000-21205 238450 April 2018 Premium 3.04 03/26/2018 7100-00000-21218 238450 April 2018 Premium 986.36 03/26/2018 0101-00000-21216 238450 April 2018 Premium 133.23 03/26/2018 0101-00000-21217 Check Total: 2,752.38 Vendor: SupSolut Supply Solutions LLC Check Sequence: 57 ACH Enabled: False 17695 M Fold Towels White & Bath Tissue 231.85 03/26/2018 0101-41930-61025 Check Total: 231.85 Vendor: Timesave Timesaver Check Sequence: 58 ACH Enabled: False M23618 City Council Meeting 491.00 03/26/2018 0101-41100-63005 M23618 Park & Recreation Meeting 176.50 03/26/2018 0101-45000-63005 Check Total: 667.50 Vendor: Towmaste Towmaster Check Sequence: 59 ACH Enabled: False 401533 Labor to Repair Unit #205 1,337.29 03/26/2018 6100-48800-63135 Check Total: 1,337.29 Vendor: TCFilter Twin City Filter Service, Inc. Check Sequence: 60 ACH Enabled: False 0632721 -IN Filters @ Community Center 696.78 03/26/2018 2130-44000-61020 Check Total: 696.78 Vendor: Uline Uline Check Sequence: 61 ACH Enabled: False 95456891 Cray Mat/Duct Tape & Corr Pad 213.52 03/26/2018 2130-44400-61020 Check Total: 213.52 Vendor: USBaukEq US Bank Equipment Finance Check Sequence: 62 ACH Enabled: False 353384126 Ricoh Copier Lease @ Public Works 140.50 03/26/2018 0101-41930-62200 Check Total: 140.50 AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: USABIue USA Blue Book Check Sequence: 63 ACH Enabled: False 507296 Asco Repair Kit 988.02 03/26/2018 5100-48100-61135 511268 Asco 1/4 4 -Way Solinoid Valve 992.76 03/26/2018 5100-48100-61135 AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PM) Page 10 Check Total: 1,980.78 Vendor: Verizon Verizon Wireless Check Sequence: 64 ACH Enabled: False 9803431020 Monthly Cell Phone Service 69.58 03/26/2018 0101-41200-62030 9803431020 Monthly Cell Phone Service 189.23 03/26/2018 0101-42300-62030 9803431020 Monthly Cell Phone Service 158.69 03/26/2018 2130-44000-62030 9803431020 Monthly Cell Phone Service 99.46 03/26/2018 0101-41500-62030 9803431020 Monthly Cell Phone Service 398.04 03/26/2018 0101-41600-62030 9803431020 Monthly Cell Phone Service 59.58 03/26/2018 0101-41400-62030 9803431020 Monthly Cell Phone Service 190.61 03/26/2018 0101-42200-62030 9803431020 Monthly Cell Phone Service 434.57 03/26/2018 0101-41420-62030 9803431020 Monthly Cell Phone Service 355.99 03/26/2018 0101-45000-62030 9803431020 Monthly Cell Phone Service 106.00 03/26/2018 5200-48200-62030 9803431020 Monthly Cell Phone Service 72.07 03/26/2018 0101-43300-62030 9803431020 Monthly Cell Phone Serviced 288.92 03/26/2018 0101-43100-62030 9803431020 Monthly Cell Phone Service 156.40 03/26/2018 6100-48800-62030 9803431020 Monthly Cell Phone Service 303.00 03/26/2018 5100-48100-62030 9803431020 Monthly Cell Phone Service 59.58 03/26/2018 0101-41910-62030 Check Total: 2,941.72 Vendor: YMCAAnc YMCA of Greater Twin Cities - Andover Check Sequence: 65 ACH Enabled: False 00028706 Aquatics - Field Trip - Vogue Dance 498.00 03/26/2018 2130-00000-24201 Check Total: 498.00 Vendor: Ziegler Ziegler, Inc. Check Sequence: 66 ACH Enabled: False E8861351 03/18 Maint. Contract- LS #1 & LS #4 742.95 03/26/2018 5200-48200-62300 Check Total: 742.95 Total for Check Run: 127,111.53 Total of Number of Checks: 66 AP -Computer Check Proof List by Vendor (03/26/2018 - 3:14 PM) Page 10 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 03/29/2018 - 12:03PM Batch: 00426.03.2018 Invoice No Description Amount Payment Date Acct Number Reference Vendor: AFLAC AFLAC Check Sequence: 1 ACH Enabled: False 972536 March 2018 Premium 548.16 03/29/2018 0101-00000-21209 AP -Computer Check Proof List by Vendor (03/29/2018 - 12:03 PM) Page 1 Check Total: 548.16 Vendor: Allina5 Allina Health Pharmacy - Finance Check Sequence: 2 ACH Enabled: False 1010213774 Supplies for Emergency Vehicles 1,116.37 03/29/2018 0101-42200-61005 Check Total 1,116.37 Vendor: AnkCo02 Anoka Cc Property Tax Div Check Sequence: 3 ACH Enabled: False 083224330036 Fire Station 82 69.14 03/29/2018 0101-41920-62020 133224320007 Fire Station N3 155.53 03/29/2018 .0101-41920-62020 223224340085 Woodland Estates 53.23 03/29/2018 0101-45000-62020 223224410003 Community Center 545.16 03/29/2018 2130-44000-62020 223224410006 City Hall 545.16 03/29/2018 010141910-62020 223224420003 Water Treatment Plant 545.16 03/29/2018 5100-48100-62020 223224420014 Slyzak 172.86 03/29/2018 0101-41930-62020 223224420015 Public Works 545.16 03/29/2018 0101-41930-62020 223224430002 Sunshine Park 53.23 03/29/2018 0101-45000-62020 253224220011 Prairie Knoll 53.23 03/29/2018 0101-45000-62020 323224120072 Northglen Park 53.23 03/29/2018 0101-45000-62020 323224130044 Water Tower 53.23 03/29/2018 5100-48100-62020 333224140014 EDA 2557 Bunker Lake 3,560.98 03/29/2018 4520-49300-62035 333224140015 EDA 2543 Bunker Lake 3,567.83 03/29/2018 4520-49300-62035 333224140022 EDA2526138th Ave NW 5,825.08 03/29/2018 4520-49300-62035 333224140038 Fire Station 41 155.53 03/29/2018 0101-41920-62020 Check Total: 15,953.74 Vendor: BanKoe Ban-Koe Companies, Inc Check Sequence: 4 ACH Enabled: False 84657 Labor for Fire Alarm 478.75 03/29/2018 2130-44000-63105 AP -Computer Check Proof List by Vendor (03/29/2018 - 12:03 PM) Page 1 Invoice No Description Check Total Vendor: B1ainBro Blaine Brothers Inc. 0104201070 Ride -On LED Smart Caps 35154 Check Total: Vendor: CintasGK Cintas Corp - Cintas Loc #16K 4004671916 Floor Mat Rental 4004671929 Floor Mat Rental 4004671954 Floor Mat Rental 4004672008 Uniform Cleaning 4004672008 Uniform Cleaning 4004672008 Uniform Cleaning 4004672008 Uniform Cleaning 4004672008 Uniform Cleaning 4004672008 Unifonn Cleaning 03/29/2018 Check Total: Vendor: CintasCo Cintas Corporation 5010342025 Service First Aid Cabinet 010141930-62200 Check Total: Vendor: CMTDiver CMT Janitorial Services 1230 Monthly Cleaning Service 1230 Monthly Cleaning Service 1230 Monthly Cleaning Service 6100-48800-61020 Check Total: Vendor: ColhnsS Steve Collins 03/29/2018 Lem to Skate Coach Amount Payment Date Acct Number Reference 478.75 Check Total: Vendor: CountPri Countryside Printing, Inc. 35154 Punch Cards 35159 Envelopes ACH Enabled: Check Total: Vendor: ECM ECM Publishers, Inc. Amount Payment Date Acct Number Reference 478.75 Check Sequence: 5 ACH Enabled: False 759.90 03/29/2018 6100-48800-61115 759.90 Check Sequence:.6 ACH Enabled: False 35.00 03/29/2018 0101-41910-62200 67.37 03/29/2018 010141930-62200 133.94 03/29/2018 5100-48100-62200 25.65 03/29/2018 6100-48800-61020 179.71 03/29/2018 0101-43100-61020 25.69 03/29/2018 0101-43300-61020 77.01 03/29/2018 0101-45000-61020 25.68 03/29/2018 5100-48100-61020 51.33 03/29/2018 5200-48200-61020 621.38 Check Sequence: 7 ACH Enabled: False 65.85 03/29/2018 2130-44000-61020 65.85 Check Sequence: 8 ACH Enabled: False 1,052.60 03/29/2018 0101-41930-63010 470.90 03/29/2018 0101-41920-63010 1,246.50 03/29/2018 0101-41910-63010 2,770.00 Check Sequence: 9 ACH Enabled: False 90.00 03/29/2018 2130-44300-63005 90.00 Check Sequence: 10 ACIJ Enabled: False 159.00 03/29/2018 2130-44000-61020 69.00 03/29/2018 2130-44000-61020 228.00 Check Sequence: 11 ACH Enabled: False AP -Computer Check Proof List by Vendor (03/29/2018 - 12:03 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 583511 Abatement Bids 86.00 03/29/2018 0101-41500-63025 583512 Vacation Easement Shaw's Glen 86.00 Check Sequence: 13 ACH Enabled: False 03/29/2018 0101-41500-63025 583513 Vacation Easement White Pine 86.00 6182882893 03/29/2018 0101-41500-63025 583979 Abatement Publication Notice 69.00 Uniform Cleaning 03/29/2018 0101-41500-63025 0101-45000-61020 Check Total: 327.00 25.61 03/29/2018 5100-48100-61020 Vendor: ElecSyst Electric Systems of Anoka, Inc 51.19 03/29/2018 5200-48200-61020 Check Sequence: 12 ACH Enabled: False 6931 Repair Siren N9 170.00 6100-48800-61020 03/29/2018 0101-42400-63100 AP -Computer Check Proof List by Vendor (03/29/2018 - 12:03 PM) Page 3 CheckTotal: 170.00 Vendor: G&K G&K Services Inc Check Sequence: 13 ACH Enabled: False 6182882893 Uniform Cleaning 179.22 03/29/2018 0101-43100-61020 6182882893 Uniform Cleaning 25.62 03/29/2018 0101-43300-61020 6182882893 Uniform Cleaning 76.80 03/29/2018 0101-45000-61020 6182882893 Uniform Cleaning 25.61 03/29/2018 5100-48100-61020 6182882893 Uniform Cleaning 51.19 03/29/2018 5200-48200-61020 6182882893 Uniform Cleaning 25.58 03/29/2018 6100-48800-61020 Check Total: 384.02 Vendor: GSDirect GSDirect Inc. Check Sequence: 14 ACH Enabled: False 340443 Printer Cartridges 60.00 03/29/2018 5300-48300-61020 340443 Printer Cartridges 60.00 03/29/2018 5200-48200-61020 340443 Printer Cartridges 60.00 03/29/2018 5100-48100-61020 340443 Printer Cartridges 60.25 03/29/2018 2210-41600-61020 340443 Printer Cartridges 60.00 03/29/2018 0101-45000-61020 340443 Printer Cartridges 60.00 03/29/2018 0101-43100-61020 340466 Printer Cartridge 15.00 03/29/2018 0101-43100-61020 340466 Printer Cartridge 15.00 03/29/2018 5200-48200-61020 340466 Printer Cartridge 14.50 03/29/2018 5100-48100-61020 340466 Printer Cartridge 15.00 03/29/2018 2210-41600-61020 340466 Printer Cartridge 15.00 03/29/2018 0101-45000-61020 340466 Printer Cartridge 15.00 03/29/2018 5300-48300-61020 340483 36" X 50' 14 Mil Scrim Vinyl Banner 24.00 03/29/2018 0101-45000-61020 340483 36" X 50' 14 Mil Scrim Vinyl Banner 24.00 03/29/2018 2210-41600-61020 340483 36" X 50' 14 Mil Scrim Vinyl Banner 24.00 03/29/2018 5100-48100-61020 340483 36" X 50' 14 Mil Scrim Vinyl Banner 24.00 03/29/2018 5200-48200-61020 340483 36" X 50'14 Mil Scrirn Vinyl Banner 24.00 03/29/2018 5300-48300-61020 340483 36" X 50'14 Mil Scrim Vmyl Banner 26.25 03/29/2018 0101-43100-61020 340757 Service Call & Carriage Relay Switch 173.19 03/29/2018 5300-48300-61020 340757 Service Call & Carriage Relay Switch 173.18 03/29/2018 5200-48200-61020 AP -Computer Check Proof List by Vendor (03/29/2018 - 12:03 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 340757 Service Call& Carriage Relay Switch 173.18 03/29/2018 5100-48100-61020 340757 Service Call & Carriage Relay Switch 173.18 03/29/2018 2210-41600-61020 340757 Service Cali & Carriage Relay Switch 173.18 03/29/2018 0101-45000-61020 340757 Service Call & Carriage Relay Switch 173.18 03/29/2018 0101-43100-61020 340758 Printer Cartridges 173.00 03/29/2018 5200148200-61020 340758 Printer Cartridges 173.00 03/29/2018 5100-48100-61020 340758 Printer Cartridges 173.00 03/29/2018 2210-41600-61020 340758 Printer Cartridges 173.00 03/29/2018 0101-45000-61020 340758 Printer Cartridges 173.00 03/29/2018 0101-43100-61020 340758 Printer Cartridges 173.00 03/29/2018 5300-48300-61020 Check Total: 2,673.09 Vendor: Hakanson Hakanson Anderson Assoc., Check Sequence: 15 ACH Enabled: False 39666 Crosstown Blvd Trail 1,715.50 03/29/2018 4170-49300-63005 Check Total: 1,715.50 Vendor: Hawkins2 Hawkins Inc Check Sequence: 16 ACII Enabled: False 4247036 Chemicals for Water Treatment Plant 4,656.00 03/29/2018 5100-48100-61040 Check Total: 4,656.00 Vendor: HowiesHo Howies Hockey Tape Check Sequence: 17 ACH Enabled: False 34099 Resale Items for Pro Shop 534.84 03/29/2018 2130-44200-61245 Check Total: 534.84 Vendor: LeagueMN League of Minnesota Cities Check Sequence: 18 ACH Enabled: False 270284 2018 Safety & Loss Control Workshop 20.00 03/29/2018 0101-41230-61315 Check Total: 20.00 Vendor: LittleFa Little Falls Machine, Inc. Check Sequence: 19 ACH Enabled: False 351504 Pin,1 1/4"X 4" 45.52 03/29/2018 6100-48800-61115 Check Total: 45.52 Vendor: LOCATO Locators & Supplies, Inc. Check Sequence: 20 ACH Enabled: False 0264027 -IN Misc. Supplies 888.19 03/29/2018 0101-43300-61020 Check Total: 888.19 Vendor: MacQueen MacQueen Equipment Inc. Check Sequence: 21 ACH Enabled: False PI1540 Parts for Unit#169 380.19 03/29/2018 6100-48800-61115 AP -Computer Check Proof List by Vendor (03/29/2018 - 12:03 PM) Page 4 Invoice No Description AP -Computer Check Proof List by Vendor (03/29/2018 - 12:03 PK Amount Payment Date Acct Number , Reference 380.19 Check Total: Vendor: Menards Menards 69761 Misc. Supplies 69765 Sealbest Pothole Patch 69773 Paint Supplies 69840 Paint Supplies 70078 Paint Supplies 70119 Sealbest Pothole Patch 70131 Scottsdale Mailbox Posts 0101-41910-61120 Check Total: Vendor: Mickman Mickman Brothers Inc. 3345 Tree Services - Crosstown & 135th Lane 105.79 Check Total: Vendor: MTIDist MTI Distributing Inc 1156699-00 V -Belt for Unit #550 0101.43100-61125 Check Total: Vendor: NussTrck Noss Truck & Equipment 4549044P Coveralls for Unit #16-209 950.82 Check Total: Vendor: OReiAuto O'Reilly Auto Parts 3253-320812 Returned Fuel Cap 3253-322366 Battery for Unit#566 3253-323030 Fuel Filter for Unit #07-191 3253-323175 Wiper Blades for Unit #07-191 3253-323227 Air Regulator for Unit #07-191 Check Total: Vendor: O$Depot Office Depot 115951394001 PW Office Depot Supplies 115951394001 PW Office Depot Supplies 115951394001 PW Office Depot Supplies 115951394001 PW Office Depot Supplies 115951394001 PW Office Depot Supplies AP -Computer Check Proof List by Vendor (03/29/2018 - 12:03 PK Amount Payment Date Acct Number , Reference 380.19 Check Sequence: 22 ACH Enabled: False 11.48 03/29/2018 0101-41910-61120 236.70 03/29/2018 0101-43100-61125 23.03 03/29/2018 0101-41910-61120 101.40 03/29/2018 010141910-61120 105.79 03/29/2018 0101-41910-61120 233.86 03/29/2018 0101.43100-61125 238.56 03/29/2018 0101-43200-61020 950.82 Check Sequence: 23 ACH Enabled: False 1,068.75 03/29/2018 0101-43100-63010 1,068.75 Check Sequence: 24 ACII Enabled: False 38.00 03/29/2018 6100-48800-61115 38.00 Check Sequence: 25 ACH Enabled: False 157.80 03/29/2018 6100-48800-61115 157.80 Check Sequence: 26 ACH Enabled: False -12.49 03/29/2018 6100-48800-61115 46.07 03/29/2018 6100-48800-61115 8.66 03/29/2018 6100-48800-61115 69.95 03/29/2018 6100-48800-61115 159.99 03/29/2018 6100-48800-61115 272.18 Check Sequence: 27 ACH Enabled: False 15.19 03/29/2018 5100-48100-61005 4.25 03/29/2018 0101-46000-61005 21.27 03/29/2018 0101-45000-61005 6.07 03/29/2018 0101-43200-61005 9.11 03/29/2018 0101-43100-61005 Page 5 Invoice No Description Amount Payment Date Acct Number Reference 115951394001 PW Office Depot Supplies 29.17 03/29/2018 5200-48200-61005 Check Total: 85.06 Vendor: Posimast Postmaster Check Sequence: 28 ACH Enabled: False Newsletter Postage for May - Aug 2018 3,343.92 03/29/2018 0101-41210-61405 Check Total: 3,343.92 Vendor: SnapOn Snap-On Industrial Check Sequence: 29 ACH Enabled: False ARV / 35545462 Tools 20.04 03/29/2018 6100-48800-61205 ARV 135559085 Tools 28.55 03/29/2018 6100-48800-61205 Check Total: 48.59 Vendor: TahoSpl Talo Sportswear, Inc. Check Sequence: 30 ACH Enabled: False 18TF0492 Performance Tees for ACC 3 on 3 1,638.00 03/29/2018 2130-44300-61020 18TF0513 Long Sleeve Shirts - Black 184.40 03/29/2018 2130-44300-61020 18TF0514 Embroidery Logo 31.00 03/29/2018 2130-44300-61020 Check Total: 1,853.40 Vendor: TitanMac Titan Machinery Check Sequence: 31 ACH Enabled: False 10610911 GP 32 IN, HD Pusher & Hardware 525.50 03/29/2018 0101-43200-61105 Check Total: 525.50 Total for Check Run: 42,770.52 Total of Number of Checks: 31 AP -Computer Check Proof List by Vendor (03/29/2018 - 12:03 PM) Page 6 Accounts Payable Computer Check Proof List by Vendor User: BreadaF Printed: 03/29/2018 - 1:51PM Batch: 00403.04.2018 Invoice No Description Vendor: ColunrHei City of Columbia Heights 2018 - Ist Qtr 2018 GIS Ist Qtr 2018 -1st Qtr 2018 GIS Ist Qtr 2018 - 1st Qtr 2018 GIS Ist on 2018-Ist Qtr 2018 GIS Ist Qtr 2018 -1st Qtr 2018 GIS 1st Qtr 2018 - Ist Qtr 2018 GIS Ist Qtr 2018 - Ist Qtr 2018 GIS Ist Qtr 04/03/2018 Check Total: Vendor: MattBull Matt Bullock Contracting Co. Payment M5 Woodland Creek Wetland Bank 04/03/2018 Check Total: Vendor: MetCoun\W Metro Council Wastewater 0001079833 Strength Charge Check Total: Vendor: SteppMfg Stepp Mfg 53480 Hot Patcher Check Total Total for Check Run: Total of Number of Checks: �,5 Amount Payment Date Acct Number Reference Check Sequence: 3 ACH Enabled: False 45,482.36 04/03/2018 5100-48100-62010 45,482.36 Check Sequence: 4 ACH Enabled: False 63,773.00 04/03/2018 4180-49300-65600 63,773.00 141,097.93 4 AP -Computer Check Proof List by Vendor (03/29/2018 - 1:51 PM) Page 1 Check Sequence: 1 ACH Enabled: False 2,775.00 04/03/2018 4140-49300-63005 1,902.00 04/03/2018 2210-41600-63005 185.00 04/03/2018 2220-41600-63005 2,642.00 04/03/2018 2250-41600-63005 2,774.00 04/03/2018 5100-48100-63005 2,774.00 04/03/2018 5200-48200-63005 1,348.00 04/03/2018 5300-48300-63005 14,400.00 Check Sequence: 2 ACH Enabled: False 17,442.57 04/03/2018 4140-49300-63010 Check Sequence: 3 ACH Enabled: False 45,482.36 04/03/2018 5100-48100-62010 45,482.36 Check Sequence: 4 ACH Enabled: False 63,773.00 04/03/2018 4180-49300-65600 63,773.00 141,097.93 4 AP -Computer Check Proof List by Vendor (03/29/2018 - 1:51 PM) Page 1 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administr or / David D. Berkowitz, Director o u c Works/City Engineer* FROM: Todd J. Haas, Assistant Public Works Director SUBJECT: Consider Request to Waive Tournament Fee for The Heroes Tourney -Tribute to MN Troops — Engineering DATE: April 3, 2018 INTRODUCTION The City Council is requested to approve a request to waive the tournament application fees for the use of Sunshine Park ball fields on August 4, 2018 by the Tribute to the Troops of Minnesota. Attached is the tournament application. This is the second year the tournament organization is putting on a tournament of this type. The fee that is being recommended to be waived is as follows: • $206.25 Field reservation fee (1 day only). • $200.00 Field usage fee. Note: Staff is not recommending the $250 damage deposit fee be waived since all non-profit organizations (youth associations such as baseball, softball, soccer, football, etc.) have been required to provide a deposit each year. The damage deposit fee is refundable as long as the litter/garbage on the fields, parking areas and other portions of the park have been cleaned up and that there has been no damage to the fields/facilities. Note: The City Council has the only authority to waive fees. The fees were waived last year for this same tournament. The tournament application was approved by the Park and Recreation Commission on March 22, 2018 and is also recommending the field reservation and field usage fees be waived. ACTION REQUIRED The City Council is requested to approve a request to waive the tournament application fees for the use of Sunshine Park ball fields on August 4, 2018 by the Tribute to the Troops of Minnesota. Respectfully submitted, foo lA l"/ Todd J. Haas Cc: Scott and Raquell Lundequam, Tournament Directors (copy sent by e-mail) Attachment: Request from The Heroes Tourney Directors; Tournament application TRE RERO£STOVRNEY The Heroes Tourney P.O. Box 120 Andover, MN 55304 www.TheHeroesTourney.org 6 -March -2018 To the Andover City Council, Subject: Request for Waiver of Fees for The Heroes Tourney The Heroes Tourney, an all -volunteer committee of Tribute To The Troops — Minnesota (https://tributetothetroops.orgo, was created to utilize athletic tournaments to deliver educational support to children of fallen heroes. Our inaugural event will be a co-ed Softball Tournament including a double -elimination tournament, home run derby, base running competition, and kids event. Proceeds from this event will go to the Fallen Heroes' Children's Education Fund (https://tributetothetroops.org/childrens-education-fund.php) which provides financial assistance to the surviving children of our fallen heroes to for post -secondary education costs. Since this charity tournament's main goal is to raise funds for children's education, we would like to request a waiver to the City's fees for this event. The requested waiver would be for field fees plus the Cushman fee and does not include the damage deposits. We look forward to answering any questions you may have. Sincerely, Scott Lundequam and Raquell Lundequam The Heroes Tourney Tournament Directors Tribute To The Troops — Minnesota N Lala _<of4 ya1( $c sE a�(I Sal�k� 2018 TOURNAMENT, MULTI -DAY AND JAMBOREE APPLICATION FORM (SOFTBALL, BASEBALL & FAST PITCH) (Please print or type all information) NAME OF TOURNAMENT: The Heroes Tourney- 2nd Annual Softball Tournament TOURNAMENT ORGANIZATION: The Heroes Tourney TOURNAMENT SPONSOR: Tribute To The Troops — Minnesota TWO TOURNAMENT DIRECTORS MUST BE LISTED. TOURNAMENT DIRECTOR #1 TOURNAMENT DIRECTOR #2 (print name): Scott Lundeguam (print name): Raguell Lundequam ADDRESS: P.O. Box 120 ADDRESS: P.O. Box 120 CITY, STATE, ZIP CODE: Andover, MN 55304 CITY, STATE, ZIP CODE: Andover, MN 55304 PHONE: 763-670-4908 PHONE: 763-242-4468 (mobile) (mobile) E-MAIL: slundeguam(a)gmail.com E-MAIL; raguell.lundeguam(o�gmaiLcom Note: The Tournament Director(s) or designee shall be on site at all times during the duration of the tournar Check here if organization is located in Andover X DATES OF TOURNAMENT: PARK FEES AND USAGE e a 1- .7 Fees are as follows: (Check A or B) BY— X A. No Field Maintenance X Adult - $275.00 Field reservation fee is for the use of up to 2 fields (*) Youth - $275.00 Field reservation fee is for the use of up to 2 fields (*) for all youth organizations not affiliated with Andover youth (to be considered an organization from Andover, a minimum of 51 % participation of Andover residents shall be required based on the previous year participation of the organization or association). Note: (*) This field reservation fee is used to secure the use of the field(s). If your organization schedules more than 2 fields an additional $100 per field will be charged. If your organization uses more than the approved number of field(s), the organization will be charged double per field plus a 15% administration fee. 4 Number of fields to be used Note: 1 day tournaments will be charged 75% of the field reservation fee. The field reservation fee includes the use of the chalker, chalk and batter's box during the duration of the tournament by the Tournament Director. The Tournament Directors is responsible for maintenance of the field(s), upkeep of trash bins, restrooms and building. B. With Field Maintenance Adult - $275.00 Field reservation fee is for the use of up to 2 fields (*) plus a $1000 escrow for maintenance. Note: Any remaining escrow will be returned to the applicant once the final City maintenance personnel costs have been determined. If it has been determined that the fees collected are not enough to cover the City maintenance personnel costs of the tournament, the applicant will be responsible to pay for these costs prior to the release of any damage deposit fee that has been collected for the tournament. Youth - $275.00 Field reservation fee is for the use of up to 2 fields for all youth organizations not affiliated with Andover youth (*) (to be considered an organization from Andover, a minimum of 51 % participation of Andover residents shall be required based on the previous year participation of the organization or association). A $800 escrow shall be required for maintenance for all organizations and/or associations. Note: Any remaining escrow will be returned to the applicant once the final City maintenance personnel costs have been determined. If it has been determined that the fees collected are not enough to cover the City maintenance personnel costs of the tournament, the applicant will be responsible to pay for these costs prior to the release of any damage deposit fee that has been collected for the tournament. For organizations affiliated with Andover Youth, the field reservation fee will be waived but the escrow is required. Note: (*) This Field reservation fee is used to secure the use of the field(s) and to pay for a City employee to maintain the facilities throughout the tournament (upkeep of trash bins, restrooms and building) including the maintenance of fields. If your organization schedules more than 2 fields, an additional $100 per field will be charged. If your organization uses more than the approved number of field(s), the organization will be charged double per field plus a 15% administration fee. Number of fields to be used Note: 1 day tournaments will be charged 75% of the field reservation fee. The field reservation fee includes the use of the chalker, chalk and batter's box during the duration of the tournament by the Tournament Director. Damage Deposit Fees (Check A or B) A. $500 Profit Organizations X B. $250 Non -Profit Organizations Park usage as follows: (Check fields requested to be used) Softball Fields Eveland Fields -North Field Eveland Fields -Middle Field Eveland Fields -South Field X Sunshine Park -Diamond No. 1 X Sunshine Park -Diamond No. 2 X Sunshine Park -Diamond No. 3 X Sunshine Park -Diamond No. 4 Sunshine Park -Diamond No. 5 Sunshine Park -Diamond No. 6 City Hall Park Complex #1 -Diamond No. 7 Baseball Fields Andover Station N. Ball Field Facility -West Field Andover Station N. Ball Field Facility -Middle Field Andover Station N. Ball Field Facility -East Field Hidden Creek North Park Pine Hills South Park Shadowbrook East Park -South Field Shadowbrook East Park -North Field Rose Park -South Field Rose Park -North Field SPECIAL REQUEST SECTION Check the following boxes if applicable. X If you need to use the Cushman, there will be a fee of $50.00 per day and $350 refundable damage deposit. It will be necessary to pay the necessary fees 1 week prior to the tournament. Training for the Cushman by the Public Works Department will be necessary prior to any use. List any special instructions necessary for the Public Works Department so arrangements can be made prior to the tournament. (Example: Include the location/distance of pitching rubbers and/or base locations.) All requests for tournaments must be submitted by Friday. January 5, 2018. The application will be considered by the Park & Recreation Commission at the third Thursday meeting in January. Any tournament application after that will be on a space available basis and must be submitted at least eight weeks prior to the tournament date. A penalty of 50 percent of the field reservation fee will be assessed for applications made less than eight weeks prior to the tournament date. All fees (including escrows if maintenance is being requested) must be submitted with the application no later than eight weeks prior to the tournament date. For any late application, the late fees (including escrows if maintenance is being requested) must also be submitted with the application, including the penalty fee. Late applications must be approved by the Park and Recreation Commission at least two weeks prior to the date of the tournament. The sequencing of scheduling will be considered with City Youth Associations having first priority. A $500.00 damage deposit fee (or $250.00 deposit fee for non-profit organizations) is due eight weeks before the tournament date. Any equipment damaged or lost or any damage to City property by renter will be deducted from deposit fee. The $500.00 (or the $250.00), less any money for damages, will be returned after inspection and final City maintenance personnel costs of the tournament have been determined by the Public Works Department. * If the tournament organization is requesting a Non -Intoxicating Liquor License, it will be necessary to request Attachment A. The City Council has adopted the following policy: "Field reservation fees and the required escrow for tournaments shall be paid no later than eight weeks prior to the tournament date. If the tournament is cancelled, the field reservation fee nor the Non -Intoxicating Liquor License Fee will be returned. In the event that another sponsor requests the use of the facilities after a tournament has been cancelled, the new sponsor must pay the full amount and the original sponsor will be refunded the total minus any administrative costs incurred by the City. Where tournament reservation fees are not required and a tournament is cancelled, the association or group is to notify the City in writing at least 14 days prior to the date of the tournament". If further information is needed, please contact the Parks Coordinator at (763) 755-5100. Application forms may be obtained from and returned to the City of Andover, Parks Coordinator, 1685 Crosstown Boulevard NW, Andover, MN 55304. * The City reserves the right to cancel or delay usage of the fields due to weather, field conditions, etc. • During the months of May & June, no more than three consecutive weekend tournaments in a row will be allowed. • Regulations, Violations and Penalties Regarding (City Code Title 8 Chapter 4) use and occupancy of city parks are available on the City of Andover's webpage at www.andovermn.gov NO METAL SPIKES (UNLESS APPROVED BY THE CITY) NO ALCOHOL 3/5/2018 DATE 3/6/2018 DATE Approved by City Council: 2/3/15 H/engineering/parks/application/softbal Itournamentappl. d oc TOURNAMENT DIRECTOR #1 (signature) �ue�,Lu�hr, TOURNAMENT DIRECTOR #2 (signature) 0 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrat David Berkowitz, Director of Publi r s/City Engineer'Zb3 FROM: Jason Law, Assistant City Engineer SUBJECT: Award Bid/18-02, 2018 Street Reconstruction, 18-11, 143rd Ave. NW Reconstruction & 18-08 2018 Curb, Sidewalk & Ped Ramp Repairs- Engineering DATE: April 3, 2018 INTRODUCTION The City Council is requested to accept bids and award the bid for Projects 18-02, 2018 Street Reconstruction, 18- 11, 143`d Avenue NW Reconstruction & 18-08, 2018 Curb, Sidewalk & Ped Ramp Repairs. The street reconstruction program is an effective and cost-efficient means of rehabilitating deteriorated roadways. This program allows the City to maintain a high-quality transportation system, while limiting on-going maintenance costs on the sections of roadway in most need of repair. The Curb, Sidewalk & Ped Ramp repair project replaces deteriorated infrastructure in the City and improves pedestrian curb ramps to meet ADA requirements. The project is to be awarded based upon the lowest responsible total bid. The bid opening was held on Tuesday, March 27, 2018. Please refer to the attached bid tabulation for a breakdown of bids and unit prices. The three lowest bids received are as follows: Contractor Total Bid Douglas -Kerr Underground, LLC $821,086.25 North Valley, Inc. $832,278.92 ASTECH Corp. $845,767.40 Engineer's Estimate $920,933.25 011J1161* llu•_1=611 Project 18-02 will be funded from the City's Road & Bridge Fund, with 25% of the total project costs assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy. Project 18-11 will be funded from the City's Road & Bridge Fund (reimbursed through Municipal State Aid Funds), with 25% of the total project costs for the improvements (based upon a standard street section) assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy. Water main will be funded by the City's Water Fund and water services will be a deferred assessment to be paid at time of requested hook up or sale of the property with no interest accrued. Project 18-08 will be funded through the City's Road & Bridge Fund. ACTION REQUIRED The City Council is requested to approve the resolution accepting bids and awarding the contract to Douglas -Kerr Underground, LLC in the amount of $821,086.25 for Projects 18-02, 2018 Street Reconstruction, 18-11, 143`d Avenue NW Reconstruction & 18-08, 2018 Curb, Sidewalk & Ped Ramp Repairs. Respectfully submitted, submitted, ,�,� Jason J.. L Law, P.E. Attachments: Resolution & Bid Tabulation CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE IMPROVEMENT OF PROJECT NOS. 18-2,2018 STREET RECONSTRUCTION & 18-11. 143RD AVENUE NW RECONSTRUCTION WHEREAS, pursuant to advertisement for bids as set out in Council Resolution No. -009-18 dated February 20 , 2018, bids were received, opened and tabul5ted according to law with results of the three lowest bidders as follows: Contractor Total Bid Douglas -Kerr Underground, LLC $821,086.25 North Valley, Inc. $832,278.92 ASTECH Corp. $845,767.40 Engineer's Estimate $920,933.25 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby accept the bids as shown to indicate Douglas -Kerr Underground LLC as being the apparent low bidder. BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter into a contract with Douglas -Kerr Underground LLC in the amount of $821,086.25 for construction of the improvements; and direct the City Clerk to return to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next two lowest bidders shall be retained until the contract has been executed and bond requirements met. MOTION seconded by Council member and adopted by the City Council at a regular meeting this 3rd day of April , 2018 , with Council members of the resolution, and Council members against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Julie Trude - Mayor Michelle Hartner — Deputy City Clerk voting in favor voting 2018 Street Reconstruction, 143rd Avenue NW Reconstruction (SAP 198-121-003), 2018 Curb & Ped Ramp Repairs (City Project 18.02, 18-11 & 18-08) BID TABULATION Bids Opened: 2.00 p.m.. Marts 27, 2018 at Andover City Hell bid. Corrected value included in bid tabulation. ENGINEERS ESTIMATE Douglas -Kerr Underground North Valley, Inc. ASTECH Corp. C&L Excavating, Inc. Kuechle Underground, Inc. Northdale Construction Co., Inc. Park Construction Co. C.S. McCrossan Construction, Inc. NOTES ITEM NO. DESCRIPTION UNIT EST. QUAN. UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 2021.501 Mobilaation LS 100 $50.000.00 $ 50,000.00 $32,1]300 S 32,173.00 $24,516.21 5 24,516.21 S17500.00 $ 1].500.00 528,0060 $ 28,00000 $9,00090 $ 9,000.00 $35.000.00 S 35,000.00 $65,500.00 S 65500.00 $45,000.00 $ 45,000.00 2 2101.507 GrubbingTREE 9 5150.0 S 1350.0 $175.0 S 7575.0 $106.82 $ 961.38 $375.0 $ 3375.0 $250.0 S 2250.0 $10.0 $ 90.0 5105.0 S 945.0 $1030 S 927.0 $750.0 S 1.350.0 3 2104.501 Remove Curb a Gutter LF 4885 $3.75 $ 18243.75 $4.30 S 20,919.50 S4.0 $ 19751.0 $3.0 S 14595.0 54.50 S 21892.50 $3.0 S 14,595.0 $3.0 S 14,50.0 54.65 S 22622.25 64.0 S 19,460.0 4 2104.501 Remove Sewer Pl Storm LF 440 $10.0 $ 440.0 $4.30 $ 1892.0 58.65 $ 3762.0 $8.80 $ 3872.0 S7.50 S 330.0 $5.0 $ 220.0 58.0 S 3,520.0 $17.50 S 770,0 $15.0 $ 660.0 5 2104.501 Remove Wood Edger LF 120 520.0 $ 240.0 $2.65 $ 318.0 $8.55 $ 1.026.0 54.48 $ 537.0 S].0 $ 840.0 $1.50 $ 180.0 $11.25 S 1350.0 $2.0 S 348.0 $13.0 $ 150.0 6 2104.501 Remove Water Main LF 15 $10.0 $ 150.00 $4.70 S 70.50 $8.55 $ 128.25 $8.0 $ 132.0 S7.50 $ 112.50 $11.0 $ 185.0 $10.0 S 150.0 $21.50 S 322.50 $32.0 $ 00.0 7 2104.50 Remove Gomel. Pavement SF 2]0 $1.25 $ 3375.0 $0.55 $ 1485.0 $1.55 $ 4.185.0 $0.65 $ 1755.0 $1.15 $ 3,105,0 $7.0 $ 2,70.0 $0.75 S 2.025.0 $1.46 S 3942.0 $1.0 $ 4.050.0 1 8 2104.50 Rem" Bituminous Pavement SF 520 $0.76 S 3.90.0 $0.25 $ 1300.0 0.78 $ 4056.0 $0.30 $ 1580.0 $1.50 $ 7,80.0 22 $0.50 $ 2600.0 $050 $ 260.0 $2.40 S 1240.0 $1.30 f 6.760.0 9 2104.50 Remove Drainage Structure EA 14 $60.0 S 8.40.0 $65.0 $ 1,10.0 $28].0 E 3,738.84 5275.0 $ 3.850.0 $20.0 E 3.50.0 $138.0 f 1946.0 5450.03 $ 630.42 $485.0 S 8,510.0 $40.0 S 5.60.0 10 210.509 Remove Cacti EA a $30.0 S 1.80.0 2132.0 $ 7W00 $133.53 E 01.18 5250.0 f 1.50.0 $70.0 E 60.0 $10.0 E 90.0 $10.0 $ 60.0 $1]0.0 $ 1,020.0 $10.0 f 1.00.0 11 2104.511 Sewi Concrete Pavement (Ful Depth) LF 20 $5.0 $ 1,00.0 $3.95 $ ]911.0 SI.Ot E 802.0 $3.0 f 70.0 54.75 f 90.0 $30 $ 60.0 $4.73 $ 946.0 53.75 S 750.0 55.0 f 1.120.0 12 2704.513 Sewi Bit Pavement Full th LF 1930 53.0 S 5.]0.0 $2.70 f 5211.0 $2.40 E 4,8320 52.0 f 3.860.0 22.0 t 3,860.0 $3.0 f 5]90.0 $2.49 $ 4805.70 5335 3 8985.0 $220 f 4,248.0 13 2104.523 Salva a Case EA 38 510.0 S 5.70.0 $10.0 $ 3,80.0 $133.53 $ 5.074.14 $125.0 $ 4.750.0 $20.0 $ 7.60.0 $1120 f 4 .0 $10.0 $ 5,70.0 $157.0 S 5.966.0 $170.0 $ 640.0 14 2104.523 Salvage Hydrant and Valve EA 2 $50.0 $ 1.600.0 $285.0 $ 50.0 $480.11 $ 961.42 $495.0 $ 990.0 $950.0 $ 1.00.0 $370.0 f 740.0 $750.0 f 1 50.0 $647.0 $ 1 294.0 51.50.0 $ 3.000.0 2 15 2104.02 Salva and Reinstall Mailbox EA 65 5105.0 5 5,775.0 $10.0 S 550.0 $10.82 $ 5,875.10 $108.50 S 5,967.50 $105.0 $ 5.775.0 $10.0 $ 5.500.0 S105.0 S 5,7!5.0 $10.0 f 5665.0 $120.0 S 6,60.0 3 16 2105.01 Common Excavation L CY 1,050 $12.0 S 12,60.0 $15.50 S 16.275.0 S15.29 $ 16,054.50 $15.0 S 16621.50 514.W S 14.70.0 $14.0 S 14,]0,0 $1525 $ 16,012.50 $24.10 $ 25305.0 S40.0 S 42,00.0 6 17 2105.507 8 rade Excavation L CY 80 $14.0 S 12W00 $16.50 $ 1410.0 $12.65 $ 10879.0 $16.75 S 1440.0 510.50 S 800.0 $12.0 S 10,320.0 S15.25 S 13115.0 524.10 $ 20726.0 571.0 S 9.40.0 4 18 2105.07 SalvagesReclaim Material - CY 2,470 $&0 S 19760.0 $9.25 S 22847.50 $11.33 $ 27985.10 $5.30 S 1301.0 $675 S 16,672.50 $9.0 S 22.230.0 $6.0 S 14.820.0 $10.30 $ 25441.0 $8.0 S 1970.0 19 2112.501 Su rade Pre aration-Roadie RS 61.5 $175.0 $ 10]62.50 $283.0 S 17404.50 $157.17 $ 9665.0 $225.0 $ 13837.0 $20.0 S 1230.0 $220.0 S 13,530.0 $20.0 S 12,30.0 5212.0 S 13038.0 5460.0 S 2820.0 7 20 2130.501 Wale, MOAL 125 $35.0 $ 4375.0 $48.00 $ 600.0 $26.71 $ 3338.75 $25.0 S 3125.0 $30.0 S 3750.0 $20.0 S 2,500.0 550.0 S 8250.0 $24.70 $ 3087.50 $35.001 S 4375.0 8 21 2211.501 Aggregate Base Class 5 TON 71 $18.0 $ t278100 $21.30 $ 1,512.30 $28.71 $ 1.896.41 $21.0 S 1491.0 $20.0 $ 1 4200 1 $28.0 S i 988.0 $22.471 S 1,595.37 $27.80 $ 1,973.80 $55.001 S 3.05.0 5 1 22 2211.607 Place Salva WReclaim Material CV CY 1,290 56.0 $ 10320.0 $11.25 5 14,5120 56.41 S 8.268.0 $3.50 $ 4515.0 1 $7.45 $ 8810,0 $8.0 S 10,320.0 56.0 S ]740.0 $4.95 S 8385.50 $6.301 S 8127.0 9 23 2211.07 Croshed Rock C CY 45 $65.0 S 2925.0 $39.0 $ 1755.0 $42.73 S 1,922.85 540.0 S 00 18. $45.0 $ 2,025.0 $45.0 $ 2,025.0 $58.81 $ 2,556.45 $93.0 S 4,225.0 $98.0 $ 4.4100 24 N ma 2215.501 Full De Reclamation BY 20,10 $1.0 5 20.10.0 0.75 S 15.075,0 $0.0 S 1800.0 0.0 S 16080.0 51.10 $ 221100 $1.30 $ MAMBO 52.46 $ 49448.0 $0.65 S 13,065.0 50.0 $ 19,20.0 25 2232.501 Mil Bituminous surface 1.5" SY ]30 $5.0 S 3.65000 $5.0 $ 360.0 54.13 S 3.014.0 55.0 S 3.650.0 $5.25 $ 3.832.50 $50 $ 3,60.0 $5.25 $ 3,832.0 $5.0 S 4,234.0 $5.0 $ 3.650.0 26 2357.502 Bituminous Malarial For Tack Coat Gel 1,10 $2.75 S 3.025.00 S5.0 S 550.0 $2.83 S 3.1130 $2.75 S 3.025.0 $5.25 $ 5775.0 $50 $ 550.0 $5.25 $ 5,n&W $1.0 S 190.0 55.0 $ 550.0 27 230.501 Type SP 9.5 Manogi Course Mix 2C TN 2,10 586.0 S 14380.0 SSCOD S 117,720.0 55979 S 130,34220 S64.50 S 140.610.0 $5675 $ 123715.0 $55.0 $ 119,900.0 165670 $ 123,606.0 $62.20 S 135,596.0 $54.0 S 117720.0 28 2360.501 TypeSP9.5YYeannq ourseMix(2B)-Dn~ays TN 150 5115.0 $ 11.90.0 5120.0 S 12.40.0 598.89 S 10.284.56 $121.0 S 12.584.0 $125.0 $ 13.00.0 $131.0 $ 13.624.0 $126.0 $ 131N.0 5133.0 S 13.832.0 5120.0 $ 1240.0 29 2360.501 Type SP 12.5 Vveanniq Course Mixture 2.0 TN 2,10 $64.0 $ 14010.0 557.0 S 124.830.0 557.79 S 126,50.10 $62.0 S 135.780.0 S0.0 S 131.40.0 $58.0 $ 127.020.0 $59.85 $ 131 071.0 00.30 S 132057.0 $57.0 $ 124.80.0 0 2360.505 Typos SP 9.584 Mixture fa Patein 2.8 TN 0 $110.0 $ 3.30.0 $120.0 $ 3600.0 $154.75 S 4,642.50 $165.0 S 4.950.0 $125.0 $ 3.70.0$120.00 $ 00 3.6. $126.0 $ 3.70.0 $113.0 $ 330.0 $120.0 5 3.6. 00 31 2451.07 Trench stabilization Material C CY 25 $50.0 $ 1.250.001 348.50 $ 1.212.501 542.73 S 1,0825 1 $44.0 S 1,10.0 $35.0 S 875.0 $450 S 1,1250 S0.0 S 1.50.0 $87.701 $ 2192.50 550.0 $ 1,250.0 32 2503.511 12" RC Pipe Sewer Des 306 Class V LF 330 $50.0 $ 16,50.00 536.25 $ 11.962.0 1 $37.39 $ 12,33870 1 $38.0 $ 12540.0 $38.0 S 12 540.0 $0.0 $ 19,80.0 541.24 $ 13.609.20 545.0 S 14 850.0 584.0 $ 21,120.0 33 2503.511 IY RC Npe Sewer Des 306 Class V LF 46 $55.0 $ 2,50.0 $39.75 $ 1,828.50 540.59 $ 1,867.14 $41.42 S 1,05.32 540.0 S 1840.0 $65'D01 S 290.0 S44.471 $ 2045.62 S47.50 S 2186.0 SSSDO $ 3,174.0 N 1 2503.511 18" RC Pgas Sewer Des 306 Class V LF 63 $65.0 $ 605.0 $54.85 S 3,455.55 $44.87 $ 2,826.81 $45.781 5 2,884.14 542.0 S 2 846.0 $68.0 S 4.284.0 547.72 S 3,006.W 551.0 5 3.213.00 572.0 $ 4.535.00 35 1 2503.02 lCormw to Existing Storm Saxer EA 12 $50.0 S 800.0 $53510 $ 6420.0 $293.77 S 3525.24 $30.0 $ 360.0 $90.0 S 1080.0 57200 S 1440.0 $5000 $ 800.00 $726.0 S 8712,0 $110.0 $ 1320.0 10 36 2503.02 Pi Joint Repair EA 2 $7000.0 $ 2000.00 $140.0 S 2.90.0 $480.71 $ 961.42 $495.0 $ 90.0 S1250.0 S 250.0 $65000 S 130.0 510]2.24 S 2144.48 S813.0 S 1826.0 $110.0 $ 220.0 37 2503.02 Install Sanitary,Case with lnflShisld EA 23 $50.0 $ 1150.00 $731.0 S 16,813.00 5587,53 $ 13513.19 $550.0 $ 12650.0 $325.0 $ 7475.0 $560.0 $ 1280.0 $822.50 S 18917.50 $582.0 $ 13386.0 $50.0 S 13670.0 11 38 2504.802 Irrigation Sstem Modifications EA 155 $0.0 E 12,40.0 565.0 E 10,0]5.0 $69.44 5 10763.20 $75.0 $ 11625.0 $10.0 $ 1560.0 $70.0 S 1080.0 $315.0 S 48825.0 $71.0 $ 11128.0 5710.0 S 17050.0 39 2504.602 Conni to existi 8" DIP Water Main EA 2 S 2,000.0 $ 4.00.00 $ 475.0 f 90.0 S 682.61 S 1,365.22 S ]03.0 $ 140.0 $ 1,250.01) $ 2 50.0 S 2 30.0 S 4 60.0 $ 1,027.70 $ 2 055.40 S 1 20.0 $ 2 520.0 S 1 20.0 S 2,400.00 40 2504.02 6"Gale Valva mW Box EA 3 S 1,800.0 S 4.80 .0 $ 1485.70 $ 4,457.10 S 1,446.40 S 4,339.20 S 1476.0 S 4428.0 $ 1315.0 $ 3.945.0 S 180.0 $ 540.0 $ 1.303.88 5 3911.0 S 1500.0 $ 450.0 S 150.0 S 4,500.0 41 2504.602 8"Gate Valve and Be. EA 6 S 200.0 f 12.000.0 $ 2474.55 S 14,847.0 S 1,921.77 S 1150.62 5 1.962.0 $ 11.772.0 $ 1.70.0 f 10.20.0 S 2.30.0 $ 13.80.0 $ 1,723.47 5 10340.82 $ 1.860.0 f 11,10.0 S 1900.0 $ 11.40.0 42 2504.02 1 -Curb Stopan Box EA 11 S 220.0 f 2420.0 S 658.0 S ]23&0 S 382.43 S 420.73 5 30.0 S 4.20.0 $ 30.0 $ 330.0 S 560.0 $ 6,10.0 $ 357.69 E 3.934.59 $ 50.0 $ 5,586.0 $ 610.0 S 6.710.0 43 2504.02 1"C ration Sl EA 11 S 10.0 5 170.0 S 507.0 $ 5577.0 $ 149.55 S 1.645.05 S 154.0 $ 1.684.0 S 3500 $ 3,850.0 $ 620.0 $ 6WD0 $ 384.86 $ 4011.26 $ 389.0 S 4279.0 S 40.0 $ 5.20,0 44 250.802 rant EA 31$ 300.0 $ 10,80.0 S 4,500.0 f 13.500.0 S 4.216.36 f 12649.08 S 4,302.0 S 12.908.0 $ 4,000.0 S 12.00.0 S 4.201) DO S 12800.0 S 3.608.70 $ 10826.10 S 4,210.0 $ 12630.0 $ 520.0 $ 15,60.0 45 250.803 6" Watemoun Oucele Iran CL 62 LF 40 $ 35.0 $ 1400.0 $ 0.95 $ 1238.0 $ 39.53 $ 1 581.20 $ 40.35 S 1614.0 S 40.0 S 1.60.0 $ 0.0 S 2.40.0 S 35.07 S 1.402.0 S 41.0 $ 1.640.0 $ SCOD S 210.0 46 2504.03 8" Watennain Ductile Iran CL 52 LF 1.090 $ 40.0 S 43,60.0 S 39.50 $ 43.055.0 S 43.0 $ 477Q SO $ 44.70 S 48.723.0 5 41.0 $ 4460.0 S 68.0 $ 74120.0 S 39.35 $ 42891.50 S 39.0 It 42.510.0 $ 52.0 f 56680.0 47 2504.03 1"T KCopperPi LF 30 $ 29.0 $ 10,15",0 $ 15.40 S 530.0 f 32.05 f 11217.50 $ 33.0 5 11550.0 S 16.0 $ 5.60.0 5 37.0 f 12,950.00 S 34.01 $ 11903.50 S 38.50 $ 13,475.0 S 47.0 f 1840.0 48 2604.04 4" Polystyrene Insulation SY 14 $ 35.0 $ 400 $ 36.25 S 507.50 $ 32.05 S 448.70 $ 33.0 S 462,0 $ 45.0 $ 630.0 S 33.0 S 462 0 S 35.03 S 40.42 S 20.40 f 295.0 $ 30.0 S 420.0 49 2504.608 Ductile lmn Fita s LBS 220 $ 4.0 $ 8,800.0 S 4.55 S 10.010.0 S 6.41 $ 14,102.0 $ 6.50 $ 14,300.0 $ 4.50 $ 9,900.0 S 70 S 15,40.0 S 7.29 5 18038.0 S 5.0 f 11000.0 $ 9.50 S 2090.0 50 250.516 CostingAssemblyEA 9 $750.0 $ 8750,0 $56100 S 5049.0 $694.36 $ 6249.24 $70.0 S 830.0 $450.0 $ 4050.0 540.0 S 3,60.0 $979.49 $ 5815.41 $859.0 $ 7731.0 $90.0 $ 8820.0 51 2506.521 Install CastingEA 34 S40.0 $ 1350.0 $170.0 S 5,70.0 540.71 S 16344.14 5300.0 $ 1020.0 $350.0 $ 1190.0 $310.0 $ 10,540.0 $822.50 $ 2]911 588.0 $ 2992.0 $520.0 S 17,680.0 52 2506.602 Construct Dreica eStructure T 405-48- Dia. EA 8 $3,800.0 $ 040.0 $1920.0 S 15,360.0 $1783.97 S 14271]8 $1,820.0 $ 14580.0 $2175.0 S 1]40.0 $230.0 $ 1840.0 $164B44 $ 13187.52 $2420.0 $ 19380.0 S2,300.0 S 18,40.0 53 250.02 Construct DrainageSWcture T 405-610- Dia. EA 1 $5,50.00 $ 550.0 $320.0 S 320.0 $260.76 $ 2680.78 $2920.0 S 2920.0 5310.0 $ 3,10.0 $360.0 $ 360.0 S2440.72 $ 2440.72 53710.0 S 3710.0 $3,80.0 S 3,6000 54 250.02 Construct DrainageStructure T 407.48"Dia. EA 1 $3,80.0 $ 380.0 $2325.0 $ 2325.0 $2,32878 S 2328.78 $2375.0 $ 237&0 $270.0 $ 270.0 $260.0 $ 260.0 $2,255.49 $ 2255.49 $2570.0 E 2570.0 $2.70.0 $ 2,70.0 55 250.02 Conatmct Drains eSUuclure.T 420-2XY EA 1 $3,D00.0 S 300.0 51494.0 S 1,494.0 $1,11097 S 1.11097 $1133.0 $ 1133.50 57950.0 $ 1950.0 5190.0 $ 100.0 $997.73 $ 987.73 $1640.0 $ 16400 57,20.0 $ 120.0 58 250602 Construct Drainage Structure. T421-48"Dia. EA 4 5380.0 S 1520.0 $1.720.0 $ 880.0 $1.671.801 S 668720 $1.70.0 $ 6.824.001 $2.175.0 It 870DD 1 $280.0 $ 11.20.0 $1252.50 S 5010.0 $2 .0 $ 9.10.0 52,20.0 S 8,80.0 57 250603 Jet Clean and Televisa Storm Sewer LF 4901 S60 S 2940.0 $205 S 1,004.50 $2.67 S 1,30.0 $2.75 S 1.347.50 52.50 S 1,225.0 $20 $ 90.0 $9.19 S 4603.10 58.95 $ 4.385.50 210.0 S 4,90.0 Be 2521.501 4r concrete Walk SF 785 $&W $ 0280.0 64.0 $ 3140.0 $4.22 $ 3,312.70 56.30 $ 4,945.0 $425 S 3,336.25 54.50 $ 3532.0 $5.15 S 4.042.75 $4.45 3 3,40.25 0.0 S 5,181.0 59 2521618 16' Concrete Walk SF 14e0 $12.0 $ 17.28&0 $9.95 It 14.328.0 $10.0 $ 15307.20 $14.13 $ 2034].20 5720 $ 10.368.0 511.0 $ 15,840.0 $11.45 $ 16.488.0 $7.35 $ 10,584.0 $14.0 $ 2010.0 12 0 2531.501 Canasta Curb and Gutter Design B61 8-Machire LF 2,701 $13.0 S 35.113.0 $16.0 $ 43.216.0 $15.49 $ 41,83&49 $13.34 S 36.031.34 $17.0 S 45.917.0 $15.0 $ 40,515.0 $15.23 S 41.136.23 $16.0 $ 44.836.0 $14.0 $ 37,614.0 12 61 2531.501 Concrete Curb and Gutter Design B61 8 -Hand Poses LF 964 516.0 $ 15424.0 $20.0 $ 19.20.0 $20.30 $ 19569.20 $2].0 S 260280 $19,50 S 18.70.0 519.0 5 18,316.0 $19.95 S 19231.0 $18.0 5 18,219.0 $27.0 $ 26.028.0 62 2531.501 Concrete Curb and Gufiet DesignSunnountable LF 1.20 514.0 $ 1880.0 $15.0 S 18.00.0 $15.22 $ 18264.0 $20.87 S 25,044.0 $19.0 S 22.80.0 115.0 S 18.00.0 $14.98 S 17.952.0 $18.40 S 2200.0 $21.0 $ 25,20.0 &3 2531602 Clean and Patch Conc. Cu,b and Gutter Joint EA 30 535.0 $ 10.500.0 $10.0 $ 300.0 $10.68 $ 3,204.0 $22.78 S 68340 WIND $ 14,40.0 510.0 $ 3,000.0 $10.50 $ 3,150.0 WAD S 1380.0 $24.0 $ 720.0 64 2531.60 WConaete Valle Gutter BY 40 S70.0 $ 2,80.0 $10.0 $ 400.0 $105.76 $ 4,230.40 $74.93 $ 2,99720 $75.0 $ 3,000.0 $10.0 $ 4.2400 $103.95 S 4,158.00 $72.0 $ 2,916.0 $78.0 $ 3120.0 65 2531.618 6" Concrete Drivewa Pavement SF 240 55.50 $ 13530.0 0.0 $ 14,70.0 $6.41 S 15,768.0 $6.19 E 15227.40 $6.35 $ 15,621.0 $7.10 S 17,466.0 $7.30 $ 17,958.0 $6.50 $ 15,990.0 $6.60 S 18,236.0 66 2531.618 Truncated Domes SF 64 $65.00 $ 410.0 $0.0 $ 38400 564.09 $ 4,101]6 $54.50 $ 3488.0 $55.00 $ 3.520.00 $65.0 S 4,10.0 $63.0 $ 4032.0 $53.0 $ 3443.20 $48.0 S 3,072.0 67 2563.01 Traffic Control LS 1.0 $10,01M $ 10,000.00 $4.000.00 $ 4,00.0 $4,272.98 S 4272,98 54 70.0 $ 4,700.00 54.000.00 $ 4 00.00 $5,001[)M $ 5,000.00 64 20.0 $ 4,200.00 $410.0 $ 4.10D.00 $10,000. S 10,000.00 68 2573.502 Silt Fence, Type HI LF 40 $2.0 $ 80.0 $3.0 $ 1.200.001 53.20 S 1280.0 1 $5.0 E 200.0 $3.25 $ 1.30.00 $3.0 $ 120.0 $3.15 $ 120.0 $3.10 $ 1240.0 $3.50 S 140.0 69 2573.530 Storm Drain Inlet Protection EA 1 19 $1300 $ 2470.0 $117.0 $ 2,10.0 $133.53 $ 253707 $225.0 $ 4.275.001 $150.0 $ 2850.0 1 $220.0 $ 410.0 $10.0 $ 2.850.0 $124.0 $ 2356.0 $20.0 S 380.0 70 2573.602 Sediment Control Banner EA 23 $110.0 $ 2530.0 $10.0 $ 230,0 $133.53 S 307119 310.0 S 230.0 520.0 $ 460.00 $10.0 $ 340.0 $150.0 5 3,450.0 $168.0 $ 3864.0 $20.0 S 4600.0 71 1 2574.525 Common Tossed Bartow L CY 670 521.0 $ 14.070.0 $15.0 $ 10,050.0 $16.02 S 10.733.40 525.0 S 16.750.0 1 $20.0 $ 1340.0 $24.0 $ 16080.0 $18.0 $ 12663.0 $18.50 It 12395.0 S38.0 It 2540.0 722575.05 Soddi T Lawn BY 2880 S6.0 S 15,960.0 $7.0 S 18620.0 57.48 It 1980.0 $6.25 S 18825.0 57.35 S 19.551.0 $7.0 S 18.820.0 $7.35 $ 18551.0 $7.20 $ 10152.0 $8.50 $ 22610.0 13 73 2575.523 Erospn Control Blanket Category 3 lNiflural Notting) BY 20 $2.50 S 50.0 $30 S 600.0 $3.20 S 640.0 $2.10 S 420.0 $3.25 S 650.0 $3.0 S 60.0 53.15 S 60.0 53.10 f 620.0 $4.50 S 90.0 74 2582.502 4' Solid Line Paint LF 2.420 $DW $ 484.0 SD25 S 05.0 $0.26 $ 629.20 $0.26M 629.20 $0.27 $ MAD $0.24 S 50.0 0.25 E 05.0 $0.25 S 05.0 $0.62 S 1,500.40 75 2582.502 4" Double Solid Line Paint LF 970 $0.40 $ 388.0 50.50 S 485.0 $0.51 $ 49470 $0.52 $ 504.40 $0.50 $ 485.0 $D48 $ 465.0 50.50 5 485.0 $0.49 $ 475.30 $1.30 S 1,261.0 76 2582.518 w Cmssalk Paint SF 28 $50 5 140.0 $4.50 $ 126.0 34.81 S 13468 $045 S 120 S475 $ 133.054.50 $ 126.0 $29.40 $ 523.20 5460 S 128.0 5120 S 336.0 Total Estimated Sheet Reconshucdon Cost $ 820,933.26 1 $ 821,086.25 $ 032,278.92 S 845,76740 1 $ 853,374.16 $ 879,641.0 1 It 834,611.68 1 f 844,684.0 $ 1,021,647.40 bid. Corrected value included in bid tabulation. 1 ', i �w A C I T Y 0 F 6 t;� 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrato David Berkowitz, Director of Pu lie orks / City Engineer�3 FROM: Jason Law, Assistant City Engineer SUBJECT: Award Bid/18-03,2018 Crack Sealing/18-04,2018 Seal Coating/18-07,2018 Trail Maintenance/18-10,2018 Parking Lot Maintenance - Engineering DATE: April 3, 2018 INTRODUCTION The City Council is requested to receive bids and award the contract for Projects 18-03, 2018 Crack Sealing/18-04, 2018 Seal Coating/18-07, 2018 Trail Maintenance/18-10, 2018 Parking Lot Maintenance DISCUSSION The projects identified above are important maintenance projects to prolong the life of the pavement infrastructure throughout the City which includes roads, parking lots and trails. The City of Coon Rapids prepared the final plans and specifications and administered the bid opening (which was held March 16, 2018) through the previously approved Joint Powers Agreement. The contractors listed in the following table submitted the lowest bids for the projects (Andover's portion of the project identified). For a complete bid tabulation of all contractor's bids, refer to the attachments. Contractor Andover's Portion Fahrner Asphalt Sealers (C.P. 18-03) $186,717.00 Pearson Brothers, Inc. (C.P. 18-04) $366,807.60 Allied Blacktop Co. (C.P. 18-07) $28,776.00 Allied Blacktop Co. C.P. 18-10 $15,840.00 Total $598,140.60 Estimate Identified in the City's CIP $953,000.00 BUDGETIMPACT These projects have been identified in the City's 2018-2022 Capital Improvement Plan and will be funded by the following funding sources: Road & Bridge Funds, Construction Seal Coat Fund, and Capital Equipment Reserve. ACTION REQUIRED The City Council is requested to receive bids and award the contracts for Projects 18-03, 2018 Crack Sealing/l8-04, 2018 Seal Coating/18-07, 2018 Trail Maintenance/ and 18-10, 2018 Parking Lot Maintenance to Fahrner Asphalt Sealers, Pearson Brother, Inc. and Allied Blacktop Company. pectfully submitted, Jason J. Law P.E. Attachments' ResolutioSummary of Bids & Andover's Portion Bid Tab CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. -18 MOTION by Council member to adopt the following: A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE IMPROVEMENT OF PROJECT NOS. 18-03, 2018 CRACK SEALING/18-04, 2018 SEAL COATING/17-08, 2018 TRAIL MAINTENANCE/18-10, 2018 PARKING LOT MAINTENANCE. WHEREAS, pursuant to the Joint Powers Agreement with Coon Rapids, bids were received, opened and tabulated according to law on March 16, 2018 at Coon Rapids City Hall with the low bidder results as follows: Contractor Andover's Portion Fahrner Asphalt Sealers (C. P. 18-03) $186,717.00 Pearson Brothers, Inc. (C.P. 18-04) $366,807.60 Allied Blacktop Co. (C.P. 18-07) $28,776.00 Allied Blacktop Co. (C.P. 18-10) $15,840.00 Total $598,140.60 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby accept the bids as shown to indicate the above listed contractors as being the apparent low bidders for their respected projects. BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter into a contract with Fahrner Asphalt Sealers, Pearson Brothers, Inc. and Allied Blacktop Company in the amount of $598,140.60 respectfully for construction of the improvements; and direct the City of Coon Rapids to proceed with the project as specified in the project specifications. MOTION seconded by Council member and adopted by the City Council at a regular meeting this 3rd day of April , 2018, with Council members of the resolution, and Council members against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Julie Trude - Mayor Michelle Hartner — Deputy City Clerk voting in favor voting 2018 CRACK SEAL (C.P. 1"3) Bids opened March 16, 2018 at 10:00 am at City of Coon Rapids 9n19 Crank Seallnn fr. P. 19-031 Pay Item Est. Units Engineers Quan Estimate Fahmer AsphaltAllied Sealers Blacktop Northwest Asphalt ASTECN F&I Street Route & Seal Crack Sealin 5,100 LF $ 0.72 $ 3,672.00 $ 0.35 $ 1,785.00 $0.70 $ 3.570.00 $DS51 $ 3,315.00 $0.72 $ 3,672.00 F&I Street Blow & Go Crack Sealing I 560,400 LF 1 $ 0.52 1 $ 291,408.00 1 $ 0.33 1 $ 184,932.00 1 $0.40 $ 224,160.00 1 $0.48 $ 268,992.00 $0.57 $ 319,428.00 Total 1 $ 296,080.00 1 $ 186,717.00 1 $ 227,730.00 1 $ 272,307.00 $ 323,100.00 2018 SEAL COAT PROJECT (C.P. 18-04) Bids opened March 16, 2018 at 10:00 am at City of Coon Rapids Item Est. Quan Units Engineer's Estimate Pearson Bros. Allied Blacktop ASTECH FA -1 1/8" Dresser Trap Rock 301,620 SY $ 0.95 $ 286,539.00 $ 0.88 $ 265,425.60 $1.13 $ 340,830.60 $0.97 $ 292,571.40 FogSeal Oil 2,500 GAL $ 2.25 $ 5,625.00 $ 2.50 $ 6,250.00 $5.00 $ 12,500.00 $4.00 $ 10 000.00 CRS -2 Seal Coat Oil 84,100 GAL $ 1.55 $ 130,355.00 $ 1.11 $ 93,351.00 $0.48 $ 40,368.00 $1.95 $ 163,995.00 CRS -2P Seal Coat Oil 1,300 GAL $ 2.00 $ 2,600.00 $ 1.37 $ 1,781.00 $0.71 $ 923.00 $2.35 $ 3,055.00 Total $ 425,119.00 $ 366,807.60 $ 394,621.60 $ 469,621.40 Price / SY Total $ 1.41 $ 1.22 $ 1.31 $ 1.56 Bid Tabulation 2018 Trail Maintenance (City Project 18-07) & 2018 Parking Lot Maintenance (City Project 18-10) Bids opened March 16, 2018 at 10:00 am at City of Coon Rapids RATI P,oiert IR -117 T,.il ENGINEER'S ESTIMATE Allied Blacktop Co. ASTECH Pearson Brothers *O, i"1110, , 1i RIPTIIN DESCRIPTION I T. ION,' 1� — - ': in n ES 'A U it, 61 Mmi qufii r jq 14m 1 4�W' W I F&I Trail Fog Sealing Gal 6,5401 $5.501 $35,970.00 1 21.� .00 $39,240.00 �2 �6 N21 12 $9.001 $58.86UO 1 F&I Parking Lot Fog Sealing I Gal 3,6001 $5.501 $1980000 ii��4021 00 1�620.00 $8.001 $28.800.00 Total Total 10,140 $55.770.00 $44,616.00 $60,840.00 $87.660.00 P,oiert IR -117 T,.il D—r-1 MIn P—W— I nt ENGINEER'S ESTIMATE ENGINEER'S ESTIMATE Allied Blacktop Co. ASTECH Pearson Brothers 111-11rYT-,m!r1-.V�;7,7 DESCRIPTION ES 'A U it, 61 Mmi qufii r jq 14m 1 4�W' nce 'I, . , b 1 F&I Trail Fog Seali ng Gal 6,54DI $4.401 $28,776.001 $6001 $39,240.001 $9.001 $58,860.00 $8.001 $28.800.00 Total 6,540 $35,970.001 $28,776.001 $39,240.001 $15,840.001 $21,600.001 $58,860a001 D—r-1 MIn P—W— I nt ENGINEER'S ESTIMATE Allied Blacktop Co. ASTECH Pearson Brothers 711TEM I; 111-11rYT-,m!r1-.V�;7,7 DESCRIPTION 1! 14m 1 4�W' nce 'I, . , b 1 IF&I Parking Lot Fog Sealing Gal 3.6001 $5.50 $19.800.001 $4.401 $15.840.00 $6.001 $21,600.001 $8.001 $28.800.00 Total 3,600 $19.800.001 $15,840.001 $21,600.001 $28.800m00 CNw OF COM FU Pros -BID TABULATION MAINTENANCE PROGRAM -PRDhCT IBA SMCOAMG. PAVEMENT IM0.KING5, CRACK SEALING AND FW SEALING BIO OPENING..0 16. 3018. IOW AAS PFg0.50X 0A. -I.- SIR IW ESAlOT Fp]fpIERSINCL] pLLILOMDOHYTOP )ECXNOLWS ESCORP. ORIXWESTASPMgLT MSTUPIN46E0.VICE WARNIN411Tc3 DESCRIPTION OTY UNIT PR E TOTAL UNIT PRICE VHI) PRICE UNIT 0.CE TOTAL UNIT TOTAL UNR TOTAL TOTAL UNIT PRKE TOTAL WREOATE O.SSE0.TYP ROCK qSE ON ie1 FA3 AG4PE6ATE FM FAA IMm SY SV NOBIb ]9 089 Ra5920a ICM]) OW OQ] l09 1.13 m]654M OBS 09) NB3MW W OW OW OW TOTAL DRESSER TRAP ROCK 1l)b]60 1]3]@35 I53)pil 6 Im61.. A. KY66 0l5 089 ]P9.15]LO 810433 OR OW OCO OCO 16 6]111960 10991f8.33 ]]ObIID 9>09b.L4 O.W OOJ OG] y)33 ISIDSW.1] 1)SS UI.M __. 3 IL F61CR33pSOELLCOAL0IL e1CR53PPOLYMERMOD 4 AL AN,16180A 33%16 1 t]) 3<]99.4 .1 ST.. OL0 OW 0OJ 00] OM 0]I ZY.]2 111 W,Bi ffi ]A N563)39 NOZP.i] 0W OW OW OW OTALSEALCOPTgL WIOI 119A 0158m.]0 J F045EALOIL 161 iW SFPLORPERSPEC GAL 38W 3W e.3S.W A U,SOJ I35W.W ♦W OCO OW OOJ OTALFW6EAL06 21.IONJW - iplBID SCHEDULE NO. 1 pSE BID WA .MB]B WA TOTALB0SCHEOULEH0.1 ALTERNATE BUJ 23NN Wp_NN, Hlp dp. ..:.. 311.YRKINOS iREE15YM00L3 3 FOTAL i... tip. OW AW 93.50 IIUSW 8963 `A 0.03 003 OW OW _ _ _ _OW OW OW OW RW 16W IE 5.95 3S.W IB)5 BIO SCHEBVLCH0. 3 1)6838.10 WA WA 336806.4 1 �IOTRLLLMUf{ALAL CRACK84UN0 - ] LI STRlli 6lOW40CMCN B[A0NO ] gIT_R.OUTie SALCPACN 6CAl1N0_ AS.1RARBlOW 6OO CPACN SFALM6 LF LF U, LF b36>66 Sl.rOW _ OW OW OON Ow OW OM 4 050 ICAO, 3108Y.R 0)0 C] .1. I]] eD ES 353.W 0)3 5] 1W 1]I ]V.W AO -SA OR 118.,. Y 424 ) OBO 0.03 OW OW OM OOJ 0.03 CXEWLE.0.1 WA WA 3]6,511.83 >B]W.NI Fe1STREETFOGIU.. ) 61Trylll FOp BFAMHO 3 IN PARKING L0T FOG6EAUNG GAL L GAL 93n 10815 TINS toW 9x 6tl.0] 9)3)54 63.IAp3 oW O.W O.W oW OW 0.. a)s 4 SO3B "AL'Ps L.M IE6.W SW 6f.s93.W <6593.W oW 0. OW oW OW OWWMA aoo 0J OOJ TOTALBINICHEDULENO.4 353]BS.W WA WA 135.W.36 18)1]LW WA ASA MP0.YOF 093 TOTAL OAPXO BASE BID - 9 NIA 1.)]I.W.i3 3.110.059]8 WA NJA TOTAL OAPNG ALTBANAM1.)55.105.0 1.091.]38.03 WA Hlq Wq M\W(INGS f0 3J6AY.16 CRACK SEALN4 WA A -m HbS >BJ W].60 636 ] FOOSEALMG M 3 WA WA _ PM - WA HYWITEDCELLS INpGq]E LORREC HON ]O SCHEDVLEOF &D PRICES SVBAO]]ED DYOICO£R 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members %`J CC: Jim Dickinson, City Administrator FROM: David D. Berkowitz, Director of Pu orks/City Engineer SUBJECT: Approve Change Order #2/12-23/Woodland Creek Wetland Bank - Engineering DATE: April 3, 2018 INTRODUCTION The City Council is requested to approve Change Order #2 for Project 12-23, Woodland Creek Wetland Bank. b DISCUSSION Construction is near completion for the Woodland Creek Wetland Restoration project except for some grading clean up that is required due to the construction of the boardwalk. The site will be closed for 2018 to allow the vegetation to grow and to allow the Board of Water and Soil Resources (BWSR) to conduct vegetation management. As you are aware BWSR is the agency overseeing and ultimately responsible for the construction and establishment of the wetland restoration bank of the old Woodland Creek Golf Course. They approved refuse pickup and disposal of material left on the site when it was a golf course. BUDGETIMPACT The City is the pass-through agency for this project in which BWSR reimburses the City for the construction and construction administration. The original contract was $206,482.00. Change Order #1 changed the contract to $220,882.00. Now with Change Order #2 the final contract amount is $225,862.00. ACTION The City Council is requested to approve the attached resolution for Change Order #2 for Project 12-23 Woodland Creek Wetland Bank. Respectfully submitted, David D. Berkowitz, P.E. Attach: Resolution & Change Order # CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING CHANGE ORDER #2 TO PROJECT NO. 12-23, WOODLAND CREEK WETLAND BANK. WHEREAS, the City of Andover has a contract for Project No. 12-23, Woodland Creek Wetland Bank with Matt Bullock Contracting Co. Inc. of St. Michael, MN . NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve the change order #1 to Project No. 12-23. Adopted by the City Council of the City of Andover this 3m h day of April 2018. CITY OF ANDOVER ATTEST: Julie Trude - Mayor Michelle Hartner — Deputy City Clerk CHANGE ORDER FORM #2 PROJECr NAME: PROJECT NUMBER: Woodland Creek Wetland Bank 2013-001 CONTRACTOR NAME: - COUNTY: Matt Bullock Contracting Co. Inc Anoka ITEM DESCRIPTION OF BID ITEM" ' ` QUANTRIES UNR UNITPRICE LOST -' - NET NO. AS BID -FINAL ::CHAN F. -. ADJUSTMENT- ITEM NO. r.DESCRIPTION-.OF SUPPLEMENTAL ITEM' QUANTITY UNIT UNITPRICE COST. 13 Refuse Pickup and Disposal 1.00 L.S $4,980.00 $4,980.00 (attach additional sheets os necessoryJ Total Cost of Change(s) s 4,980.00 Original Project Bid Cost $ 205,982.OU Previous Approved Changes (Total Cost of Previous Change(s)) $ 14,800.00 Revised Project Cost $ 225;862.00 E%PLANATIONOF CHANGES'-. Contractor logged excess hours for Cleaning of debris on site, also was required to order additional dumpsters for debris removal. CHANGE ORDER CERTIFICATION I have reviewed the q nd/or unitprice changesshown above ondogree Icerthhe that rhove reviewed the quoetityond/or uni[prim changes ehovm above with the chanss./"�✓ � .-_fir__________ and approve the changes. _______ __ -'--- y� �' C CTOft SIGNAN DATE ___. _-_�S. ENGINEER or ENGINEER' ATNE SIGNATURE DATE Fonn Data - October 27, 2014 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members CC: Jim Dickinson, City Administrator FROM: Lee Brezinka, Finance Manager SUBJECT: Accept Donation / Advanced First -Aid, Inc. / AED DATE: April 3, 2018 0 INTRODUCTION This item is in regards to approving a resolution accepting a donation made by Advanced First -Aid, Inc. in recognition of Maddie Rooney of an automated external defibrillator (AED). DISCUSSION Advanced First -Aid, Inc. has made a donation of an AED. ACTION REQUIRED The City Council is requested to approve the resolution accepting the donation. Respectfully submitted, Lee Brezinka Attachments: Resolution CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING A DONATION MADE TO THE CITY OF ANDOVER OF AN AED. WHEREAS, any donations that are to be made to the City of Andover must be accepted by the City Council; and WHEREAS, the donation from Advanced First -Aid, Inc. made in recognition of Maddie Rooney of an AED. NOW, THEREFORE BE IT RESOLVED by the City Council to hereby accept the donation of an AED. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 3rd day of April 2018, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Julie Trude - Mayor Michelle Hartner - Deputy City Clerk 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 Approve 2019 Budget Development Guidelines April 3, 2018 INTRODUCTION City Administration and Finance are starting to focus on the 2019 Annual Operating Budget Development process and is looking to the City Council to establish the Council's guidelines for the preparation of the 2019 Annual Operating Budget. DISCUSSION The following are suggested 2019 Budget Development guidelines that were reviewed by the Council at the March 27th workshop meeting: 1) A commitment to a City Tax Capacity Rate to meet the needs of the organization and positioning the City for long-term competitiveness using sustainable revenue sources and operational efficiencies. 2) A fiscal goal that works toward establishing the General Fund balance for working capital at no less than 45% of planned 2019 General Fund expenditures and the preservation of emergency fund balances (snow emergency, public safety, facility management & information technology) through targeting revenue enhancements or expenditure limitations in the 2018 adopted General Fund budget. 3) A commitment to limit the 2019 debt levy to no more than 25% of the gross tax levy and a commitment to a detailed city debt analysis to take advantage of alternative financing consistent with the City's adopted Debt Policy. 4) A comprehensive review of the condition of capital equipment to ensure that the most cost- effective replacement schedule is followed. Equipment will be replaced based on a cost benefit analysis rather than a year -based replacement schedule. 5) The use of long-term financial models that identify anticipated trends in community growth and financial resources that will help designate appropriate capital resources for future City needs. The financial models will be used in the budget planning process to ensure that key short-term fiscal targets are in line with long-term fiscal projections. 6) Continued commitment to strategic planning targeted toward meeting immediate and long- term operational, staffing, infrastructure and facility needs. 7) A management philosophy that actively supports the funding and implementation of Council policies and goals, and a commitment to being responsive to changing community conditions, concerns, and demands, and to do so in a cost-effective manner. ACTION REQUESTED The Council is requested to approve the proposed 2019 Budget Development Guidelines for developing the 2019 Annual Budget. 7itted, 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 SUBJECT: Approve City Code Amendments DATE: April 3, 2018 INTRODUCTION City Code amendments. DISCUSSION At the March 20, 2018 Council meeting an amendment to City Code Title 12 was approved, changing "church" to religious institution" throughout Title 12. This amendment will reference the change throughout the entire City Code. The approval of the City Code is a policy decision by the City Council. ACTION REQUIRED [d The City Council is requested to approve City Code amendments regarding the changes to religious institutions throughout the code and the ordinance summary for publication. Respectfully submitted, t Michelle Harmer Deputy City Clerk Attach: Proposed Ordinance Ordinance Summary for Publication CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. XXX THE CITY COUNCIL OF THE CITY OF ANDOVER DOES HEREBY ORDAIN AS FOLLOWS: CITY CODE TITLE 1: ADMINISTRATION CHAPTER 7 REVENUE AND FINANCE SECTION 1-7-3: PERMIT FEES, SERVICE CHARGES, AND PENALTIES: Storm Water Storm Water Utility Fee: Zoning Category Monthl Quarterl Single Family Urban $3.44 $10.31 Single Family Rural, Estates, Suburban &Farmstead $3.44 $10.31 N/A N/A Manufactured Housing $7.57 $22.72 Multiple Dwelling (per acre) Business, Commercial Industrial & Public (per acre) N/A $43.84 Developed Parks (per unit) N/A $10.31 Elementary & Middle Schools (per N/A $20.63 acre) N/A $20.63 High Schools (per acre) N/A $20.63 rti�^h^• Religious Institutions (per N/A N/A acre) Undeveloped Open Space 18% annually Penalty/Late Payment �rrr�xc�:i��yl�i��y_����rl�y��y�:�xeimr_�r�•�� CHAPTER 1: LIQUOR CONTROL SECTION 3-1-2: DEFINITIONS: INSTITUTION: A building, together with its accessory buildings and uses, where persons regularly assemble for religious worship and which building, together with its accessory buildings and uses, is maintained and controlled by a religious body organized to sustain public worship. CHAPTER 1A: 3.2 PERCENT MALT LIQUOR SECTION 3-1A-2: INELIGIBILITY FOR LICENSE: A. On -Sale License; Locations Prohibited: No on -sale license shall be granted for any place within four hundred feet (400') of any public or private school nor within four hundred feet (400') of any Ghersh religious institution, the measurement being from building corner to building corner. This restriction shall not apply to nhi imhes religious institutions or schools located in the Limited Business, Neighborhood Business, General Business, or Industrial Zoning Districts. (Ord. 301, 10-5-2004; Amended Ord. 404, 1-18-11) CHAPTER 1B: INTOXICATING LIQUOR SECTION 3-113-2: ELIGIBILITY AND INELIGIBILITY FOR LICENSE: F. No license shall be granted for any place located within four hundred feet (400') of any public or private school nor within four hundred feet (400') of any GhufG#religious institution, the measurement being from building corner to building corner. This restriction shall not apply to Gharehes religious institutions or schools located in the Limited Business, Neighborhood Business, General Business or Industrial Zoning Districts. (Ord. 301, 10-5-2004; Amended Ord. 404 1-18-11) CHAPTER 5: TRANSIENT MERCHANTS, PEDDLERS, SOLICITORS AND CANVASSERS SECTION 3-5-1: DEFINITIONS: TEMPORARY RETAIL FOOD ESTABLISHMENT: A retail food establishment that operates at a fixed location for a temporary period of time in connection with a fair, carnival, circus, public exhibition or similar transitory gathering, including nharrh religious institution suppers, picnics or similar organizational meetings, mobile food establishments, and agricultural markets. TITLE 5 POLICE REGULATIONS CHAPTER 5: HOME AND BUSINESS ALARM SYSTEMS SECTION 5-6-2: NOISES PROHIBITED: Adjacent To Schools, Eharshes-Religious Institutions And Hospitals: No person shall create any excessive noise on a street, alley, or public grounds adjacent to any school, institution of learning, shursh religious institution, or hospital when the noise unreasonably interferes with the working of the institution or disturbs or unduly annoys its occupants or residents and when conspicuous signs indicate the presence of such institution. (Amended Ord. 230, 6-17- 1997) SECTION 5-6-3: HOURLY RESTRICTIONS ON CERTAIN OPERATIONS': B. Other Permitted Activities: 1. The following acts or noises are permitted between the hours of ten o'clock (10:00) P.M. and seven o'clock (7:00) A.M. daily: a. Equipment used in connection with special events or activities which are authorized, sponsored, permitted or approved in the city by the City Council, so long as the activity is conducted pursuant to the conditions of the license, permit or contract authorizing such activity. b. G#, -rnh Religious Institution bells, chimes or carillons, school bells, or emergency civil defense warning signals. c. Antitheft devices. d. Machines or devices for the production of sound on or in authorized emergency vehicles. I See also subsection 12-14-11A3 of this code, hours restricted for loading and unloading materials near residential districts. rrrr� leir�is7n►ce�owl MICIMMAN 9to] 0169 CHAPTER 12: ANTENNAS AND TOWERS SECTION 9-12-5: ZONING DISTRICT REGULATIONS: A. Residential Zoning Districts: 1. Towers supporting antennas and conforming to all applicable provisions of this chapter may be allowed only in the following residentially zoned locations: (Ord. 270, 12-5-2000; amd. 2003 Code) a. Oharph Religious Institution sites, when camouflaged; b. Public land, including City water towers, schools, and publicly - purchased parks when the City Council determines that the tower will not adversely affect the use of the park or neighboring properties; (Ord. 364, 2-19-2008) TITLE 10 WATER AND SEWER CHAPTER 5: STORM WATER MANAGEMENT SECTION 10-5-4: STORM WATER DRAINAGE FEE: A storm water drainage fee for each parcel of land within each category shall be as follows: Land Use CategorV REF Business, commercial, industrial and public 2.1 Charr-hes Religious Institutions 1.0 Developed parks 0.5 Elementary and middle schools 1.0 High schools 1.0 Manufactured housing 1.2 Multiple housing 1.1 Single-family rural, estate, suburban and farmstead 0.5 Single-family urban 1.0 TITLE 13 PLANNING AND DEVELOPMENT CHAPTER 4:SHORELAND MANAGEMENT SECTION 13-4-6: ZONING AND WATER SUPPLY/SANITARY PROVISIONS: 3. Height Of Structures: All structures in city residential districts, except sharsttes religious institutions and nonresidential agricultural structures, must not exceed twenty-five feet (25') in height. All other Titles, Chapters and Sections of the City Code shall remain as written and adopted by the Andover City Council. Adopted by the City Council of the City of Andover this 3m day of April, 2018. CITY OF ANDOVER. ATTEST: Michelle Hartner, City Clerk Julie Trude, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. SUMMARY AN ORDINANCE AMENDING CITY CODE TITLE 1 ADMINISTRATION, TITLE 3 BUSINESS AND LICENSE REGULATIONS, TITLE 5 POLICE REGULATIONS, TITLE 9 BUILDING REGULATIONS, TITLE 10 WATER AND SEWER AND TITLE 13 PLANNING AND DEVELOPMENT STATUTORY AUTHORIZATION AND POLICY Statutory Authorization This ordinance amendment is adopted pursuant to the authorization and policies contained in Minnesota Statute 412. Policy The purpose of these regulations is to protect the public health, safety and welfare. The proposed amendments to the City Code, replaces "Church" with "Religious Institution" throughout the City Code. GENERAL PROVISIONS AND DEFINITIONS Jurisdiction The provisions of this ordinance shall apply to the City of Andover. Enforcement The City Administrator or his/her designee shall have the authority to enforce the provisions of this ordinance. Interpretation Interpretation of the provisions of this ordinance shall be held to be the minimum requirements and shall be liberally construed in the favor of the governing body. A printed copy of this ordinance is available for inspection by any person during regular hours of the City Clerk. Adopted by the City Council of the City of Andover on this 3' day of April 2018. ATTEST: CITY OF ANDOVER Michelle Harmer, Deputy City Clerk Julie Trude, Mayor 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayors and Councilmembers CC: Jim Dickinson, City Administrato Joe Janish, Community Developm t irecto4'� FROM: Stephanie L. Hanson, City Planner SUBJECT: Sketch Plan/Planned Unit Development (PUD) Review — Estates at Cedar Ridge — Joshua Bergeron - Planning DATE: April 3, 2018 INTRODUCTION The City Council is asked to review a sketch plan for a single family planned unit rural residential development. The developer submitted a narrative of the proposed PUD. The PUD narrative is attached for your review. DISCUSSION What is a PUD Concept Plan? A PUD Sketch Plan is used to provide feedback to the developer through Andover Review Committee (ARC), Planning and Zoning Commission, Park and Recreation Commission, and City Council. Purpose of PUD? 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. Background The Andover Review Committe6 (ARC) reviewed the sketch plan. Comments are attached for your review. Staff suggests the comments be reviewed as part of the sketch plan process. Conformance with Local and Regional Plans and Ordinances 1. The property is not located within the Metropolitan Urban Service Area (MUSA) Boundary. 2. The Comprehensive Land Use is Rural Residential. Access Access will be from Hanson Blvd NW. Anoka County Highway Department (ACHD) is in the process of reviewing the sketch plan. ACHD governs County roads; therefore, the developer will be required to comply with the requirements of the ACHD. Utilities Each of the lots will be served by individual septic systems and wells. Lots The property is zoned RI — Rural Residential which allows for rural development. The following table shows code requirements for the rural residential area versus the PUD proposal: The applicant is requesting a Planned Unit Development (PUD) as part of this development. The applicant is requesting flexibility in code requirements including size and dimension; primarily to have flexibility to minimize tree removal and wetland impacts. The developer would like the PUD to preserve existing trees and minimize the impact to existing wetlands. Gross density requirements in the rural residential area is 2.5 acres/0.4 units per acre. The proposed sketch plan gross density is 0.046 units per acre; meeting the gross density requirements set forth in the Andover Comprehensive Plan and City Code. Thirteen (13) lots will range from 1.8 to 2.4 acres, one (1) lot will be 24.8 acres and one (1) lot will be 14.8 acres. Wetlands There are wetlands located within the sketch plan area. A map has been attached that shows the existing wetland information according to available data. The wetlands will be required to be delineated and the report will need to be submitted as part of the preliminary plat process. Lower Rum River Water Management Organization (LRRWMO) Once the overall layout of the sketch has been agreed upon and direction provided, the developers will prepare a grading plan, hydrology calculations and a soils report that will be reviewed by the City, an engineering consultant and the LRRWMO. The LRRWMO will need to review the preliminary plat and the developer will need to address any issues that are raised during that review prior to a public hearing being scheduled for the preliminary plat. Planning and Zoning Commission Recommendation A public hearing was held on March 13, 2018. There was one (1) public comment with concerns about the density of the development and wanted to make sure new residents can't complain about rural activities such as hunting and farm animals. The Commission's discussion included the importance of tree preservation, curve radius of the street as mentioned in Engineering's comments and concerns with residents complaining about hunting and farm animals. Overall, the Commission liked the lay out of the subdivision but would like to see more in terms of architectural standards for the homes. Park and Recreation Commission The Park and Recreation Commission will review the request on March 22, 2018. The current Master Park Plan does not show the potential of parkland in this area which leads staff to believe that the Park and Recreation Commission would request cash -in -lieu of land for this particular development. 2 CITY CODE REQUIREMENTS PUD PROPOSAL Lot size/Gross Density 2.5 acres/0.4 units per acre 0.046 units per acre Lot Width 300 feet 155 — 375 feet Lot Depth 150 feet +150 feet Lots allowed on 70 acres Undetermined because of existing wetlands 15 proposed The applicant is requesting a Planned Unit Development (PUD) as part of this development. The applicant is requesting flexibility in code requirements including size and dimension; primarily to have flexibility to minimize tree removal and wetland impacts. The developer would like the PUD to preserve existing trees and minimize the impact to existing wetlands. Gross density requirements in the rural residential area is 2.5 acres/0.4 units per acre. The proposed sketch plan gross density is 0.046 units per acre; meeting the gross density requirements set forth in the Andover Comprehensive Plan and City Code. Thirteen (13) lots will range from 1.8 to 2.4 acres, one (1) lot will be 24.8 acres and one (1) lot will be 14.8 acres. Wetlands There are wetlands located within the sketch plan area. A map has been attached that shows the existing wetland information according to available data. The wetlands will be required to be delineated and the report will need to be submitted as part of the preliminary plat process. Lower Rum River Water Management Organization (LRRWMO) Once the overall layout of the sketch has been agreed upon and direction provided, the developers will prepare a grading plan, hydrology calculations and a soils report that will be reviewed by the City, an engineering consultant and the LRRWMO. The LRRWMO will need to review the preliminary plat and the developer will need to address any issues that are raised during that review prior to a public hearing being scheduled for the preliminary plat. Planning and Zoning Commission Recommendation A public hearing was held on March 13, 2018. There was one (1) public comment with concerns about the density of the development and wanted to make sure new residents can't complain about rural activities such as hunting and farm animals. The Commission's discussion included the importance of tree preservation, curve radius of the street as mentioned in Engineering's comments and concerns with residents complaining about hunting and farm animals. Overall, the Commission liked the lay out of the subdivision but would like to see more in terms of architectural standards for the homes. Park and Recreation Commission The Park and Recreation Commission will review the request on March 22, 2018. The current Master Park Plan does not show the potential of parkland in this area which leads staff to believe that the Park and Recreation Commission would request cash -in -lieu of land for this particular development. 2 3 Coordination with other Agencies The developer and/or owner are responsible to obtain all necessary permits (Minnesota Department of Natural Resources, U.S. Army Corp of Engineers, LRRWMO, Minnesota Pollution Control Agency, LGU and any other agency that may have an interest in the site). Initial contact shall be made with the City Engineering Department regarding this item. NEXT STEPS Based on the feedback received on the sketch plan, the developer will modify the layout and make application for Preliminary Plat, and Final Plat. ACTION REQUESTED City Council is asked to review the proposed sketch plan/PUD and informally advise the applicant on adjustments to the proposed project to conform to local ordinances and review criteria. Attachments Location Map Aerial/Wetlands Map Sketch/PUD Narrative Sketch Pian City Code 13-3-11 Desirable PUD Design Qualities March 13, 2018 PZ Minutes Staff Comments R ectfull ub 'tt , Step am LHan son Cc: Joshua Bergeron, 16474 Hanson Blvd, Andover, MN 55304 Margorie Schaffer, 6451 Evergreen Court, Eden Prairie, MN 55346 Date Created: March 08, 2018 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. LOCATION MAP go )OVER Andover General Mapping Map Date Created: March 08, 2018 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. A ER IA UW ETLA N D MAP The Estates at Cedar Ridge Name of Development — The Estates at Cedar Ridge Rural Residential - Planned Unit Development Properties Involved: - Property I.D.: 15-32-24-11-0003 Property Description: S1/2 OF NEI/4 OF SEC 15-32-24; EX RD; SUBJ TO EASE OF REC UNASSIGNED SITUS ANDOVER, MN 00000-0000 TCA: 51011L ACRES: 17.12 Owner(s): Marjorie Ann Schaffer Property I.D.: 15-32-24-11-0002 Property Description: THE NI/2 OF NEIA OF NEIA OF SEC 15-32-24; EX SLY 330 FT OF ELY 660 FT THEREOF; EX RD; SUBJ TO EASE OF REC 16474 HANSON BLVD NW, ANDOVER, MN 55304-0000 TCA:510111, ACRES:12.36 LINKED PROPERTY: I of2 Owner(s): Jeffrey Bergeron Lynda Bergeron - Property I.D.: 15-32-24-12-0001 Property Description: THE NW 1/4 OF NEI/4 OF SEC 15 TWP 32 RGE 24, EX RD, SUBJ TO EASE OF REC UNASSIGNED SITUS ANDOVER, MN 55304-0000 TCA: 510111, ACRES: 40.00 LINKED PROPERTY: 2 of 2 Owner(s): Jeffrey Bergeron Lynda Bergeron - Property I.D.: 15-32-24-11-0004 Property Description: That part of the southerly 330.0 feet of the easterly 798.0 feet of the N1/2 of the NEIA of the NEIA of Section 15, Township 32, Range 24, Anoka County, Minnesota, lying west of ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 27 16422 HANSON BLVD NW, ANDOVER, MN 55304-0000 TCA: 510111, ACRES: 4.05 LINKED PROPERTY 1 of 2 Owner(s): Jill Huston Michael Huston 0 CL Y L 1 Property I.D.: Property Description: The south 330.0 feet of the west 198.0 feet of the east 798.0 feet of the N1/2 of the NE1/4 of the NEI/4 of Section 15, Township 32, Range 24, Anoka County, Minnesota. UNASSIGNED SITUS ANDOVER, MN 55304-0000 TCA: 51011 L ACRES: 1.50 LINKED PROPERTY 2 of 2 Owner(s): Jill Huston Michael Huston Planned Unit Development (PUD) The Estates at Cedar Ridge, referred to hereinafter as "Cedar Ridge," is a proposed single family rural residential development with an intended location west of Hanson Blvd. and north of 161 st Ave NW, at the locations between the anticipated roadways of 163`d Ave. NW and 164d' Ave. NW. Cedar Ridge is intended to be built in the open areas south, west and north of the current residence and business (Dover Kennels) located at 16422 Hanson Blvd., Andover, MN 55304 and the residence located at 16474 Hanson Blvd., Andover, MN 55304. Cedar Ridge is currently planned for a total of 15 individual lots, encompassing a total of 70.98 acres from Property IDs: 15-32-24-11-0003,15-32-24-11-0002,15-32-24-12-0001 and 15-32- 24-11-0004. As city code requires rural residential property to have a minimum 2.5 acres of lot size, along with 300 feet of road frontage, I am requesting a variance from this code through the PUD process to create a development that will maintain its value for the City of Andover, MN, by creating a Plat through its design and quality, is both attractive and cost effective. When determining the proposed lot sizing for Cedar Ridge, we strove to maintain a lot size that will provide the privacy appeal of a rural residential lot, while keeping a neighborhood atmosphere for those families that choose to build in Cedar Ridge. By laying the lots out, as can be observed in the sketch drawing, Cedar Ridge provides a uniform development that utilizes existing tree lines and proposed storm water ponds and topography to create buffer zones between adjoining and adjacent lots. Of the 15 proposed lots, 13 vary in size from 1.8 acres to 2.4 acres, with the remaining two lots being 24.8 acres and 14.8 acres. This large variation in size of the two larger lots, is due to the large areas of wetlands included within those lots' boundaries. The 13 lots of size 1.8 acres to 2.4 acres are proposed to be positioned on the 30.98 acres nearest Hanson Blvd. With each of the 13 lots from 1.8 acres to 2.4 acres, a large majority of the land area within all of these lots, and nearly all of the land area in 10 of these 13 proposed lots are comprised of high ground. This high percentage of high ground within each lot will work to ensure the open space feel, and useable space of each lot. Taking into consideration other rural residential developments within Andover, MN, where home, well and septic are placed on a 1 acre lot, even the smallest lots within Cedar ridge are nearly double the size of other comparable developments. For the two larger lots, this open space feel and useable space considerations, are more than satisfied, with the home, well and septic areas taking up only a minimal portion of the overall lot. M Cedar Ridge has been designed with two access points from Hanson Blvd, anticipated to be 163`d Ave. NW, and 164`h Ave. NW. This dual access allows future residents, city personnel, and emergency response officials a safe alternative to enter Cedar Ridge during times of potential road blockage from future construction, road maintenance, or natural disasters. Working to preserve the forested areas within the boundaries of Cedar Ridge, all of the home sites planned for Cedar Ridge have been planned for areas that are presently open or non - forested. In order to create the two proposed roadways, minimal tree removal must occur. This tree removal is currently estimated at approximately 0.82 acres of land that is presently forested. The plan for the proposed roadway through Cedar Ridge has been designed to avoid traversing through the center of existing ponds, while creating a roadway which does not unnecessarily encroach on the existing residences and business near Cedar Ridge. In order to maintain an overall landscaping theme, each lot will be provided an address marker stone, indicating the street number associated to the proposed residence. This stone will be placed so it is visible among a landscaped slope, facing the streets of Cedar Ridge. The landscaping around this marker stone will be similar in context to that of the Cedar Ridge streetscapes located at the entrances to Cedar Ridge from Hanson Blvd. at the anticipated roadways of 163`d Ave. NW and 1640' Ave. NW. The landscaping theme intends to include, but is not limited to boulders, Cedar trees and/or bushes, and natural grasses and foliage. The developers of Cedar Ridge also intend to work with the engineers tasked with determining the topography and grading necessary to handle storm water runoff, so that an undulating topography is achieved, that is attractive to perspective buyers, but does not inhibit effective storm water runoff management, or unnecessarily promote erosion. In furtherance of the landscaping theme and overall feel of Cedar Ridge, decorative street lighting will be selected from those options available at the time of construction. This street lighting will be installed at the required locations, under the established guidelines of the City Planners. As previously noted, the proposed lots and home placements have been designed to maintain the existing trees and forested areas of the land Cedar Ridge is intended to be developed on. In addition, planned landscaping and topography designs around the proposed lots and storm water ponds, will work to provide natural buffers between the lots themselves and between the lots and the traffic of Hanson Blvd. To ensure the lasting quality of Cedar Ridge, an architectural committee will be established to ensure the homes built within Cedar Ridge are of quality design and building materials. A homeowner's association will also be established to set specific guidelines within Cedar Ridge and to maintain the streetscapes on Hanson Blvd. S.KE 7 C= P I.F1 :, SCALE IN FEET SCALE: 1 INCH = 200 F££T I'..... -, 0 200 J00 ti BEARINGS SHOWN ARE ASBON£0 1215 115 q10 310 5000 5000 �0�.. _I i ^• 0 5000 1.8 ac 5000 2 1 E O _ '4 I. ac. L1 2.4 ac o "2.0 aCEO, N JSO \ „7 e"% 9 R 0 6 & 14.8 ac. 5pp0 TOTAL ROAD LENGTH - 2100+ FT (TO CEN HANSON) TOTAL CDS LENGTH - 180s FT (TO RAD. PT.) TOTAL BNORY AREA - 69.9' ACRES TOTAL NO. OF LOTS - 15 SINGLE FAMILY (WELL A SEPTIC) KURTH SURVEYING. INC. v eelu DO 00 10_3 340 300 300 15 S000 2.1 ac 5000 5000 14 5000 13 1 5000 2.3 ac .p. 5000 2,3 ac. 2.22 ac 000 "� 10 S 11 1.8 ac 5000 1.8 ac. 1,g? 5000 230 350 5000 5000 5000 - 5000 S0. FT. SEPTIC AREA -6 600 SD. FT. BUILDABLE AREA YIN BOLLVEEV E9E0 ELEVATION SKETCH PLAN 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 1© N W Z W 0 Regular Andover Planning and Zoning Commission Meeting Minutes —March 13, 2018 Page 5 1 Cl) 2 There was no one else in the audience to comment. T- 3 :) 4 Motion by Loehlein, seconded by Daninger to close the public hearing at 7:48 p.m. N Z 5 Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. 2 6 (7 7 Commissioner Daninger commented that some of the concerns were commercial site plan V W 8 concerns, but not related to the PUD being considered at the meeting tonight. He 9 wondered about building a day care next to a bar in the community. 10 i l Commissioner Koehler asked if the Commissioners will see this item before them again. N 12 Ms. Hanson indicated they would not. IL 13 14 Motion by Koehler, seconded by Daninger to approve the variance. Motion carried on a 15 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. 16 17 This matter will be heard at the March 20, 2018, Council meeting at 7:00 pm. I 1PUBLIC HEARING: Sketch Plan/Planned Unit Development —Estates at Cedar 2 Ridge —16474 Hanson Blvd. NW 21 22 The Planning and Zoning Commission reviewed a sketch plan for a single family planned 23 unit rural residential development. 24 25 The Andover Review Committee (ARC) reviewed the sketch plan. Comments were 26 provided to the Commissioners. This property is not located within MUSA. The 27 comprehensive land use is Rural Residential. 28 29 Access will be from Hanson Blvd NW. The Anoka County Highway Department 30 (ACHD) is in the process of reviewing the sketch plan. 31 32 Each of the lots will be served by individual septic systems and wells. 33 34 The applicant is requesting a PUD as part of this development. Specifically, the applicant 35 is requesting flexibility in code requirements, including size and dimension; primarily to 36 have flexibility to minimize tree removal and wetland impacts. The developer would like 37 the PUD to preserve existing trees and minimize the impact to existing wetlands. There 38 are wetland locations within the sketch plan area. Once the overall layout of the sketch 39 has been agreed upon, and direction provided, the LRRWMO will need to review the 40 preliminary plat and the developer will need to address any issues that are raised during 41 that review, prior to a public hearing being scheduled for the preliminary plat. 42 43 Commissioner Koehler called attention to a letter from Mr. Berkowitz. Ms. Hanson 44 stated that they ate still waiting for responses from the applicant. 45 I ;- Regular Andover Planning and Zoning Commission Meeting Minutes — March 13, 2018 Page 6 1 Commissioner Loehlein asked if there was a sketch of the larger area and what is 2 developable. The response was there would be too many wetland impacts in the area in 3 question. 5 Commissioner Daninger commented that it was "just a sketch plan" and questioned why 6 a red line was going through a building. Staff responded by stating that Andover Kennels 7 has just purchased an additional 1 acre to move the boundary of the property. 9 In response to a question by Chairperson Nemeth, Ms. Hanson indicated that the next part to of the process (preliminary PUD) would make it clear what trees were being preserved. 11 He also asked about "flattening" the curve. Ms. Hanson referred the question to the 12 applicant. 13 14 Motion by Daninger, seconded by Loehlein, to open the public hearing at 8:06 p.m. 15 Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. 16 17 Josh Bergeron, 16474 Hanson Blvd, stated they had received the letter from the City, 18 with questions, just on the previous Saturday. As to the question regarding the cul-de-sac 19 moving farther to the west, the answer is that it would impede on lot #6 and encroach on 20 the buildable space. The informal feedback from the highway department was positive 21 regarding the space between the lanes and they would probably require left and right - 22 hand turn lanes to handle traffic to and from Hanson Boulevard. There was discussion 23 regarding two (2) accesses on Hanson Boulevard and the Highway Department is "okay 24 with it." He addressed the curve in the road and it could be straightened but would 25 encroach minimally on a current property. Based on the financing, one side may be done 26 first and then the other side, so as to not over extend [the developer]. 27 28 Chairperson Nemeth asked the developer about the property ID's. The response was that 29 it was included because the lot lines would be changing. The developer indicated that 30 once the preliminary plat process happens, the benefits will be more evident. The actual 31 positions of the homes will depend upon engineering and surveying work, which is yet to 32 be done. Estimates are that 0.86 acres of trees that would actually be removed. The 33 developer indicated that there would be an architectural committee. He would be one of 34 the members. 35 36 Shawn Mars, 16178 Raven St. NW, lives to the west of this area. He stated that he 37 believes people live in the area because of the differences in zoning. This area is not like 38 Catcher's Creek as there are farm animals in the area and guns in the fall. Ms. Hanson 39 indicated that in 6 years there have been no changes. Commissioner Daninger also has 40 not seen it [zoning changes]. He discussed keeping natural trees for buffering. 41 42 Mr. Mars stated that they have a right to develop it, but residents have a right to enjoy 43 their own property. 44 45 Chairperson Nemeth stated that residents can still submit comments. Regular Andover Planning and Zoning Commission Meeting Minutes — March 13, 2018 Page 7 2 Mr. Bergeron plans to live in the development himself on lot 47. His parents live on lot 3 #1 currently. 5 Commissioner Hudson asked if the current building would be destroyed. Mr. Bergeron 6 responded that it will not be destroyed but will conform to it. The PUD will assure there 7 is equitability in how the homes are built. His parents will possibly be building on lot 6 8 and that will give access to the ponds. 10 Commissioner Hudson theorized that the smaller lots could be expanded and then 11 forewarn buyers that there may be hunting or farm animals in the larger acreage around 12 them. It was noted that Country Oaks North would be a similar situation. 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 Commissioner Loehlein encouraged the developer to inform buyers about the ruralness of the area. Commissioner Nemeth stated that the next step is to take comments back to the sketch plan and that he was looking forward to the final plan. He would like to see as many trees as possible saved. There was no one else in the audience to comment. Motion by Koehler, seconded by Daninger to close the public hearing at 8:41 p.m. Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. Commissioner Koehler would like to see a further expansion of the lot sizes, closer to City Code. He would like to hear more about the benefit in smaller size lots vs. tree preservation. This matter will be heard at the Tuesday, April 3, 2018, Council meeting at 7:00 pm. PUBLIC HEARING: Preliminary Plat — Winslow Cove — OutlotA, Winslow Woods 2nd Addition The Planning and Zoning Commission reviewed the Preliminary Plat for Winslow Cove. The proposed plat contains 80 urban residential lots. The property is located in the MUSA. It is currently zoned R-4, Single Family Urban. The maximum density allowed is 1.75 — 3.6 units per acre. The first phase will consist of approximately thirty (30) lots on the western side of the plat, being accessed from 152"d Avenue NW. There are 3 access points. During the Winslow Woods development, the future connection of Xeon Street NW and 157th Lane NW was discussed; at which time, it was determined that the connection will need to be further discussed during the next phases of development. Staff was recommending the connection. Trunk sewer and water lines are located in this area and will be extended to serve the plat. 13 • F,-• �_LfDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMOBdMDOM TO: Stephanie Hanson, City Planner FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Asst. City Engineer DATE: February 23, 2018 REFERENCE: Estates at Cedar Ridge/Sketch Plan/Review #1 The following comments are regarding Review #1: 1. Lot sizes and dimensions do not meet minimum standards. A PUD development would be required to deviate from current zoning district requirements. 2. Look at if the cul de sac can go further west to gain another lot, or is there not enough high ground? 3. Necessary improvements (turn or bypass lanes?) at Hanson Boulevard would be per Anoka County Highway Department review and guidelines. If they do not support two access points, a redesign would be needed. The City would require a secondary access for emergency vehicles. Options can be discussed if Anoka County is not supportive of the second street access. 4. Flatten the proposed curve on the northerly roadway, try to meet 35 mph design speed. Minimim 50' tangent required between reverse curves. 5. Please review all City Codes for compliance. 6. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing 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. III Z W O LL LL H Kn 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 VN Jim Dickinson, City Administraa Joe Janish, Community Develop*entrectorU Stephanie L. Hanson, City Planner Preliminary Plat for Winslow Cove — Outlot A, Winslow Woods 2nd Addition — Lennar Family of Builders April 3, 2018 INTRODUCTION City Council is asked to review the Preliminary Plat for Winslow Cove. The proposed plat contains 80 urban residential lots. DISCUSSION Conformance with Local Plans and Ordinances 1. The property is located in the Metropolitan Urban Service Area (MUSA). 2. The property is currently zoned R-4, Single Family Urban. Maximum density allowed is 1.75 — 3.6 units per acre. The net density for the proposed development is 2.2 units per acre; therefore is compliant with the Comprehensive Plan. Lots Winslow Cove consists of eighty (80) urban lots but the developer plans to phase the development. The first phase will consist of approximately thirty (30) lots on the western side of the plat, being accessed from 152nd Avenue NW. Street Access Public street access to Winslow Cove will be from the north on Xeon Street NW and from the west on 150' Lane NW and 152nd Avenue NW. During the Winslow Woods development, the future connection of Xeon Street NW and 157rn Lane NW was discussed; at which time, it was determined that the connection will need to be further discussed during the next phases of development. At this time, staff recommends the connection. Sewer and Water Access The trunk sewer and water lines are located in this area and will be extended to serve the plat. In Coon Creek Watershed District and Wetlands The Coon Creek Watershed District (CCWD) completed the review of the preliminary plat. The existing wetlands have been delineated and approved by CCWD. Andover Review Committee City staff continues to review revisions and work with the developer on the platting process. Attached are the most recent response letter from the developer with staff comments. Staff supports the preliminary plat moving forward; however, all staff comments will need to be addressed prior to final platting. As part of the plat, staff expressed concerns about the oversized ponding area and the impact it has on the developability of the land; this area will no longer be able to be developed. The land owner, C & W Family Farm Partnership, acknowledges that access to the eastern portion of their land, will no longer have access at the railroad crossing. In conjunction, Lennar acknowledges that in exchange for the use of the valuable land for ponding proposes, they agree to extend municipal water and sewer, at their expense, to the eastern side of the railway. Both correspondences are attached for your review. Staff recommends the approval of future phases of Winslow Cove be contingent on municipal water and sewer be extended to the eastern side of the railway. Park and Recreation Commission Recommendation and Trails The Park and Recreation Commission reviewed the preliminary plat at their October 5, 2017 meeting. The meeting minutes are attached for your review. The Commission recommends taking a portion of land to extend Sophie's Park to the south and the remainder of park dedication in cash. The City of Andover will extend a trail from Sophie's Park to the Winslow Cove development. Also, the City proposes to purchase Lot 5, Block 5 for a trail underpass (under the railroad) to create a trail link to the eastern side of Andover. The developer and the City will continue to pursue the purchase. Planning and Zoning Commission Recommendation On March 13, 2018, a public hearing was held. Public comments consisted of the following: • Concerns with additional traffic and the safety of children on 1501" Lane if Xeon is connected • Concerned with proposed trail on west side of Xeon encroaching within the existing properties backing onto Xeon • Concerned about the endangered plant species • Support of the expansion of Sophie's South park and a trial underpass to connect with the east side of the city • Question as to how the east side of the railroad will be served my municipal services 3 The Commission also discussed trail connections, police services to those concerned of traffic safety and posting of temporary cul-de-sacs. Commission recommends approval of the plat on a 5 — 0 vote (2 absent). ACTION REOUESTED City Council is requested to review the proposed preliminary plat and make a recommendation of approval. Attachments Resolution Location Map Aerial Map March 13, 2018 PZ Minutes February 16, 2018 Response Letter from Developer with Staff Comments October 5, 2017 Park & Rec Commission Meeting Minutes Preliminary Plat Respectfully Submitted, Stephanie L. Hanson Cc: Paul Tabone, U.S Home Corp, 16305 30h Avenue, Ste 600, Plymouth, MN 55447 Corinne Holasek, 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 "WINSLOW COVE" FOR PROPERTY LEGALLY DESCRIBED AS: OUTLOT A, WINSLOW WOODS 2'`'n ADDITION WHEREAS, the developer requested approval of a preliminary plat for Winslow Cove; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing on said plat; and WHEREAS, as a result of such public hearing, the Planning and 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 agrees with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of Winslow Cove with the following conditions: 1. Park dedication as recommended by the Park and Recreation Commission at the October 5, 2017 meeting. 2. City of Andover Engineering staff comments dated February 6, 2018 and subsequent changes shall be satisfactorily addressed prior to any grading of the site. The Andover Engineering Department will determine when all items have been addressed. 3. Xeon Street NW shall be extended and connected to 150' Lane NW. 4. Coon Creek Watershed District comments shall be satisfactorily addressed, and all required permits issued prior to the grading of the site. 5. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat. 6. A separate trail easement document will be required for the proposed trail easement located between the park and Block 1, Lot 11. 7. The City and developer will continue to coordinate the purchase of Lot 5, Block 5 for a trail underpass. 8. The approval of future phases of Winslow Cove shall be contingent on municipal water and sewer be extended to the eastern side of the railway, at the developer's expense, to serve the adjacent property. 9. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. Adopted by the City Council of the City of Andover this day of , 2018. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Julie Trude, Mayor y Date Created: March 07, 2018 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. LOCATION MAP V 1 Date Created: March 07, 2018 Disclaimer: The provider makes no representation. or warranties with respect to the reuse of this data. AERIAL MAP rl Regular Andover Planning and Zoning Commission Meeting Minutes — March 13, 2018 Page 7 2 Mr. Bergeron plans to live in the development himself on lot #7. His parents live on lot 3 #1 currently. U) 4 00 5 Commissioner Hudson asked if the current building would be destroyed. Mr. Bergeron p :3 6 responded that it will not be destroyed but will conform to it. The PUD will assure there N Z 7 is equitability in how the homes are built. His parents will possibly be building on lot 6 C''i 8 and that will give access to the ponds. Z 9 10 Commissioner Hudson theorized that the smaller lots could be expanded and then 11 forewarn buyers that there may be hunting or farm animals in the larger acreage around W 12 them. It was noted that Country Oaks North would be a similar situation. N 13 t1. 14 Commissioner Loehlein encouraged the developer to inform buyers about the ruralness of 15 the area. 16 17 Commissioner Nemeth stated that the next step is to take comments back to the sketch 18 plan and that he was looking forward to the final plan. He would like to see as many 19 trees as possible saved. 20 21 There was no one else in the audience to comment. 22 23 Motion by Koehler, seconded by Daninger to close the public hearing at 8:41 p.m. 24 Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. 25 26 Commissioner Koehler would like to see a further expansion of the lot sizes, closer to 27 City Code. He would like to hear more about the benefit in smaller size lots vs. tree 28 preservation. 29 30 This matter will be heard at the Tuesday, April 3, 2018, Council meeting at 7:00 pm. r432 PUBLIC HEARING. Preliminary Plat — Winslow Cove — OutlotA, Winslow Woods 2nd Addition 3 35 The Planning and Zoning Commission reviewed the Preliminary Plat for Winslow Cove. 36 The proposed plat contains 80 urban residential lots. The property is located in the 37 MUSA. It is currently zoned R-4, Single Family Urban. The maximum density allowed 38 is 1.75 — 3.6 units per acre. The first phase will consist of approximately thirty (30) lots 39 on the western side of the plat, being accessed from 152❑d Avenue NW. There are 3 40 access points. During the Winslow Woods development, the future connection of Xeon 41 Street NW and 1571h Lane NW was discussed; at which time, it was determined that the 42 connection will need to be further discussed during the next phases of development. 43 Staff was recommending the connection. 44 45 Trunk sewer and water lines are located in this area and will be extended to serve the plat. N Regular Andover Planning and Zoning Commission Meeting Minutes — March 13, 2018 Page 8 2 The Coon Creek Watershed District (CCWD) completed the review of the preliminary 3 plat. The existing wetlands have been delineated and approved by CCWD. 5 The Park and Recreation Commission recommends taking a portion of land to extend 6 Sophie's Park to the south and the remainder of park dedication in cash. 8 The City will extend a trail from Sophie's Park to the Winslow Cove development. Also, 9 the city proposes to purchase Lot 5, Block 5 for a trail underpass (under the railroad) to 10 create a trail link to the eastern side of Andover. 11 12 Chairperson Nemeth asked where the trail would end up. Ms. Hanson indicated that the 13 trail easement would take up the whole lot. 14 15 Commissioner Daninger asked if there would be some street signs that will say temporary 16 road or cul-de-sac. Ms. Hanson confirmed it will be marked with signage. 17 18 Chairperson Nemeth asked for an explanation on #34 of HWL and HAWL in the memo 19 from the engineering company. Ms. Hanson referred this question to the developer. 20 21 Motion by Daninger, seconded by Koehler, to open the public hearing at 8:54 p.m. 22 Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. 23 24 Katie Schmolke, 1130 1501h Lane, inquired about having a sign in the cul-de-sac 25 regarding a further road, noting in the past one had been put in after many families had 26 moved in to their homes. She also noted that neighbors were unable to come to the 27 meeting due to it being spring break. She indicated that there are about 30 children under 28 9 or 10 years old in the neighborhood. They are very nervous about the safety of the 29 children. She asked that safety would be a consideration indecision making. They 30 would like to wait to put in the road connection until the children are older. 31 32 Cathy Kelvie, 15097 Yellow Pine Court NW, stated she was curious about the plan. She 33 asked about trails and sidewalks and other safety measures such as stop signs. She also 34 noted that Sophie's Park is the only park in the area. 35 36 James Tracy, 250 Rice Creek Terrace in Fridley, spoke on behalf of a relative in the area. 37 He was interested in more information about lot 5, the trail, and underground connection 38 to the other side of the railroad tracks. Ms. Hanson confirmed that there are no approved 39 plans, but some preliminary sketches are being done at this time by the City. 40 41 The idea is that City sewer and water service would develop on the east side of the RR 42 track. 43 44 Jim Traver, 1134 152nd Lane, was pleased to learn about the trail, underground 45 connection and park development. He expressed the need for a turn lane on Yellow Pine, Regular Andover Planning and Zoning Commission Meeting Minutes — March 13, 2018 Page 9 1 as a lot of traffic is going 50 mph on Crosstown. He also suggested a pedestrian crossing, 2 especially if there is a daycare being developed now. He wondered if Crosstown could 3 be reviewed for speed. Ms. Hanson confirmed that there would be drawings provided 4 regarding tree removal. 6 Ms. Hanson confirmed that the DNR worked with Lennar Homes regarding the protected 7 plant species. She reminded the audience that this is a preliminary plat and the City does 8 not have any ordinances regarding preserving trees. She will follow up with the resident. 9 Park questions can be referred to Dave Berkowitz. 10 11 Joe Jablonski, Lennar representative, confirmed that the City staff is really good to work 12 with, and has been working on this plat for quite a while. He responded as follows: 13 - The property will be developed in phases, with the north area first. 14 - Acronyms refer to High Water Levels and elevations set, related to flood levels. 15 - A permit has been received from the DNR to allow development. 16 - The site is not conducive to saving a lot of trees, but they will try to pay attention 17 around the perimeters, when it makes sense. 18 - They are still working on details regarding the complex connection point for this 19 development. 20 21 In response to a question, Ms. Hanson confirmed that the only lot that will work for the 22 underground trail connection is lot 5, as the south area is too low in elevation to work for 23 the underpass. 24 25 James Tracey, 250 Rice Creek Terrace, Fridley, asked about the timeline for the 26 development or plans for the area. Ms. Hanson confirmed that future residential 27 development is planned east of the tracks and is not planned to be all parkland. 28 29 Cindy Ramseier, 1046 1521d Lane NW, noted that all middle school students need to go 30 out to Crosstown Boulevard to catch the school bus. Safety concerns may be a question 31 for the school bus company/school district. Chairperson Nemeth confirmed that would 32 be the case. Ms. Hanson stated that there will not be any stop signs put in because it is a 33 State road. 34 35 Bill Kelvie, 15097 Yellow Pine Court noted that Xeon Street will have a path running 36 alongside of it. He wondered how much would come on his property. Ms. Hanson 37 confirmed that it goes within the right of way so it does not impact the lot of the resident. 38 39 Joe Jablonski, Lennar representative, indicated that the intent is that the north section 40 (1/3) would not connect the road in the first phase. 41 42 There was no one else in the audience to comment. 43 44 Motion by Loehlein, seconded by Koehler to close the public hearing at 9:26 p.m. 45 Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. Regular Andover Planning and Zoning Commission Meeting Minutes — March 13, 2018 Page 10 2 Commissioner Daninger confirmed that the developer will have to replace 2 trees per 50 3 feet. He also confirmed that the Sherriff is responsive to traffic needs and what 4 commonly happens is that it is the neighbors that are speeding. 6 Motion by Loehlein, seconded by Koehler to approve the variance. Motion carried on a 7 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. 9 This matter will be heard at the Tuesday, April 3, 2018 Council meeting at 7:00 pm. 10 11 PUBLIC HEARING: City Code Amendments — Title 12 Zoning Regulations 12 13 The League of Minnesota Cities released a memo on July 6, 2017 regarding The 14 Religious Land Use and Institutionalized Persons Act. The memo explained that no 15 government entity shall approve or implement a land use regulation in a manner that puts 16 a substantial burden on religious exercise. In no way shall a government entity approve 17 stricter land use regulations than that of other non -religious assembly or institutions. 18 Other non -religious assemblies include uses such as convention/banquet centers, bowling 19 alleys/bars,and any other uses where people assemble. 20 21 Commissioner Loehlein asked staff to give an example of where an assembly would now 22 be allowed, when it was not before. Ms. Hanson stated that it was determined that the 23 general business area is better suited for placement of an assembly. This is more like a 24 convenience store location that would be accommodating of parking. 25 26 Commissioner Koehler asked if any organizations were affected. Ms. Hanson replied 27 there were not. 28 29 Motion by Daninger, seconded by Hudson, to open the public hearing at 9:35 p.m. 30 Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. 31 32 There was no one in the audience to comment. 33 34 Motion by Daninger, seconded by Koehler to close the public hearing at 9:37 p.m. 35 Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. 36 37 There were no additional comments of staff or commissioners. 38 39 Motion by Daninger, seconded by Koehler to approve the City Code amendments. 40 Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Cleven and Sims) vote. 41 42 This matter will be heard at the Tuesday, April 3, 2018 Council meeting at 7:00 pm. 43 44 OTHER BUSINESS 45 )o PZ O N E� CORP O A HEIGHTS L engineeYing CORPORATE OFFICE 2422 EnterpAne Drive Mendota Heights, MN 55120 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS phone(651)661-1914 fax (651) 661-9486 00 IX rV N www.piDne¢ren9.epm ly MEMORANDUM RECEIVE Y�1CL 0 co J W TO: Stephanie Hanson, City Planner FEB 2 2 201 y FROM: Nicholas Polta, Pioneer Engineering 0 � CITY OF AND( 03 vai O DATE: February 16, 2018 LU 2 W REFERENCE: Winslow Cove/Grading, Drainage & Erosion Control Plan/Review #2 The following comments are regarding Review #1: 1. Provide a sketch plan for how the property to the south would lay out in relation to the connection to Xeon Street and how it fits in with the proposed Pond 300. Engineer's response sounded like this was submitted but we did not receive it. Ghost Plat Attached 34. Sheets 16-18: Verify that all lots meet the "2' above HWL or 3' above HAWL" threshold. There are several that do not. If this is not practical, for full basement or lookout lots that back up to dry ponding areas, one option is to provide Darcy's Law calculations showing that the basins drain down in sufficient time to not allow for lateral flow of water that would impact the low floors. Response said this was revised, however, Lot 1, Block 1, Lots 1-10 and 15-16, Block 4, and Lots 1-2, 7-14,16 and 18-19 Block 5 do not meet this requirement. Provide Darcy's Law calculations to show that the basins will draw down prior to the HWL's affecting the adjacent low floors, or raise up the low floors to meet the 2' requirement See Attached 36. Sheets 16-18: Hatch all areas where fill is proposed. Add a hatch pattern legend label. Hatch was only shown on the lot pads behind the building setback, hatch all areas being filled. Revised 42. Sheet 16: A maintenance agreement for all rain gardens that is recorded with the property they are on is required. The City will maintain stormwater ponds but rain gardens are considered as privately owned for maintenance purposes. Engineer stated that rain gardens will be maintained by a Homeowners Association or individual properties. The City requires that individual properties are responsible for the maintenance as HOA's often times disband over time. The developer can manage them with an HOA, but if the HOA disbands there still needs to be a maintenance agreement recorded with each individual property. Individual property owners will maintain the rain gardens. Does the city has a typical maintenance agreement for use? If not a separate agreement will have to be established. 52.Sheet 16: Show Maintenance Vehicle Access for Pond 100 over the storm sewer system on the west side of the pond and over the outlet to the south. VMA's where shown on plan sheet 19, however, they should also be shown on sheets 16-18 as 203. Sheets 6-8: In the typical easement detail, rear yard drainage and utility easements only need to be 5' (10' called out in detail) unless there are pipes or drainage issues associated with the easement_ Revised 204. Sheets 6-8: On all lots, minimize the drainage and utility easements in rear yards where there are swales and HWL areas to maximize the rear yards. Also refer to comments on grading plans for some areas of note. Revised 205. Sheet 6: Along Block 4 where there may be storm sewer pipes added between lots, D&UE shall be 10' on each side yard line (see marked up plans and grading plans). 10' D & U Easement added where necessary 206. Sheet 6: Add a D&UE in the park property along the storm sewer pipe alignment and up to the pond HWL. Revised 207. Sheet 7: Expand the D&UE between Lots 1-2, and Lots 13-14, Block 5 so it's 10' on each lot due to the storm sewer pipe along the lot lines. Revised 208. Sheet 7 and 8: The area table is cut off on both plan sheets. Revised 209. Sheet 8: Pan the plan sheet up so Lots 18 and 1.9, Block 4 show up completely. Revised 210. Sheets 9-12: Update per other plan comments. Revised 211. Sheet 13: In the lot tabulation, only call out a 100 -Year HWL for a lot if the HWL encroaches into the lot — if no encroachment put "N/A". Update the table with revised HWL and EOF information based upon the attached hydrology review comments. Verify all elevations are consistent between the plans and table. On all lookout of full basement lots, if the low floor elevation is not at least 2' above the HWL, provide Darcy's Law calculations proving that the water elevation will not impact the low floor, or raise up the low floor preferably. For these lots, put an asterisk in the table with the following note: "Low floor elevations approved per Darcy's Law calculations." Revised, See Stormwater Report for Darcy's Law calculations 212. Sheet 14-15: Update per other plan comments Revised 213. Sheet 16: For lots 4-11, Block 4, the inclusion of rear yard storm sewer pipes and drainage swales requires drainage and utility easements over the pipes and HWL's. The easements would then make these lots not meet the 110' buildability requirement. Two options to remedy this could be, put storm sewer pipes along every other side lot lines up to 1518t Lane. This would allow for rear yard drainage that would only handle runoff from one lot, which would not require a D&UE for cross drainage. Another option could be to slide 151St Lane (the street) east so the 110' buildable could be achieved on these lots. Update drainage calculations and easement accordingly. 151St Lane moved to allow for easement over rear swale and storm pipe behind lots 4-11 of block 4 while maintaining 110' buildability 214. Sheets 16-18: Show Vehicle Maintenance Access hatches on these sheets_ They also show up on sheet 19, which is fine. We will need easement descriptions and exhibits in a recordable form for all VMA's. Revised 215. Sheets 16-18: Update any rain garden or pond HWL labels per hydrology comments. Make sure the hydrology models and plan elevations match. 13 228. Sheet 22: Make sure the Pond outlet details all match the plans and drainage report. The NWL elevation should be the outlet elevation, or orifice elevation. If the top of the proposed weir walls is not at the HWL elevation, need to call that out. There was one pond where the modeled weir wall elevation was below the HWL, but not called out to be built that way. Revised, all weir walls set to HWL of their respective ponds, normal waters set at outlet elevation 229. Sheet 23: Add a separate street section detail for "Xeon Street NW Only." As Xeon Street is a state aid collector route, the pavement section should be 2" bit wear, 2" bit wear and W class 5. Same mix designs as currently shown in the detail. The City will pay for the extra section depth over the standard 3" bit and 5" class 5. Revised 230. Sheet 25: Carry comments through from other plan sheets. Revised 231. Sheet 26: Add a gate valve west of the hydrant on 152nd Avenue between lots 6 and 7. Revised 232. Sheet 26: Add a hydrant on 152nd Avenue between lots I0 -and -11. -This is needed .to— meet the 400' spacing requirement. Revised 233. Sheet 28: Change the note to "salvage and relocate" the existing hydrant to "salvage". Andover Public Works will pick up the hydrant once salvaged. Revised 234. Sheet 29: How is the existing FES invert proposed to be raised at Raingarden 500? Extend the pipe? Note added instructing to removing existing FES and construct a new one to the design invert elevation 235. Sheet 29: Revise storm sewer design in Block 4 per previous comments. Revised 236. Sheet 29: Make sure Pond outlet information matches hydrology model (slope, inverts, rim elevations, etc.). For Pond 100, set the OCS rim elevation at the HWL. Also call out the invert elevations for the structure. Revised 237. Sheet 30: Change pipe size on 152nd Avenue to 15". Revised 238. Sheet 31: Make sure OCS 200 and OCS 300 information matches the hydrology model. Add pipe invert elevations in and out of the structures. Revised 239. Sheet 31: The elevation listed for the infiltration area hatch in the legend is incorrect. Revised 240. Sheet TR -1: Can the grade of the future trail be lessened by lowering the street? Cul -De -Sac adjusted and lowered to lessen steep grades of the future trail going down to the tunnel 201. On page 10 of the report, the infiltration elevation listed doesn't match the plans (892 vs 890). Revised 202. In the existing and proposed models, start routing for all ponds at the outlet elevations. This was discussed with the Coon Creek Watershed District and -they concur that for high 5 iy 212. Update drainage maps and Stormwater report based upon above comments. Revised Note: It is a requirement that the Developer respond to each of these items in writing 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. PINEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS MEMORANDUM TO: Stephanie Hanson, City Planner FROM: Nicholas Polta, Pioneer Engineering DATE: February 16, 2018 MENDOTA HEIGHTS J CORPORATE OFFICE 2422 Eot.r 4,e Drive Mendote Hdlghm MM 55120 phone (651)GS1-1914 Co. (651) 681-9488 www.ploneeren9.com RECE WED FEB 2 2 2018 REFERENCE: Winslow Cove/Grading, Drainage & Erosion Control Plan/Review #2 The following comments are regarding Review #2: 1. Ghost plat property to the south. Attached 2. On the plan set, update the revision dates and signature date of the revised plans Revised 3. Who will maintain the rain gardens? Individual Home Owners will maintain the raingardens 4. Ensure all lots meet minimum area, width and depth requirements. There are discrepancies with some of the lots. Lots on the cul-de-sacs do not meet the 50 -foot required width at the right-of- way. Revised, lots adjusted to meet requirements 5. Add pipeline easement area to the table on the preliminary plat. Revised 6. Label lot width at the front yard setback to ensure each lot meets the 80 -foot required width. Revised 7. Regards to #71. Sheet 18_ Engineering comment: The City is requiring a letter from the landowner (C & W Family Farm Limited Partnership) acknowledging that the large ponding area is limiting the future development of the property. The over -sized pond is eliminating the potential of a future cul-de-sac with 8 or 9 residential lots. Letter from landowner sent to City by Lennar. 154, Joseph Jablonski From: Joseph Jablonski Sent: Friday, December 08, 2017 3:08 PM To: 'Stephanie Hanson' Cc: Nick Polta Subject: RE: Winslow Cover Review #1 Staff Comments Hi Stephanie - The below email is from a representative of the land Seller relating to items # 70 & 71 in the staff report. I hope find this addresses the concern. Please let me know if you need something different. We are working to address other items as well. Thank you. From: Joe Krekelberg <ioe.krekelberkOgmail.com> Date: December 7, 2017 at 7:56:19 PM CST To. Steven Ach-�Steve.Ach@lennar,com>- - - Subject: Winslow Cove Development ** External email from: ioe.krekelber @gmail.com. If suspicious, forward to: NotifvSecurity@lennar.com ** Thanks for sending us the information on the city of Andover's comments to your application for development of Winslow Cove. Yes, the family acknowledge$ that the proposed development will mean we no longer have access. to the railroad crossing to acces's the eastern portion of our land. The farmer that currently rents our.land is aware of this. Also we acknowledge that, as,we have discussed previously, the proposed development will require building'a larger pond to provide material for development: Let me know if there is anything else we can do to help. Sincerely, Joe Krekelberg Limited Partner C&W Family Farm Partnership LEI NAM Joe Jablonski Land Dev Area Mgr Lennar 1 J 15 5, LENNAM February 21, 2018 Stephanie Hanson City Planner City of Andover 1685 Crosstown BLVD NW Andover, MN 55304 Dear Stephanie; Our engineer has completed a grading takeoff for Winslow Cove and has determined that the site is short by approximately 30,000 cubic yards (CI) of material. Over -excavating the ponds as shown on the grading plan will allow us to generate the material needed on-site. By doing this we will be able to avoid potentially thousands of truck trips through a built out residential neighborhood. I am including an email from representatives of the seller confirming their understanding of using land for ponding. In exchange for the use of valuable land for ponding we have agreed to help extend utilities to the East side of the railroad tracks to property owned by the same entity. This will help advance the development of additional land within the City. While perhaps unorthodox, we recognize this arrangement serves benefit to all parties involved and is an important component to the success of Winslow Cove. We are hopeful that City staff will assist with the complicated permitting that will be necessary to complete work to go under the railroad tracks. Thank you for your consideration. Feel free to contact me if you have any questions. Sincerely, Joe Jablonski lr for of Land Entitlement Lennar 16305 361^ Ave North, Suite 600, Plymouth, MN 55446 • Phone: 952-249-3000 • Fax: 952-249-3075 Copies of five different draft preliminary plat layouts were provided for Commission review. The first copy is the draft preliminary plat that was presented at the last meeting. The next four drawings are possible layouts the developer is also considering. In reviewing the 4 new layouts they appear not to be too different from one another except for Concept 4 with the 83 homes being proposed. In either of the proposed 5 layouts, if the area at the north end that has been in question is not designated a wetland, is the Commission interested in additional park land to the south of Sophie's Park? If additional land is being recommended, staff would recommend the Commission consider extending existing the property lines of Sophies Park south to the new street that is shown on the proposed preliminary plat. If the area at the north end is determined to be wetland, is the Commission still interested in additional park land to the south or southeast (as indicated on the preliminary plat that was present at the last meeting) of Sophies Park? The US Army Corp of Engineers needs to make the final determination on whether or not it is a wetland area. Staff is recommending a trail in all of the concepts connect from Sophies Park to the proposed street to the south in Winslow Cove. Commissioner Lindahl asked for the location of the proposed trail and Mr. Haas stated it would run from Sophies Park and through the development to the south in Winslow Cove. There will also be a trail along the west side of Xeon Street NW. Commissioner Marinello asked when the answer would be received form the US Army Corp of Engineers and Mr. Haas stated that is unknown at this point. Commissioner Miskowiec stated he does not believe it is a true wetland and it will ultimately be graded out. He asked what the size of the development to the north would be and Mr. Haas stated it would be 80 lots. Commissioner Miskowiec would suggest the size of the park be expanded and would be in favor of taking a lot for parkland. Commissioner Marinello stated currently the `wetland" area is used and at times it does become wet. 4:� Regular Andover Park & Recreation Commission Meeting Minutes — October 5, 2017 Page 2 Staff is recommending cash in lieu of land. W N D The Park and Recreation Commission is requested to review the proposed preliminary W plat and provide direction on the park dedication requirements for the proposed White ui W_ z Pine Wilderness 3`a Addition. W 06 Motion by Butler, seconded by Marinello, to recommend cash in lieu of land for park M Er Z a 5 dedication requirements for the proposed White Pine Wilderness 3`d Addition. Motion V carried on a 6-ayes, 0-nays, and 1-absent (Angell) vote. O W CONSIDE WINSLOWCOVEP DEDICATIONREQUIREMENTS Mr. Haas reviewed this item as a continuation from the last meeting regarding the park dedication requirements for the proposed preliminary plat of Winslow Cove. Copies of five different draft preliminary plat layouts were provided for Commission review. The first copy is the draft preliminary plat that was presented at the last meeting. The next four drawings are possible layouts the developer is also considering. In reviewing the 4 new layouts they appear not to be too different from one another except for Concept 4 with the 83 homes being proposed. In either of the proposed 5 layouts, if the area at the north end that has been in question is not designated a wetland, is the Commission interested in additional park land to the south of Sophie's Park? If additional land is being recommended, staff would recommend the Commission consider extending existing the property lines of Sophies Park south to the new street that is shown on the proposed preliminary plat. If the area at the north end is determined to be wetland, is the Commission still interested in additional park land to the south or southeast (as indicated on the preliminary plat that was present at the last meeting) of Sophies Park? The US Army Corp of Engineers needs to make the final determination on whether or not it is a wetland area. Staff is recommending a trail in all of the concepts connect from Sophies Park to the proposed street to the south in Winslow Cove. Commissioner Lindahl asked for the location of the proposed trail and Mr. Haas stated it would run from Sophies Park and through the development to the south in Winslow Cove. There will also be a trail along the west side of Xeon Street NW. Commissioner Marinello asked when the answer would be received form the US Army Corp of Engineers and Mr. Haas stated that is unknown at this point. Commissioner Miskowiec stated he does not believe it is a true wetland and it will ultimately be graded out. He asked what the size of the development to the north would be and Mr. Haas stated it would be 80 lots. Commissioner Miskowiec would suggest the size of the park be expanded and would be in favor of taking a lot for parkland. Commissioner Marinello stated currently the `wetland" area is used and at times it does become wet. 1-7 Regular Andover Park & Recreation Commission Meeting Minutes —October 5, 2017 Page 3 Commissioner Butler stated he walked the park earlier today and the "wetland" was dry. He would prefer to wait for the wetland determination before making a decision. Commissioner Perra stated a natural area in a park is a nice feature. Ms. Carol Schmeichel stated South Sophie's Park is one of the nicest parks in the City. The park gets a lot of use. She has a petition signed by 40 residents who are in favor of additional parkland. More equipment is not necessarily needed. Pickle ball is a good addition to the park. One thing that Sophie's Park is missing is green space. Commissioner Miskowice requested to see the petition. He questioned if park land were taken would the Commission be interested in Lot #12. Mr. Doran Cote, who is representing Lennar, reviewed the Concepts provided. Concept #4 is preferred by City Staff and Lennar. The trail was placed on the west property line to minimize the impact on the potential wetland area. Commissioner Perra asked why Concept #4 was preferred and Mr. Cote stated it makes the lots reasonably sized and shaped. Chair Stenzel asked how much cash in lieu of land would 83 lots bring and Mr. Haas stated $252,000. If three lots were taken it would be $191,000. Chair Stenzel asked if the lots would be left open space or graded. Mr. Haas stated if a greenspace area is desired some trees may need to be removed. There will need to be some storm water ponding somewhere which the developer's engineers will need to figure out. Included in the Comprehensive Plan for Sophie's Park is approximately $10,000. Maintenance costs are minimal. Mr. Haas stated there was a plan to add irrigation at some point. Chair Stenzel stated he isn't generally in favor of taking land and would prefer cash in lieu of land. Commissioner Butler stated he would not be in favor of taking land in another location. The added maintenance would be minimal. Chair Stenzel stated he is afraid requests for additions to the park would come in. Commissioner Perra stated she would be in favor of taking land. Mr. Haas reminded the Commission that most likely this development will be done in phases. If park land is recommended or not, it is still a recommendation from staff that a trail connection be made from Sophie's Park south to the new street in Winslow Cove to allow easy access to Sophie's Park. The Park and Recreation Commission is requested to review the proposed 5 preliminary plat layouts and provide direction on the park dedication requirements for the proposed Winslow Cove. Regular Andover Park & Recreation Commission Meeting Minutes — October 5, 2017 Page 4 Motion by Perra, seconded by Marinello, to take lots 12, 13, 14 in land on Concept #4 conditioned on the non -wetland designation and the remainder of park dedication in cash in lieu of land. Motion carried on a 5 -ayes, 1 -nays (Lindahl), and 1 -absent (Angell) vote. DISCUSS PINEHILLSSOUTHPARKPLAYGROUND EQUIPMENT REPLACEMENT OPTIONS Mr. Haas requested the Park and Recreation Commission discuss Pine Hills South Park playground equipment replacement options. Since the direction is move the replacement of Purple Park playground equipment from the year of 2018 until 2019 which will allow time for the City Council to explore space needs and cost estimations for Community Center Expansion it is recommended that Pine Hills South Park playground equipment be considered for replacement in 2018. There are a couple replacement options for the Commission to consider. The first option to either replace the existing equipment with entirely new equipment or the second option is to refurbish what is there with new replacement parts which would include repainting of the posts, railings, overhead, climbers and the two -bay single post swing. To refurbish the existing equipment is estimated at $16,500 which would not include labor for installing the replacement parts. To replace the structure would cost $20,000 - $25,000. Mr. Haas noted there are some grants available. The Public Works Parks Department staff has some thoughts about replacing the existing playground equipment at the park. The thought is that since a larger playground equipment at Pine Hills North Facility is included in the Master Plan at some point for this property, it would be recommended to remove the existing 5 -12 -year-old playground equipment, relocate the 2 -5 -year-old playground equipment to where the 5 -12 -year-old playground equipment is and the two -bay swing set would be relocated to where the 2 -5 - year -old playground equipment is generally located. Mr. Haas noted the equipment currently in the park on a picture. The area where the existing swing set is now would become additional parking or green space. Staff would prefer additional parking be added. Mr. Haas suggested the Commission may wish to meet with the neighborhood. Commissioner Lindahl suggested refurbishing the equipment rather than replacement at this time. Chair Stenzel noted the ball field is used often and guesses most of the equipment use is by children in the park while their siblings play ball or soccer. Chair Stenzel asked how many playgrounds are in the City and Mr. Haas stated there are about 40. Chair Stenzel stated this park is in a rural area and he may be in favor of taking the 2-5 play structure out. Mr. Haas stated if the playground equipment was refurbished it would last another 15 years or so. Chair Butler suggested refurbishing would extend the life of the equipment and it may be a while before another nearby park is developed with equipment. WINSLOW COVE PRELIMINARY PLAT RECEIVED ANDOVER, MINNESOTA FEB 2 2 2018 I rill Q ,///L+I J�u l✓//i 'r'� l on� r[nuo 1�m AHHIIE xw ,sam A9ENx11E xw j� b - 1S1ND A1NN0E NW L.JI I, j f 2 I S 1 A ❑ ❑ ❑ \ u"l4 O % • -�12 VIE s i iru? , PREPARED BY PIONEER ENGINEERING, P.A. � Y f-- i ✓ i i _ ' _ _ BRIAN N. MOLINARO t -.'.. 1wTx fAxx rP REGISTERED PROFESSIONAL CIVIL ENGINEER - 47504 REG. NO. %le 1'% PETER 1. HAMIKINSON REGISTERED PROFESSIONALLAND SURVEYOR 42299 , REG. NO. LOCAITON MAP 0 75 150 300 GR"mC 8C.4L9 w FmT SHEET INDEX 1. COVER SHEET I 2. LEGEND SHEET 3-5. EXISTING CONDITIONS & REMOVALS 6-8. PRELIMINARY PLAT 9. OVERALL SITE PLAN 10-12. PRELIMINARY SITE PLAN 13. PRELIMINARY SITE DATA & LOT TABUL) 14. OVERALL GRADING PLAN 15. WETLAND IMPACT PLAN 16-18. PRELIMINARY GRADING PLAN 19. PRELIMINARY EROSION CONTROL PLAN 20. PRELIMINARY SEED PLAN —' 21-22. PRELIMINARY GRADING DETAILS 23-24. CITY DETAILS 25. OVERALL UTILITY PLAN 26-28. PRELIMINARY SANITARY & WATERMAIN PLAN 29-31. PRELIMINARY STORM PLAN TR -1. CONCEPT TRAIL PLAN Li. PRELIMINARY LANDSCAPE PLAN ,Tl -T2. PRELIMINARY TREE PRESERVATION PLAN RITE 1Gj DEVELOPER LENNAR .. I 1630536TH AVENUE NOR7.Ti I I' Ir, f I t rk;`y PLYMOUTH• MN 55446 I l �_____________ BENCH MARK PROMDEO BY ANOKA COUNTY SURVEYOR NO. 98.E31 PIONEEpl� .y��pM E ENGINEERING, P.A. E1.EV=898.802 (1988 ADJUSTMENT) ENGINEERING, P,goinee 4%ng P kw kw a. @E�FIISI%SNI�TLSF ILI) uu �mmd« m;«m nw P� x.s a,.nbw.'aav<u, '^. R. �. a-i-mr, o a Iso COVER SHEET LENNAR •�vNGRTTT WINSLOW COVE 1 oP 31 Fac 68t.3t88 t.9«aw,x�xei..,nu9 sstzo �,e;rr«Prx.� ®,a9 s,;.ms9eerm�,f d1� mtrmax a[rm sueaau.�u xc xo 0+w W�ibml'I zwamuaau�.,m xz�smmeacmmwl m. xaP p..,.y xrn - ,6ws 36refavF, PLYMOUTN•MRiNFSO'xA 55906 ,upGv9P. r.RrwRsorn S0 U T ld 0 - N, 7 j ? Vl,� .... �o k1v \M\\ al a �R V PISNEERengfneefiV uma'n.D, R�OUI-1914 Mellon Heighb.MN3519A1 I. alAGu "i jo, i 24�1� EXISTING CONDITIONS & REMOVALS -E"(5 -p - SAVE TREE REMOVAL AREA AdNGEO LIDAR DATA USED TO PREPARE TOPOGRAPHY UTILTrY QUALMY IS B BASED UPON CYASCE 38-02 PROVIDED BY ANOKA COUNTY SURVEYOR ID NO. BLUE 31 O -EV -898.602 (1988 AOJUSTN04T) SENCMARKISAPPROXIMATELY 70FEET NORTHERLY OF THE CENTERLINE OF COUNTY ROAD NO. 13 AND W FEET EASTERLY OF THE DRIVEWAY CENTERLI LEADING TO ANDOVER CITY HALL. 200 0 25 50 100 GRAPHIC SCALE IN FEET WINSLOW COVE 31 I E I8 - , �J� J T FN pj)s EXISIING SIGNS I -1----- 1— ME UNE 4G RRE NIS HOMEDwN RS)", - REMOVE EXISENG lo cl 5AVE TRESS E TLAND 200 ' I SAVE TREES % PIONEER_ IONEER ... -- --l. -�.. una�.�� 01-1914 17 LEM EXISTING CONDITI ONS & REMOVALS IM536DIAV � —111, � jv TREE REMOVAL AREA NOTE: MNGEO LIDAR DATA USED TO PREPARE TOPOGRAPHY UTffirrY QUALITY IS B BASED UPON Cl/ASCE 38-02 BENCH MARK PROMOED BY MOKA CCUNIY SURVEYOR 10 NO. BLUE 31 F EUEV=898.602 (1988 ADJUSIVENT) BENCHMARK IS APPROXIMATELY 70 FEET NORTHERLY OF THE CENTERLINE OF COUNTY ROAD NO. 18 AND 20 FEET EASTERLY OF THE DRIVEWAY CENTERLINE LEADING TO ANDOVER CrrY HALL. 100 GRAPHIC SCALE IN FROr WINSLOW COVE T-4 =.131 j 11111111 ...... .... TREE REMOVAL AREA NOTE: MNGEO LIDAR DATA USED TO PREPARE TOPOGRAPHY UTffirrY QUALITY IS B BASED UPON Cl/ASCE 38-02 BENCH MARK PROMOED BY MOKA CCUNIY SURVEYOR 10 NO. BLUE 31 F EUEV=898.602 (1988 ADJUSIVENT) BENCHMARK IS APPROXIMATELY 70 FEET NORTHERLY OF THE CENTERLINE OF COUNTY ROAD NO. 18 AND 20 FEET EASTERLY OF THE DRIVEWAY CENTERLINE LEADING TO ANDOVER CrrY HALL. 100 GRAPHIC SCALE IN FROr WINSLOW COVE T-4 =.131 OeU2 -VV cI \\ \ y r j l / n > ^ � OVE EXISTING FENCE � 1 st, PI8NEE Ne7vineering Zd22 Evteryri LDnw nu ,..n.m .wu 101)681-1914 1 aims, F, 68t-4188 Mend uHeiehra,bIN55120 www.Pmuxns.com ��.ai>cmwlmre;m. / ee FENCE O l :i ' REMOVE FLARED ENDS & PIPE GRADE TO MATCH DITCH BOTTOM. I. da / WETLAND 300 / -- EXISTING HWL=�891.6�5i/y>' \ i\ REMOVE IXISTN it l/ �\ h i i m Y 1 I I ( 1 y I d o Q \\ \ y r j l / n > ^ � OVE EXISTING FENCE � 1 st, PI8NEE Ne7vineering Zd22 Evteryri LDnw nu ,..n.m .wu 101)681-1914 1 aims, F, 68t-4188 Mend uHeiehra,bIN55120 www.Pmuxns.com ��.ai>cmwlmre;m. / ee FENCE O l :i ' REMOVE FLARED ENDS & PIPE GRADE TO MATCH DITCH BOTTOM. I. da / WETLAND 300 / -- EXISTING HWL=�891.6�5i/y>' / - ° l/ \\ \ y r j l / n > ^ � OVE EXISTING FENCE � 1 st, PI8NEE Ne7vineering Zd22 Evteryri LDnw nu ,..n.m .wu 101)681-1914 1 aims, F, 68t-4188 Mend uHeiehra,bIN55120 www.Pmuxns.com ��.ai>cmwlmre;m. / ee FENCE O l :i ' REMOVE FLARED ENDS & PIPE GRADE TO MATCH DITCH BOTTOM. I. da / WETLAND 300 / -- EXISTING HWL=�891.6�5i/y>' i m I - 77, rt ` 0 ,P� /8 /tiR� r'// REMOVE`.OUT.ET & RIP RAP a \ 1 / POND 300 I , 1 \ WUTLEj REMOVE E%ISTNC \GKAVEI. BOA01 Z—p Qow RELOCATE PRIVATE 11 < x^ UTILITIES AS NEEDED REMOVE E NG \ t L 1 I AININD W TREE REMOVAL AREA Bi NOTE: ppEMOVE E%ISTNG DE—SAC WINGS pESTORE YARD WITH BLACK DIRT SOD (� {{ y! \ , \• NINGEO LIDAR DATA USED 'ECUTE NECESSARY RIOATON SYSTEM (ODIFlCATCNS, cRA oUT,BOUNARD n r, 1 I I --- TO PREPARE TOPOGRAPHY RESTORE UTILITY QUALITY IS B BASED UPON (COORDINATE T1 HOMEOYMER) l I 1 i� Iv CI/ASCE 38-02 BENCH MARK PROVIDED BY ANOKA COUNTY SURVEYOR I�r—Xv`� i 1 zi ID N0. BWE 31 )/ 7 I 111 EIEV-898.602 (1988 ADJUSTMENT) BENCIAdARK IS APPROXIMATELY i, 70 FEET NORTHERLY OF THE11r i �`I,.. 0C i ``. CENTERLINE OF COUNTY ROAD NO, 18 AND 20 FEET EASTERLY OF THE i DRIVEWAY CENTERLINE LEADING r' I TO ANDOVER CITY HALL. 14V /....I I , 0 25 50 300 I crurwc scare IN xeer / - ° i m I - 77, rt ` 0 ,P� /8 /tiR� r'// REMOVE`.OUT.ET & RIP RAP a \ 1 / POND 300 I , 1 \ WUTLEj REMOVE E%ISTNC \GKAVEI. BOA01 Z—p Qow RELOCATE PRIVATE 11 < x^ UTILITIES AS NEEDED REMOVE E NG \ t L 1 I AININD W TREE REMOVAL AREA Bi NOTE: ppEMOVE E%ISTNG DE—SAC WINGS pESTORE YARD WITH BLACK DIRT SOD (� {{ y! \ , \• NINGEO LIDAR DATA USED 'ECUTE NECESSARY RIOATON SYSTEM (ODIFlCATCNS, cRA oUT,BOUNARD n r, 1 I I --- TO PREPARE TOPOGRAPHY RESTORE UTILITY QUALITY IS B BASED UPON (COORDINATE T1 HOMEOYMER) l I 1 i� Iv CI/ASCE 38-02 BENCH MARK PROVIDED BY ANOKA COUNTY SURVEYOR I�r—Xv`� i 1 zi ID N0. BWE 31 )/ 7 I 111 EIEV-898.602 (1988 ADJUSTMENT) BENCIAdARK IS APPROXIMATELY i, 70 FEET NORTHERLY OF THE11r i �`I,.. 0C i ``. CENTERLINE OF COUNTY ROAD NO, 18 AND 20 FEET EASTERLY OF THE i DRIVEWAY CENTERLINE LEADING r' I TO ANDOVER CITY HALL. 14V /....I I , 0 25 50 300 I crurwc scare IN xeer WINTERGREEN STREET N.W Ia 2018 - - - - - - -- - - - I r-------1 dr- - - 80 87 87 240 60 80 saiIIII1 I" IIIIIt L AND I.TTUTy 7 0 r r — — — — — — DRMNA- A U_2 No or EA—EiT- < -*b 4 15 2 3 i p 67 1 1 1 1 1 1 1204t 114 f 115.0 7 1 6 1 1 8 11 :t I I PAR9J' 9 1 1- 1?1 1 1 8 ly 9 10 12397" 12- 1 .5, 1 11 .21 12�70 PARK ---J L ------ -J L --------------- 1. _70 -- WETLAND re 67 F7 --- L o 152ND AVENUE NW — WETLAND'-4-QQ, I iiAGE ANJOE. 1'� is — - — - — - — - — - — - — - — - I t I 108 So L F '�_rNNAGE AND F-- _71 - - - - - - - 601 EAcE..T 2 1 1 -1 30 136,Izo 1 3 2 3 4 141.1 I IMM nq.., 5 610 I P ; 1 12 llsbf 24 137�f 4 1 "'S"Dn' 7 11 14702ef 8 L-- 1 L 1261W --- 1 34 195 4 72 I's g L _j -X oo\-4,p M58s, L-- ---- S� 45 u rW IN /4P 5 20 malar X 12Msf DINNAGE �sO 19 --------- UTHJT� E�MENT 1321.1, A, 12000.1 AOI, 15299slulaar 18t I 14 7 15 17 6 15,61. f /fin161wa1 8 l2eseD,r —5A _-4s15 10 1 -i L— — — —I 0, Wtlot IV -7 5b A 10 r 13 1. TOTAL GROSS AREA 10,4764 ACRES 2. TOTAL WETLANDS, WATER BODIES, AND NON -STORM PONDS (INCLUDING 16.5- BUFFER) -T6-- 1.91C ACRES M TAL PUSI-C PARKS/OPEN SPACES AREA 0.8626 ACRES 4. ARTERIAL ROAD ROW 0 ACRES 5. FLOODPLAIN 0 ACRES 6. GAS PIPELINE EASEMENT 1.3693 3ACRESNET AREA 36.3304ACRES NET DENSITY 2.2020 LOTS/ACRE GROSS DENSITY 1.9765 LOTS/ACRE TOTAL LOT AREA 321581 ACRES TOTAL -RICHT OF WAY AREA -- ZA557 ACRES NUMBER M LOTS 7 0 TOAD .111 1.0130 MILES DRAINAGE AND UTILITY 1=7n EASEMENTS ARE SHOWN THUS: 410 R. LOT E 122sbf ZnIsin -------- ---- DRAiNAGE ING LOT LINE WETLAND 20Z WETLAND lines unlessothcrwlse indicated, and 10 feet in being 5 feet in �fdth. and adjoining and ..r let width and sdjmir., West lines lint line. iinfess 0 25 50 100 otherwise indicated ori the 1.1. G�EHC SCA LE IN FEE PIONEERenoineminp, un Eue"be Didee (01)681.1914 F.,, al -9186 ORMNAGE 40 NA V / I 41035.1 � 41011n11T2EA9]....... 60 w'00 3, TOTAL PUBLIC PARKS/OPEN SPACES AREA 0.8626 PNO UnLI EASEMENT — / 6 4. ARTERIAL ROAD ROW 0 ACRES I 10 0 ACRES I- 1.3593 ACRES I1a1�,r I I: I PARK ACRES 1296sf I 2.2020 I 1 GROSS DENSITY 3757) f I = 1 TOTAL LOT AREA 32.1581 ACRES II II II 7.4557 / I 1 II m L---__-_ 80 II / I „fifixr 2 I I 3 it 1 ROAD MILES 021533]8( 1 1 30aJhl IN -- I I I I ai ---1 L______J L_________�-f ao ,w — --� r-- °° —-- ---� r --- 86 3 I I i t I I 1 1 -'o I ' I I 4 I I I I I I j 1 1 5 I I I i f'°-, 11453er I I i+ n96ar I I 6 13573,1 r ---- .^u. 1552sr i 7 I II i t I I ib I I I i IIII 14702.f 1 i , $ I 1 1 L_-'---1-1 I 11^ I I2619sr I L- 9 I I 10 J L_ I _ _____J 11785.1 1 Ia I Ij 11 53168x! i I I' 1s633,r L______J I,R %.. 42 L__ -_J L_ 3t \\\ 85 W 80 20 j / U 5 ay '� 93 17181x! / / \ ,DD \ / / DRANM£ iAnD antt EASENEx ll s \ 19 ' le,o�01 p ,1 \ 1-3 11e 'Pik, us � \ 14 3f 1ae2 I 444180 1 1 15 I I 12000sr / 17 I I \\ / 16 1 160968! i i t6lbsl \ \ ��—j3 \,a, fi4 i 6s`^ Ito ml 10 40.4764 NA V / I 41035.1 � ORNNAGE PN / I --unutt Ensu WETLAND \\\ l I WETLAND ` \ TL \ TEE ^tl`Aye Mendda Fux:681A488 ]leighrs, hlN SSI7A e sm, www.PianaernE.wm �tr:u. / I 12 \ 327saar \ \\\ 17 1 16 \\ \\ 159120 , ( 167098! \ i i I / 18 °a\\ L,853W 32 112et4af I 422717,11,0101 L_____J4 25 52ND AVENUE NW SII 5 23ooasr 6 g 'I ,6069x1 8 \ / =I j 1250N I� 7 L -o -Tao ---' Lm -----J I 90 mo _ --- r -----to----• 147 %Vain EE V yl j I I 1 12 12547.1 iI 1 1 I 161,4.! I ,x939.1 1 1 / / 13 \ N sz\ e / I _ 151ST (JANE NW I F— I i / 19Ja4af i i 18 i t I I -,\ \15 sq—,I I 17 I \ \\ n87.1 I I I lee 1079a1 I I \\ \ I: 16 \'\� I I I I I I I L_ i t \\ 1 1 L________J -_--_J \ / 215 6 -- -„9 'a, __ -° __--"1 r ---------J /-------� 154 I I 21 19 ie 20 �i i zzel »I el ,61mar I I I I // 22 1 2404sf I I I I I I I I g i I I I i i i ay i i I I II I DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: REAR LOT U E --------;J----T----- An,an G LOT LINE o i r5 e J L___S_____ ANUMNC STREET being 5 feet in width, and adjoining and rear lot Ila” unless otherwise Iadkoted, and 10 feet in width and adjoining street line. lot Ill unless olherwNe IndlCated on the plot. I •nn: M r.F Im ,.. IN:n enmmllmnn( weal .,aWNsaw wuus 2xD ADcmal. 7aewa cwmy. ul.a..am. 1. TOTAL GROSS AREA 40.4764 ACRES 2. TOTAL WETLANDS, WATER BODIES, AND NON—STORM PONDS (INCLUDING 16.5' BUFFER) 1.9141 ACRES 3, TOTAL PUBLIC PARKS/OPEN SPACES AREA 0.8626 ACRES 4. ARTERIAL ROAD ROW 0 ACRES 5, FL000pi-Aw 0 ACRES 6. GAS PIPELINE EASEMENT 1.3593 ACRES NET AREA C_1-2-3-4-5-6) 38.3304 ACRES NET DENSITY 2.2020 LOTS/ACRE GROSS DENSITY 1.9765 LOTS/ACRE TOTAL LOT AREA 32.1581 ACRES TOTAL RIGHT Of WAY AREA 7.4557 ACRES NUMBER OR LOTS 80 ROAD MILES 1.0130 MILES I I I I 0 25 50 10 GRAPHIC SCATr. IN FEET W II1611TOS9F�1'-PV.T 2422 En1eRNimlhive� �(Edl)681-1914 6 6 40.4764 gdil 2, TOTAL WETLANDS WATER BODIES, AND NON -STORM PONDS (INCWOINC 16.5' BUFFER) OM In �/� 0.8626 ACRES 4, ARTERIAL ROAD ROW 0 ACRES 5. FLOODPLAIN 0 ACRES I � 1 N ACRES N - 36.3304 ACRES J I N x 220211 I // 2IN MOSS DENSITY 1.9765 PI�NEERewng� Ween � o `-=7 —,—• ACRES Ilan Enlermi (65i)681 -191a Fac 681-9x&4 me m:mmmr mm'l�i4m atiwlq N,me �:.�. &m N.' row \�7 w,ausumwkMammwtnan� w'1i nw. case, o(Ninvmv VcbM i'IS01 Dv¢dE.16'tlll /Q I \\ i 1 ROAD MILES 1.0130 MILES l ----------------- N 1 le I I Ir I Ina i it N% I L____-____-_\� jr----- i / I ° `------------J ILS asi-----�+' / / / ` 1N3X3SY3 AYMWOtl dE50dO9d �%' ' I. a Z ,I1 ) 1 �i 64 I L_____09t—_—_—_J --------------I Q 1 / L-------------- Ir " �' ,zi I I a0 B I i .. _Ill j _-ttf�9____ .- r-------- 1 -----, Is I 01 : I I _ / I 1 I ID mi N,', 1 of of I fiL 19—J L—. I 1 is It: I I \ II \ I I ` 00 I I 01 n XEON 0 50 II WETLAND k0 a 40.4764 04 2, TOTAL WETLANDS WATER BODIES, AND NON -STORM PONDS (INCWOINC 16.5' BUFFER) 1.9141 In 3. TOTAL PUBLIC PARKS/WEN SPACES AREA 0.8626 ACRES 4, ARTERIAL ROAD ROW 0 ACRES 5. FLOODPLAIN 0 ACRES S. OAS PIPELINE EASENENT 1.3693 ACRES ZQ 36.3304 ACRES NET DENSITY 220211 LOTS/ACRE MOSS DENSITY 1.9765 PI�NEERewng� Ween � o `-=7 —,—• ACRES Ilan Enlermi (65i)681 -191a Fac 681-9x&4 me m:mmmr mm'l�i4m atiwlq N,me �:.�. &m N.' row MudoW Htighrx. bB455120 NWw.P:OnC[Rng.Gom w,ausumwkMammwtnan� w'1i nw. case, o(Ninvmv VcbM i'IS01 Dv¢dE.16'tlll /Q I \\ i 1 ROAD MILES 1.0130 MILES l ----------------- -------' IDS ___ I J / / / ` 1N3X3SY3 AYMWOtl dE50dO9d �%' ' 50 II WETLAND k0 a ter 111 , is o u LM16t] PRELIMINARY PLAT 21-li-UTAGryCmmnY Dy" NAp Wllol 1.^N..s'seats 2VD eealtst Mnl. C..'K Mmesu\a 1. TOTAL GROSS AREA 40.4764 04 2, TOTAL WETLANDS WATER BODIES, AND NON -STORM PONDS (INCWOINC 16.5' BUFFER) 1.9141 In 3. TOTAL PUBLIC PARKS/WEN SPACES AREA 0.8626 ACRES 4, ARTERIAL ROAD ROW 0 ACRES 5. FLOODPLAIN 0 ACRES S. OAS PIPELINE EASENENT 1.3693 ACRES ZQ 36.3304 ACRES NET DENSITY 220211 LOTS/ACRE MOSS DENSITY 1.9765 PI�NEERewng� Ween � o `-=7 —,—• ACRES Ilan Enlermi (65i)681 -191a Fac 681-9x&4 me m:mmmr mm'l�i4m atiwlq N,me �:.�. &m N.' row MudoW Htighrx. bB455120 NWw.P:OnC[Rng.Gom w,ausumwkMammwtnan� w'1i nw. case, o(Ninvmv VcbM i'IS01 Dv¢dE.16'tlll ter 111 , is o u LM16t] PRELIMINARY PLAT 21-li-UTAGryCmmnY Dy" NAp Wllol 1.^N..s'seats 2VD eealtst Mnl. C..'K Mmesu\a 1. TOTAL GROSS AREA 40.4764 ACRES 2, TOTAL WETLANDS WATER BODIES, AND NON -STORM PONDS (INCWOINC 16.5' BUFFER) 1.9141 ACRES 3. TOTAL PUBLIC PARKS/WEN SPACES AREA 0.8626 ACRES 4, ARTERIAL ROAD ROW 0 ACRES 5. FLOODPLAIN 0 ACRES S. OAS PIPELINE EASENENT 1.3693 ACRES NET AREA (=11-2-3-4-5-6) 36.3304 ACRES NET DENSITY 220211 LOTS/ACRE MOSS DENSITY 1.9765 LOTS/ACRE TOTAL LOT AREA 321581 ACRES TOTAL RIGHT OF WAY AREA 7.4557 ACRES NUMBER OF LOTS 80 ROAD MILES 1.0130 MILES DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: ( REAR LOT NNE ----N- w m. .NC LOT UK -- i s -� = r = __ L _J L --- ApJgNINu ST'EEi being 5 feet n wets, and arear ILII 0 25 0 Ines unless otherwise indicated. and 1 d O fee: t width and adje n n9 street Un. lot Lne, unless offl.,se increeled on the pla4 GRAPHIC SCALE M FEET tuevoamassxFn'awr WINSLOW COVE g DP 31 ANpOVER. M4NNPSOFA 4 8 VF \ MAIL CLUSTER BOX UNIT (CBU) SEE SHEET 24 FOR DETAILS , 22 17 __: r �� .� ` 27,x' `, /�/� °0" _ __•\ \ ` w \ POND 200 �. (` WERAND 300 :\ \. .\ — � � - ^"_ _ _ _ ;,. _ ___ ___--------.�--------- SIDE ]0'LIVING 6'GARAGE CORNER @ROW 35' R(k1NGY1RBBJ Vii. '`\,\ COUNTYROAD r?= df X-1 F' `�,wyI'i 165' LOW OPENING 2'+HWL -500 y . t ,� R4/ BONING C., POND 400/ 3'+EST. /wi�vv s�C ESTIMATED SEASONAL HIGH WATER EL. No ao'h d/ - — - -= I IN,? INE-SZREET 4w SIDE ]0'LIVING 6'GARAGE CORNER @ROW 35' REAR 30' COUNTYROAD 40' WETLANDBUFFER 165' LOW OPENING 2'+HWL 2'+POP LOW FLOOR 2'+HWL 3'+EST. SEASON HWL ESTIMATED SEASONAL HIGH WATER EL. 887.0 u(b.81)6R1-t914 ��•A'utiNemcua�mwa�'N'mh Nuz .Br=. %1y7� .R�t-�-m�;C+wawwim 2422 Eotery:iu Drive xeu u>nso:.xrew men myemnmw�ammaar ' Membu Heighu.MN5S120 Pvx:fi81-9188 wamnY um.ae:.,rv.mirntl� >m^'h'Fblwn 21-t9]p1ARry Cmmnm WwW.Pianalul8.pM11 :ulx Je4vF N4�SwealMwvda If<&ItO. .f]50f Duc (0.16]➢(f 12163YIHGIY C<- 4 POND 300 r < ,/Kl \ \ / ,/ BENCH MARK 0 00 t00 200 `\ PRONGED BY ANOKA CWNTY SUR' 10 NO. BLUE 31 EL =898.602 (1988 ADJUSTMENT) GRAPHIC 3C.4I.E IN FEET oo-ENG�tTosSlm£r�tirt � , a-7 ..l .i) ... .... y I 1 O � �c-- ---I r- ----- ----I SOPRrlE'S PARK `-- %'�,f1'�. R oauxacE AND :mum jEiHACI< I I III I I 1 :_�!�,_ 9 10 91t S,iRI�TYP3.G /'`./ �ttY ,-�G,��s�/.0, �-�i`4;:=1',,'-.:' �6`\y' \b�'\• `\\` . � rJ\/.` �\>\\../.\,\\� o o i\�\,`\"\+\ \ L,.-, . _�<+ __ I.LI �=-JI ILII 1`M.� _ _-42 6I II I PARK v 3ON6 SETBACK -/�B'BINMIOUS RAIL S SOLDPROPO 10. ti!�n'•o' II +i1I ' S PRSPOO:'1VRN WETLANa 400 ARO.B.6 ,� ''U11Dtt EAaDeFNi \ A -� _ 152ND AlE NW - - _ c4 I � Ck yy / ya4 a h ,d 356. ONTi ALK 4 `\_caA�./ .�_ ._-'�,=- t �y o] I $5' FRONT SEi6q I I I \ \F I I � I I.rin„ I \� 8 \ \ ( 1 I 2 11 1 35• 35' Ell i lE6P �'L i I i !J 13 900 : \ �. o. W..60----+ I I , I 1a \ \ x I II III 4 I. I I 5 o > I ) I I I I 11 \�'_"� mF o I I �Ii 6 v \&°�,. / \- �' :,,�`/ \`\ `�` \\�sa? I i�1-. ax.D�-- -Ii11 i i i i I I i N� i j 7 Iz6.1ITf-ft�-����'. \ ,, gSa ._:a a""""'� .` 'R� ,, '� T<. -/.� �\\ ` 1; � ��� ����� \ '•ro `�J L._ ____J L____T_. /'�-- -�-� ='=-1 ___-� J I � I I r,xP \ !' �`^ 9 �O1 rb ' e--`_,,\\�` -__ - I I I h� \ yz/,, ti.\ 4 --_- ? \� -� I,a lol �� =rti ti. 11i1� /I 111 � ` r II ac4n`` Fyl� �.` F`\ ir'Fl1in'VJ�?'�}et,e�". `\,p,' / a•/ f� '9� <� ,'/ / 19 `�X 14 MAIL CLUSTER BOX UNIT (CBU) ;\`,• - " SEE SHEET 24 FOR DETAILS t uTnzv.,s'cas ui6Sl)6341914 CURVE TABLE SII-I-'1➢Ii,+N+Rer4lm CURVE I DELTA LENGTH I RADIUS TANGENT PC PT Cl 38'34'44' 95.19 1 142.86 50.00 0+15.38 1+11.57 C2 435'24' x0.11 1000.00 40.08 2+19.09 2+99.20 C3 45'24' 80.11 1000.00 40.08 3+75.26 4+55.36 C4 10'46'45" 216.35 11150.00 108.50 8+35.91 10+52.26 C]N531" 93.00 100.00 50.17 0+86.32 1+79.33 CB 151.61 300.00 77.46 5+73.94 7+25.54 C9 183.92 1 380.00 93.80 7+25.54 9+09.47 uTnzv.,s'cas ui6Sl)6341914 au SII-I-'1➢Ii,+N+Rer4lm Oue IB.lblt Ll '1422En¢ryriw DriMwu �tR%uti%trumiaVW MVa�N' Nme /l�iau� rmOamy°'""°^°"novvv0ih^' i+amisa%� PRELMNARY SITE PLAN Mrndum Hu9htx bLY S$1'lA Fux:681-wa8 ml�n`'od- rin 9.h16]OtB �rCmmeW mi rAe 161os awt M.YNOL-1'f WWW.%WeGCnB.WIN mh�a4]x eta olAlhuw IfeF Nu i]SM Rw 46,W0,7 Paw V(A ®311]iiave Egivmin4PA. 0 \ < - L ---- - I i 171M 'z' 16 15 (WETLAND 200 00 25 50 0 GFUJIMC SCALE W MT PENCN MARK ID NO B BY ANOKA COUNTY SURVEYOR '\EI N0. BLUE 31 � ELEV=898.602 (1988 ADJUSTMENT) NSYGI,]10131iE8R3l,£ WINSLOW COVET oP 31 ANDOVER.MWNPSOTA -= z/ /Z -OPRIE'S P"ARK ,1 I FX- 7P 4.41-85 � �' -----, r-------, r-------, _ _ t ;' L.P. 30 .A I}EMACK_ _ iI I III i I i �.. oRavu:c.F rvse pCu:� EASiuEh>.• - /_ rI PC: 0+09.52_; P \\ 7'---fl}� IC "- ORznR(£ vJU^utt EasaEVr r I10� L 4 r --s r- -, III I III I�I 1 BoJ. J.��- 1YO' REgR SEiBA K:Bit, I I- _ I I 66' oxn, REAR SETBACK / i I _..__._J -I I 1 Y III I ISIIII I a III I III I I 5Il' IIi 1It J- . I II II 4{{{i�9���in333 PARK 35\ '8 I is; 11 I(8IDIL I 1 i ----- Ez----- +IO1i III 'aiIII I 3 8' BIIUMIOUS iMLETBACK 2 /i IIiL'/ IL /I4_ i 123 \ 35\ 11 1 \•L.o' � '_ 152ND AVE NW-�I — n / III 3a FRON�51 SACK D --tip, _ 4 iY�m1�'t�em" omw 1. j a•fo _ 5 -7-7 DAVE W 85 FRNT SET6A CS �0 - I hoA 31jIri--- _- i9 III IIIII 1-7 Lf� r-�_ 2 4 I 1 6I i I II II hIiI1 0' REA`�1 1I, \iiiI 1 \,\\\ \\ \\ \\\ \ 6 7 I2AjLL�® I I r8Y 35 9 8 8 10 I T 7 L—_____1 - __-_ R SE'IBNC I -� K1 -896.9 OND 1,00----- --=i /r---1 DRAINAGE AND \Unutt EASE MT - - - .l EIL------------ ------ - - ; - Unum EesEucN>`�. i � F4/� , / ��- / 9• 19 / � �., e / _ BlroMlo p� i I i / 6 / `' > / C\�0'1'j`.0 //i •eO�"__J J/��-�_----'tio wr '" ,1 \ II I I I i - WI 13 10 I II 351 135 I i 11 i / / 14 15 16 � a,: - I 17 < 2 \ \ \ 1 F-• ' 1�. 3 MAIL CLUSTER BOX UNIT (CBU) SEE SHEET 24 FOR DETAILS - ,o LANE NWPo L- 151, LANE NW s ;_I 1 I w 5'± I--7-, \`- - /11j1 15 3513ff 3s 18 ii ii e \\\ 15 y SINGLE FAMILY SETBACKS �_ \-=' I I I L_ _�•1a•_�J i I I I I I \\ I -~- FRONT 35' 3 % ��.- `�a. -^N" \ S\ / J L ------ SIDE _ _ J R a - v L 30• RE 1 IEIHACK I I \ \\ SIDE 10'LIVING q�4- p ` . - \ �- -- R _ 1 nD • I L H_ I L \ \ I 6'GARAGEPnuivoEaffu�ur -�r_ i 1 \\"� ' 01 r- HN1 Ss95+''•J L \` J WETLAND - �' CORNER 200 ROW 35' �\ , �. I B{re� _1 r ROAR 30'� \ / I +- ,00, _1 I I S 1 0 1. r I/ COUNTY ROAD 40' _.-` \'� ". � � I I ___ s ____r_ � I 1 ---- WETLAND BUFFER 16.5' LOW OPENING 2'+HWL , 2' +EOP '\. �. •;�,>` ,' ( aE"R \\ 17 I 1 1fi LOWFLOOR 2'+HWL - `� `� / �'/\�� I l i 135' i I I I i i / o zs sD 100 20 i 3'+EST. �'. I \ �/ I I ; "•'I I 19 I I I +- - .w _ -L t SEASONHWL``; 7- J �\ I \\'' J n 22 GRAPHIC SCAU IN FM w _i___- I T- aJ. 1 -'--/ / b PSR HOED BY MOXA CWNTY SURVEYOR ESTIMATED SEASONAL. /18 )l t ® \ ws ra :I r -I I ' /< .6 m No. BLUERK I-IIGH WATER EL. 887.0 i i ; `\ \\ • \ S ( / \ �� I P�- — 1 r 31 ( n I~�1 04 94 I P 1 ♦ \ PI8NEER t J / _ ELEV=898.602 1988 ADJUS MEN MEyG 11 :1055REGlyT1E 2422 Evteryriu Dri u\vrw.xvcav(651)681-1914 McxBota HtielLLt,bIN 5512!' Fut 681A488 www.ponartn8.cam CURVE TABLE CURVE I DELTA I LENGTH I RADIUS TANGENT PC PT C5 2019'49' 319.35 900.00 161.37 11+22.48 14+41.83 C6 933'05' 10002 600.00 50.13 15+0817 16+0820 CIO - 19'58'26' 115.04 33000 58.11 9+6139 10+78.43 C11 1353'11' 10237 42238 51.44 0+09.42 t+11]9 C12 1312'23- 172.87 MOO 86.82 1+80.00 3+52.87 L- 151, LANE NW s ;_I 1 I w 5'± I--7-, \`- - /11j1 15 3513ff 3s 18 ii ii e \\\ 15 y SINGLE FAMILY SETBACKS �_ \-=' I I I L_ _�•1a•_�J i I I I I I \\ I -~- FRONT 35' 3 % ��.- `�a. -^N" \ S\ / J L ------ SIDE _ _ J R a - v L 30• RE 1 IEIHACK I I \ \\ SIDE 10'LIVING q�4- p ` . - \ �- -- R _ 1 nD • I L H_ I L \ \ I 6'GARAGEPnuivoEaffu�ur -�r_ i 1 \\"� ' 01 r- HN1 Ss95+''•J L \` J WETLAND - �' CORNER 200 ROW 35' �\ , �. I B{re� _1 r ROAR 30'� \ / I +- ,00, _1 I I S 1 0 1. r I/ COUNTY ROAD 40' _.-` \'� ". � � I I ___ s ____r_ � I 1 ---- WETLAND BUFFER 16.5' LOW OPENING 2'+HWL , 2' +EOP '\. �. •;�,>` ,' ( aE"R \\ 17 I 1 1fi LOWFLOOR 2'+HWL - `� `� / �'/\�� I l i 135' i I I I i i / o zs sD 100 20 i 3'+EST. �'. I \ �/ I I ; "•'I I 19 I I I +- - .w _ -L t SEASONHWL``; 7- J �\ I \\'' J n 22 GRAPHIC SCAU IN FM w _i___- I T- aJ. 1 -'--/ / b PSR HOED BY MOXA CWNTY SURVEYOR ESTIMATED SEASONAL. /18 )l t ® \ ws ra :I r -I I ' /< .6 m No. BLUERK I-IIGH WATER EL. 887.0 i i ; `\ \\ • \ S ( / \ �� I P�- — 1 r 31 ( n I~�1 04 94 I P 1 ♦ \ PI8NEER t J / _ ELEV=898.602 1988 ADJUS MEN MEyG 11 :1055REGlyT1E 2422 Evteryriu Dri u\vrw.xvcav(651)681-1914 McxBota HtielLLt,bIN 5512!' Fut 681A488 www.ponartn8.cam 14 15 i 22 I BURLINGTON NORTHERN: RAILROAD OAR SETBACK f �- :i 23 �t 2 24 i : I: z Q 9aN i I IL.P n 0+862T, I I f I 15 - a 16 / $ISI r '1 °,- -_j _ PQ9 � iG R3601''-- II i l 17 /1 13 t l 1 ti 12 \ \ do\ PI0NEERn_e_ ng0Ag �161pi%1-1916 I gUtiryaunupa.ap.pxdq Heo:e 2dYt EI¢ryrira Drim Iz�umxcwx me ammmyS a.pw.isonammnl Meodom HcighgbIN 55120 Fu 6b1A488 w"per. u.�evt�,ma wwwbnOmcrcn&COLI ,vAJe MS H:hv Sue Ndtimm4 MaSYw .Y/91 ®'.St] Ae mn 5ntircainz PA Y g AV 8' 811UMIOUS TRAIL "i/ //, 0'lc WETLAND 30t� '� / Al i / I ao 1 y� / zc / I / I• I i I I / I.II-I-mii l+pu AentimLE xwamlaoly<�..:�, m. rAP PRELIMINAKYSITEPLAN 1636s6crH mo ae-1sml� xa16a01eGrC mme�s d.w vtle PLYMOLTR. Em �I II ---------------- E "------ - POND 300 1 I 1 I I I I I I I I I I I I I I i I I I I I I I; I li I I I I I I i ��_—r;m-8�^.9= _= 91Li1E1'-834.9x= ._ _____ �• I ' 1 -------------------------- �� I , I .______________________________ 1 i — MAIL CLUSTER BOX UNIT (CBU) SEE SHEET 24 FOR DETAILS r I 1 _ SINGLE FAMILY SETBACKS -- CURVE TABLE CVRVE DELTA LENGTH RADIUS TANGENT PC PT C13 52709' 104.68 1900.00 5238 7+16J5 8+21.42 C14 1015'07" 1]893 1000.00 89.71 9+04.84 10+83.8] C15 4'41'06" 10830 1300.00 53.18 11+55.13 12+61.43 C16 ]'32'30' 131.63 1000.00 65.91 15+61.51116+93.14 ID NC C17 9'55'47' 69.32 400.00 34.75 0+16.92 0+86.24 _ SINGLE FAMILY SETBACKS -- FRONT 35' SIDE 1U LIVING 6'GARAGE CORNER @ ROW 35' REAR 30' COUNTY ROAD 40' - WETLAND BUFFER 16.5' LOWOPENING 2'+HWL 2'+EOF LOW FLOOR T+HWL 3'+EST. SEASON HWL PRROV ESTIMATED SEASONAL ID NC _ HIGH WATER EL. 887.0 ELL„- WINSLOW COVE IonTH CA SSd46 ANDOVFX. MINNF501A 0 26 50 100 GRAPHICSCALE � I MARK ED BY ANOKA COUNTY SURVEYOR BLUE 31 98.602 (1988 ADJUSTMENT, oo iv 71marecrsre 12 o 31 I ! A y \'LP.'8'' '1 Lc V ^y.,rt"l. \ .. '+ N `_ •_ a •\ - 1 f \ \ r JY GROSS RESIDENTIAL AREA \ \ WETLANDS, WATERBODIES. AND NON-STORMWATER \/ \ PONOS (INLCUOING 16.5• BUFFER) \\ PUBLIC PARKS/OPEN SPACES :.:M RIGNT OF WAY PIONEERew-neenirg 2022 Fg1L1PIfY DSis� unn.�.xmaa (653)681-1910 MWld6m Heighn, D11Y 5512E Eax'681-9188 www.Pioneuulggom NOTE: PROPOSED PLAT LOCATED IN THE COON CREEK WATERSHED DISTRICT •LWIiW086EYAl9xPp9R0VF0VER WRLY'S W W WGYIATOX 9 (INCLUDING 165BUFFER) 3. PUBLIC PARKS/OPEN SPACES 0.8626 AC 4. ARTERIALROADROW 0.0 AC 5. FLOODPLAIN(EXCLUDING 2 ABOVE) 0.0 AC 6. GAS PIPELINE EASEMENT 1.3693 AC NET AREA (=1-Y3-4-5-6) 36.3304 AC / NET DENSITY 2.2020 LOTS/AC GROSS DENSTPY 1.9765 LOTS/AC \\ /'• TOTAL LOT AREA 311815AC ° as x 0 TOTAL RIGHT OF WAY AREA 7.4579 AC \\ TOTAL NUMBER OFLOTS 80 LOTS GRAPHIC SCALE IN FEET ROAD MILES 1.0130 MI BENCH MARK PRONDW BY PNOKA COUNTY SURVEYOR ID N0. BLUE 31 ELEV=89&602 (1988 ADJUSiMENn LOT BY LOT TABULATION IOTY BLCQ'Y'XOLLti THE GIR)E911NE WOAGE ELNPTONAT fl oft DRIVEWPY EIEVPPCN OMVE WWRCOR; GR.yDEI%I FEEVPTOX i6rypPd3 WDNOIR � ) WENIHG UWAlION ]OKARHWI 'FA4NGfNC1". 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WD _90$ Xfi8 _ 9N3 1 91.13 _ 60 Til )A 7 901.3 ffiS N2d 908 6)9 928 83)9 _ .M]_R 9338 08).0 8 3 VA T60 9lli5 ).0 9,Y5 9)30 900 1 F9J W].e W) 08)0 9 3 ND 90]fl 9109 68 901.9 936 Sia ®]9 9J].fl tl)A ]0 3 N9 Stl30 1 910.3___6 I 943 A2B 9A8 ]] 3 LO 9M4 9X0 39 _94.0 90A T30 9030 __tlJ9 ®]9 9AH _88).0 ffi)q IS 3 LO 901] RRO ].B ffi6 9HA 900 tl>9 9T8 q)A 13 3 WO 9A] 9103 fl0 9Y3 9338 ffi8 9 918 ffi10 N 3 NO N].3 91.1.3 7.5 ffi3 938 928 ffi)9 80.8 883A 15 3 NO 9066 910.3 fl0 ffi.3 9R8 9020 919 9148 .0 16 3 LO 9n6 0 ).$ 900 930 9030 ffi99 Aga . 89.0 ]) 3 LO 9X 0 . 10 910 ALO 9010 979 9038 9J. 0 ]0 3 WO .3 9]3 9163 fib 9023 920 9028 919 9030 00.0 l9 ID 3 3 M NO 9T.R 924 9103_yI- S$ � 9163 I 65 �A`23 ' 9023 93A_ 928 92R ffi8 __ 9).9 9I.9 R 918 ffi),0 E8).O ] a 10 9051 Y97 30 9X1 9M.) 917 9D19 BB1D 3 3 4L4 4 R1LO . 9113 d0 9]i.,33 9]S 901.5 911 9029 929 A wA a a LO MS .9 9E.9 6'/ T19 9X9 909 916 903.9 p4.0 5 4 LO 9065 1 00 9)19 N3.9 9049 93]6 9029 6 4 10 .1 • `0.9 1.9 '919 � 949 916 ffi.9 8a).0 .0 I a lO .1 9W.1 499 63 'TL9 : .1 9)19 919 9I 929 eIX.D A 4 IO 916 910.6 69 '95.6 Yla.6 ffi6 914 9pi9 ffi)A 9 LO 9J.8 93]S a0 '9N1 Ybl 96S 91.4 9E.9 ffi!0 10 IO AV) MOA 10 924 9Xa 9S4 RNA 949 W. Rnlq 936 tln.t ss 4 WO/SNO 9Sa ffi3 ao 9W.3 9La 91a E9i.1 EBNA 13 LO 9XA M0.S 1.9 R21 Wn] ffi] -/A R9¢S IH1.0 iC 6 LO 9]SA M62 36 _ 92J _9Yi] 9RJ N/A 15 4 LO AV3 91.$ 66 iB9S 93S 9#$ ml 901.1 Btlq ]6 4 0. 915 91.6 S3 '@M.6 N/A 9'Ja.l 895 1) 9 0. 9025 9Ks 6A a9A0 XA 9W0 MA 09$1 a81.0 ]9 _ 4 4 LO IOALO _ 9R_9_L 9R0 !O5.] 9X.a ...68.__ 45 89).4 AMA - 904 WIII 4gA4 --mL4 tl44 C6.1 88JA 1 5 R923 .3 fig '89.3 H P 9S8 91.4 99.$ a810 2 5 ft 931 955 S1 •9).5 NA .5 91.4 9022 Btl.O 3 s R 9033 $R3 67 98.3 N p 9J58 N A 9Il$ �.0 6 5 P 029 96.0 66 18 NA 9]63 N/4 94.E 9).0 5 5 fl 9[i.1 16 9).1 NL .6 N P moP810 6 5 LO Sit !M3 7.3 8A3 W.9313 WA ) 5 LO 9H5 9I6a 66 •99.a 91A 914 9R9 .1 ee)A 6 5 LO 93I 961 66 'ffi1 911 91] 969 ffiS ffi)A 9 5 10 902a 9US9 31 '9)9 939 9019 969 8As ffi6 ]0 s 30 _ 9020 9Vi5 PI).5 - ffiS__8M9_ BA.S 11 s 0 9615 96.] Q9 •ffi1 91.1. 911 F9A 893.5 89).0 ]3 s t0 933 960 S9 '99A 931. 910 969 ffiS ]3 5 LO 92] 9S0 16 '980 91q 910 89A fl9.0 91.0 1a a Lo 9v 0-N.; 27 •9d.o -�-1.v. m5A soto J 2- _w6a WA 09RD mJq 1S s LO 4X5 4S1 Ss ffi] 91.1 91] 1 959 tl'!D 1> 5 10 S03S 905$ SI BA$ 914 901.3 959 2 = AAS 13 5 t0 9020 WiA J.8 9)4 9A.4 906a 9s9 8A3 .0 BBJ. 19 5 LO 91a AS2 1.9 .i 91S A¢3 tli9 BA.L 0(!q 30 5 Yttl 9%2 80 891 `W3 9]13 9S9 .2 9).0 5 NO 9XA n.7 9T).> 37 8A7 9AA.5 NAS 9S9 ffi2 ffi).0 $S 5 LO 9M1 91).0 A] M.H.O 93A ffi6 N/P SA3 W4 53 s WO 9Uf.8 SR9 A3 fl09 ffi.4 ffi4 N/A H9.3 ffi6 $4 5 NV 9045 .4 6.5 89.4 ffi2 949 9$S 8RE 881A :s s w0 mo 9w ns 943 Sae 89Ra a .2 ffiD S6 5 WV 915 95b 62 ffi46 M.1 Ml 951 893.2 9)A 2) 5 l l0 9]1) 93i.a s.9 .4 893.4 934 92Z _ 8952 _ tl].0 •LWIiW086EYAl9xPp9R0VF0VER WRLY'S W W WGYIATOX 9 (INCLUDING 165BUFFER) 3. PUBLIC PARKS/OPEN SPACES 0.8626 AC 4. ARTERIALROADROW 0.0 AC 5. FLOODPLAIN(EXCLUDING 2 ABOVE) 0.0 AC 6. GAS PIPELINE EASEMENT 1.3693 AC NET AREA (=1-Y3-4-5-6) 36.3304 AC / NET DENSITY 2.2020 LOTS/AC GROSS DENSTPY 1.9765 LOTS/AC \\ /'• TOTAL LOT AREA 311815AC ° as x 0 TOTAL RIGHT OF WAY AREA 7.4579 AC \\ TOTAL NUMBER OFLOTS 80 LOTS GRAPHIC SCALE IN FEET ROAD MILES 1.0130 MI BENCH MARK PRONDW BY PNOKA COUNTY SURVEYOR ID N0. BLUE 31 ELEV=89&602 (1988 ADJUSiMENn W . . .... ... nr�� 3't 14 PIONEFRe7vineefing Zhu Enteryritt Drive �(01)al-1914 FRONT SIDE CORNER@ ROW REAR COUNTY ROAD WETLAND BUFFER LOW OPENING LOW FLOOR 6 RAGE 35, 30, 40' [6.5' 2'+ HWL 2'+ EOF 2'+ HWL 3'+ EST. SEASON ffWL ESTIMATED SEASONAL HIGH WATER EL 887.0 Awe 0 50 100 200 GRAPHIC SCALE IN FEET ZA5 J'\ v I X Q\l� M pni PRELIMINARY GRADING PLAN 0 3t BENCH MARK FRONDED BY MOKA CMNW S RVEI' ID NO. SWE 31 ELEV=898.602 (1983 AMSIMD,lT) LENNAR WINSLOW COVE 100536THAVE TNORIH 14 OF 31 MNNMM.A MYMOOIH,�MOTA5� _7777 . �rfzl� > W . . .... ... nr�� 3't 14 PIONEFRe7vineefing Zhu Enteryritt Drive �(01)al-1914 FRONT SIDE CORNER@ ROW REAR COUNTY ROAD WETLAND BUFFER LOW OPENING LOW FLOOR 6 RAGE 35, 30, 40' [6.5' 2'+ HWL 2'+ EOF 2'+ HWL 3'+ EST. SEASON ffWL ESTIMATED SEASONAL HIGH WATER EL 887.0 Awe 0 50 100 200 GRAPHIC SCALE IN FEET ZA5 J'\ v I X Q\l� M pni PRELIMINARY GRADING PLAN 0 3t BENCH MARK FRONDED BY MOKA CMNW S RVEI' ID NO. SWE 31 ELEV=898.602 (1983 AMSIMD,lT) LENNAR WINSLOW COVE 100536THAVE TNORIH 14 OF 31 MNNMM.A MYMOOIH,�MOTA5� _7777 V. o 14 t 15 12 10 20 15 a 14 24 D lo IV 63 2 26 151ST LANE NW 18 3 NO 200 EX— POND 40 PIONEEReneneeHng III WETLAND IA4PA LENIN POND 200 \ POND 300 ' / / / 0 00 100 200 BENCH MARK 5D NO. BLUE 31 ~ \� ----- - ... .. Npl. 0 j 1 01, ELEV.-90Z5 IF •I =90171 ADS IN O LEY E�V.-9- 4 WQI� r SOPHJE�, PARK a 11. . - ---- - ---- U -7P (DRYI--- -zz --- WRET=896. 9 L 9 �,mm 8 , ; -.1 J u 909 LO= 90 LF -901-9 909. G PA,R,K I J/-1 "N 'VI Ix I No E.OF AOP 11"gdFI N 2 f POU= -900.6, REMOVE EXISTING FES b 1H.P. 04.7 AND CONSTRUCT NEW FES �l -13-3 TO INVERT OF 896.6 1 1 AloV .0 RAINGARDEli 509 INRLMARON EL 9010 OUTLET 9025 1111,14 1-N, 4, OUTLET 0 Q -W H -M-9 1.4 u nNG ls .0) "o w -900 K -F-, HWL-901 41 ir lo 'ell 'AV Ij N 7 N -I —os.,— -dfe�-- -1 1 02, 1 Ems "ZlLZA7TON a=895.4 0.5 0�4 F 0 E� r N aST rlWALE -4• ss AS UNE L945 Co4a I ; UIS71NG EO.F. -< , �X a' EUEVS` A,RY GRADING & DRAINAGE1 LE PLAN 650566TH PLAN MYNiOuTR, T.9 v WETLAND 200 NK -894.0 MTLET=894.0 100 100 HM -894.4 'BENCH MARK ID N0. BLUE 31 %R WINSLOW COVE 16 OF 31 ANUOVER. ~ESMA PIZNTEER UU Eon,Ni. Dn� N -I —os.,— -dfe�-- -1 1 02, 1 Ems "ZlLZA7TON a=895.4 0.5 0�4 F 0 E� r N aST rlWALE -4• ss AS UNE L945 Co4a I ; UIS71NG EO.F. -< , �X a' EUEVS` A,RY GRADING & DRAINAGE1 LE PLAN 650566TH PLAN MYNiOuTR, T.9 T. 9 WETLAND 200 NK -894.0 MTLET=894.0 100 100 HM -894.4 'BENCH MARK ID N0. BLUE 31 %R WINSLOW COVE 16 OF 31 ANUOVER. ~ESMA si //W yz J.1 j; X• -,V6, 1 -., EST. Lo _IN�V�18S)6.27� - ---------- — RMT.L=0101.7i; WE". EST- LO— R RE14,9I) \EST 11 1 LX -1i' U�n 02. ELEV - 'EST LO - -902.11 l P,J, I I REV. -------- Q(ISTING UTIZ �=89 .5 1-899A J.P. 4 (DRY) 96✓ x9°1.0_ _i -Hft=901.4 ---------- SIG. 9092 8.3 9 1. 1 � AAINfNANCE R-: I -F=902,11111 .0 302.6 go,9023 I i/XF 901.2 TI ops --'--m4 << va NOTE, POSSIBLE FUTURE UNDERPASS Ir l TR M, 7 SHEET ik R31, LF ;to INFILTITAIION a-895.4 OUTLEr=896.0Ml` H11 j:,t Jt ED rE 0 OUTUETi:,EI95.80 F4;.7 0j. I Y m Z X rmi 4>EX-I 902.) o6, 1 � OUJET-i kOZ7 zq pp > SINGLEB 94 L FRONT 4 Mi f oult-ET a990 -- I 1/ 1 18 Ir SIDE e 11 T!94 U- - a " r7 HWL-899.5 6 ).2 V9.0 CORNER@ RC WL=89 O.F. HWL=89 REARe =a„fM 98.2 8:94.s COUNTYROAD WETLANDBUFFER 16.5' WETLAND 20 WHIC LOW OPENING Niii WTLET 4.0 AGCESS LOW FLOOR 1 100 .1111rc scaE IN FELT "Z SEAS!ON 7F1VrL 22 ESTIMATED SEASONAL 1 1 997 HIGH WATER EL. 887.0 PROVIDED By ANOKA COUNW SUR`iE`fOR E�-898.602 (1988 ADJUSTMENT) INMTRATION AREA �=895,1 ID NO SWE 31 .,4 SEE GRADING DETAILS SFIEE,4 lN P19NEFRe?vineming U--� "-- --- �(�)= WINSLOW COVE I.... PRELIMINARY GRADING & DR7M7T LENNAR F.W�g I 36TE[ AVJENUT NORTH 17 OF 31 PLAN CONSTRUCT 10' WOE MAINTENANCE - ..9 ,, VEHICLE ACCESS ROAD WITH 8 GRAVEL _ AND 2- TOPSOIL AND SEED AFTER \ .. / .. SANITARY SEWER INSTALLATION ,�y ., TS I \I i 1 i ll, 20 m 1m1� �Y 116 EOF-98.2` I� '\ !I Om 1 EIO.F. I •I aI I i I I 2'+HWL , m4 mo LOW FLOOR F '' / ice/ \INFlLT =890.0 �\\, � ••� 4n S I 1 1 m I i , 21r WTLET 8950 i oLL _ TS I \I i 1 • ll, 20 m 1m1� roll I 116 e EL=890.0 + Om 1 Ii j mn 40' LLm Hm=892.2 I 2'+HWL , m4 mo LOW FLOOR F '' / ice/ \INFlLT =890.0 �\\, � ••� 4n S WTLET 8950 =895.9 I IA�w�wh r w ___ f ,F ____ J F KEON STREET NW ---'— i TS I \I i 1 • FI - '� 1m1� I / • noolIo 6'GARAGE e EL=890.0 + r-- vm \ 30' OUTLET=890.4 -, 40' c� Hm=892.2 P f•�D / h 2'+HWL m4 mo LOW FLOOR F '' / ice/ \INFlLT =890.0 �\\, � ••� 4n S it T 95.2 L.98.035'� Y 98.0.8 .m.„•�- - � :. / / 0il l t!rA r PIONEER neen-mg 2422 Eo,erynullriw uoscx.Emw (fi5l)681-1914 Mwlaulieigks, MN 55120 Pux: 6aS-948% www.Pioneexn¢.mm 9 ]tDFem Fm6a:nr. Pl_ N.�. . _ _ - TOP OF PIPE 9 \\ '6-1 - _-T \ -- ELEV W.1 68% 99.7 -994 99098 a4 9&1 6 'F, 9 9&6 9&Ir :9 E —^a6.X aiR\3.03 gas %9. \ TOP OF PIPE ELEV 8888 / EL. \ / - I � TOP OF PIPE � I •. + : ' / ,la /.` ^aee � ..._ ELEV=891.4 I '. I l.. Tp_8931aE REMOVE E%ISIING CUL -DE -SA / 1 AND RE GRADE BOULEVARD m y Lp9 / I. m•. Ic y� •`, / i \ 1 I� ILD /I•�.. \. / �XBYJ ./ ,_ nF10- oD ( �� 1/-L-"�' � I 1 1 I LEv 89eei' 1 1 I ELEV LAM899.0 I- I EST LO =900 5 I S1 1 I I \\ v I< I\ `+•1 �..,-Irl -y-!.iL__ J' _ ,r I y , PI i. vPLA'(TW PINF COUf<I NW I aes 6_92 884' 582 I I e --------------- I 8]8 ]4\ Ix 300 m • I OUIlEE-890.0 1 r I Ima I _9UA€7 a< — 894 I I _J •I \ I •' REMOVE EXISTING SID_ -SAC \ \” ''• �ND-RE•GRADCYARD I ' 4 y/.:' EXISTNG �F� R / \ F / y. ..OUTLET -892.6 :XISTING HM -8915 894.4 WET VO1_-Z44! STOR. VOL 0.9 EO.F. \ / gym' i Ajf I GRADING & r77ALLLLLLd INFILTRATION AREA EL -890.0 SEE GRADING DETAILS SHEET J LLYVLPi PFllYDL1 JD1DAl.1lJ FRONT 35' SIDE — 7- 6'GARAGE e EL=890.0 + r-- vm \ 30' OUTLET=890.4 -, 40' WETLAND BUFFER Hm=892.2 m m. 25 2'+HWL m4 mo LOW FLOOR F '' / ice/ \INFlLT =890.0 �\\, � ••� . _ _ - TOP OF PIPE 9 \\ '6-1 - _-T \ -- ELEV W.1 68% 99.7 -994 99098 a4 9&1 6 'F, 9 9&6 9&Ir :9 E —^a6.X aiR\3.03 gas %9. \ TOP OF PIPE ELEV 8888 / EL. \ / - I � TOP OF PIPE � I •. + : ' / ,la /.` ^aee � ..._ ELEV=891.4 I '. I l.. Tp_8931aE REMOVE E%ISIING CUL -DE -SA / 1 AND RE GRADE BOULEVARD m y Lp9 / I. m•. Ic y� •`, / i \ 1 I� ILD /I•�.. \. / �XBYJ ./ ,_ nF10- oD ( �� 1/-L-"�' � I 1 1 I LEv 89eei' 1 1 I ELEV LAM899.0 I- I EST LO =900 5 I S1 1 I I \\ v I< I\ `+•1 �..,-Irl -y-!.iL__ J' _ ,r I y , PI i. vPLA'(TW PINF COUf<I NW I aes 6_92 884' 582 I I e --------------- I 8]8 ]4\ Ix 300 m • I OUIlEE-890.0 1 r I Ima I _9UA€7 a< — 894 I I _J •I \ I •' REMOVE EXISTING SID_ -SAC \ \” ''• �ND-RE•GRADCYARD I ' 4 y/.:' EXISTNG �F� R / \ F / y. ..OUTLET -892.6 :XISTING HM -8915 894.4 WET VO1_-Z44! STOR. VOL 0.9 EO.F. \ / gym' i Ajf I GRADING & r77ALLLLLLd INFILTRATION AREA EL -890.0 SEE GRADING DETAILS SHEET J LLYVLPi PFllYDL1 JD1DAl.1lJ FRONT 35' SIDE 10' LIVING 6'GARAGE INFlLTRA110N EL=890.0 + r-- vm \ 30' OUTLET=890.4 -, 40' WETLAND BUFFER Hm=892.2 m m. 25 2'+HWL m4 mo LOW FLOOR 2'+HWL 3'+ EST. SEASON HWL . _ _ - TOP OF PIPE 9 \\ '6-1 - _-T \ -- ELEV W.1 68% 99.7 -994 99098 a4 9&1 6 'F, 9 9&6 9&Ir :9 E —^a6.X aiR\3.03 gas %9. \ TOP OF PIPE ELEV 8888 / EL. \ / - I � TOP OF PIPE � I •. + : ' / ,la /.` ^aee � ..._ ELEV=891.4 I '. I l.. Tp_8931aE REMOVE E%ISIING CUL -DE -SA / 1 AND RE GRADE BOULEVARD m y Lp9 / I. m•. Ic y� •`, / i \ 1 I� ILD /I•�.. \. / �XBYJ ./ ,_ nF10- oD ( �� 1/-L-"�' � I 1 1 I LEv 89eei' 1 1 I ELEV LAM899.0 I- I EST LO =900 5 I S1 1 I I \\ v I< I\ `+•1 �..,-Irl -y-!.iL__ J' _ ,r I y , PI i. vPLA'(TW PINF COUf<I NW I aes 6_92 884' 582 I I e --------------- I 8]8 ]4\ Ix 300 m • I OUIlEE-890.0 1 r I Ima I _9UA€7 a< — 894 I I _J •I \ I •' REMOVE EXISTING SID_ -SAC \ \” ''• �ND-RE•GRADCYARD I ' 4 y/.:' EXISTNG �F� R / \ F / y. ..OUTLET -892.6 :XISTING HM -8915 894.4 WET VO1_-Z44! STOR. VOL 0.9 EO.F. \ / gym' i Ajf I GRADING & r77ALLLLLLd INFILTRATION AREA EL -890.0 SEE GRADING DETAILS SHEET J LLYVLPi PFllYDL1 JD1DAl.1lJ FRONT 35' SIDE 10' LIVING 6'GARAGE CORNER @ ROW 35' REAR 30' COUNTY ROAD 40' WETLAND BUFFER 16.5' LOW OPENING 2'+HWL 2'+EOP LOW FLOOR 2'+HWL 3'+ EST. SEASON HWL 0 2s 50 �o GRAPHIC SCALE W FEET ESTIMATED SEASONAL BENCH MARK PROVIDED BY ANOKA CWNTY SURVEYOR HIGH WATER EL. 887.0 ID NO. BLUE 31 I1112I5QF_1 7 ELEV=898.602 (1988 ADJUSTMENT) O3EVG11)165SfIF.61'LRAD WINSLOW COVE 18 o 31 ANDOVER. MINNG5OT'A NDOVE F^ oe 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 Ad Joe Janish, Community Stephanie L. Hanson, City Planner Preliminary Plat - White Pine Wilderness Fourth Addition — Tollberg Homes April 3, 2018 INTRODUCTION City Council is asked to review the preliminary plat for White Pine Wilderness Fourth Addition. The plat contains 14 -urban lots proposed by Tollberg Homes. The Andover Review Committee has reviewed the preliminary plat. Staff comments have been submitted to the developer. The developer has made revisions according to staff comments and will continue to work with city staff to satisfy all comments. Previously, the developer proposed to excavate into the open space to the east. The excavation would generate fill material needed for the development and it would also enhance the existing wetlands within the open space. This was discussed at the Open Space Commission meeting in which all members were opposed to the proposal; therefore, the developer is no longer pursuing it. Conformance with Local and Regional Plans and Ordinances 1. The property is located within the 2020 Metropolitan Urban Service Area (W SA). 2. The property is zoned Single Family Urban Residential (R-4). This parcel can develop into urban lots at a net density of 1.75 — 3.6 single family homes per acre. The proposed net density for the Fourth Addition is 2.20 units per acre. Access The development will be accessed by extending Zilla Street NW to the north. Utilities Municipal utilities are available to the development. Trunk sewer and water lines are located within White Pine Wilderness Third Addition and will be extended to the north for the Fourth Addition. Lots The proposed lots meet the minimum lot size requirements for the R-4 zoning district. Minimum lot size requirements are as follows: Lot size: 11,400 square feet Lot width: 80 feet Corner Lot Width: 90 feet Lot depth: 130 feet Nil Floodplain and Wetlands There is a significant amount of wetlands and floodplain as part of the development that have been delineated and approved. Lower Rum River Watershed Management Organization (LRRWMO) LRRWMO has received the plat. The board will be required to approve the LRRWMO permit. Coordination with other Agencies The developer is responsible to obtain necessary permits from agencies that may have interest in the site. Initial contact shall be made with the City Engineering department regarding this item. Park and Recreation Commission Recommendation On January 18, 2018, the Park and Recreation Commission reviewed the plat. The Commission is recommending cash in lieu of land be required for the 14 - buildable lots. Planning and Zoning Commission Recommendation A public hearing was held on March 27, 2018. Draft meeting minutes are attached for your review. There was one resident present; in which he inquired about trail access to the open space. The Commission had minimal discussion and recommended approval of the plat on a 6 — 0 vote (1 absent). ACTION REQUESTED City Council is requested to review the preliminary plat and make a recommendation of approval. Attachments Resolution Location Map Aerial Photo March 27, 2018 Draft PZ Minutes Preliminary Plat Plan Set Res ectfull sub ed, Step ani L. Hanson Cc: Karen Emmerich, 11337 President Drive NE, Blaine, MN 55434 Nathan Jones, Tollberg Homes, 1428 5'h Avenue, Anoka, MN 55303 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO RXX A RESOLUTION APPROVING THE FINAL PLAT OF "WHITE PINE WILDERNESS FOURTH ADDITION" FOR PROPERTY LEGALLY DESCRIBED AS; White Pine Wilderness Third Addition, Outlot A WHEREAS, the City Council has approved the preliminary plat for the project to be known as "White Pine Wilderness Fourth Addition'; and WHEREAS, the Developer has presented a final plat of White Pine Wilderness Fourth Addition; and WHEREAS, the final plat follows the approved preliminary plat, dated March 23, 2018. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of White Pine Wilderness Third Addition contingent upon the following: 1. Title Commitment and final plat must be approved by the City Attorney. 2. Development Contract and Assessment Agreement which includes associated escrows shall be executed prior to the filing of the final plat and/or before any street and utility construction can begin. 3. Park dedication fees and trail fees shall be paid per the assessment agreement. 4. The Vacation of Drainage and Utility Easement for White Pine Wilderness Second Addition, Outlot A must be approved and filed with the final plat. 5. Contingent upon staff review and approval for compliance with the preliminary plat, City ordinances, policies and guidelines. Adopted by the City Council of the City of Andover this day of ATTEST: CITY OF ANDOVER: Michelle Harmer, City Clerk Julie Trude, Mayor 2018. 3 Andover General Mapping Map y Date Created: March 22, 2018 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. A OVER Andover General Mapping Map e !I//'It16IrG Date Created: March 22, 2018 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. C 'Zoning DRAFT Regular Andover Planning and Commission Meeting Minutes —March 27, 2018 Page 2 1 - 2 corrections, page 6, line 28 — change "Chairman" to "Chairperson" and 2 change "ID" to "ID's" ao (n 3 - page 6, line 31 — change "work, yet to be done" to "work, which is yet to be p 4 done" N F 5 - page 6, line 32 — change ".86" to "0.86" N Z 6 = 7 Commissioner Koehler requested the following corrections be made to the minutes: L) 8 - page 6, line 9 - change "Commissioner Nemeth" to "Chairperson Nemeth" Z 9 10 Chairperson Nemeth requested the following corrections be made to the minutes: W tL— W 11 - page 10, lines 15 and 16 - change "improve" to "approve" 2 12 g N 13 Motion by Koehler, seconded by Hudson to approve the minutes as amended. Motion ❑ a 14 carried on a 6 -ayes, 0 -nays, 0 -present, and 1 -absent (Cleven) vote. 15 16 PUBLIC HEARING: Preliminary Plat — White Pine Wilderness Fourth Addition — 1 17 OutlotA, White Pine Wilderness Third Addition — Tolherg Homes. 18 19 City Planner Hanson noted the purpose of this item is to hold a public hearing and take 20 input on the preliminary plat for White Pine Wilderness Fourth Addition, a plat 21 containing 14 urban lots proposed by Tolberg Homes. 22 23 City Planner Hanson reviewed the proposed preliminary plat with the Commission, 24 noting the Review Committee had reviewed this request, the developer made revisions 25 according to staffs' comments, and indicated that the developer will continue to work 26 with staff to satisfy all comments. City Planner Hanson stated the subject property is 27 located within the 2020 Metropolitan Urban Service Area (MUSA) and is zoned Single 28 Family Urban Residential (R-4). It can be developed into urban lots at a net density of 29 1.75-3.5 single-family homes per acre. The proposed net density for the Fourth Addition 30 is 2.20 units per acre. 31 32 City Planner Hanson noted the development will be accessed by extending Zilla Street 33 NW to the north. Municipal utilities are available to the development with trunk sewer 34 and water lines located within White Pines Wilderness Third Addition, which will be 35 extended to the north for the Fourth Addition. City Planner Hanson described the 36 minimum lot size requirements and stated the proposed lots meet these requirements for 37 the R-4 zoning district. 38 39 City Planner Hanson stated there has been a significant amount of wetlands and 40 floodplain as part of the development that have been delineated and approved. On 41 January 18, 2018, the Park and Recreation Commission reviewed the plat and 42 recommended cash in lieu of land for the 14 buildable lots. She noted an application was 43 recently submitted to the Lower Rum River Water Management Organization 44 (LRRWMO). 45 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 DRAFT Minutes —March 27, 2018 Page 3 City Planner Hanson explained the developer is responsible to obtain necessary permits from agencies that may have interest in the site. Initial contact will be made with the City Engineering Department regarding this item. She stated the Planning and Zoning Commission is asked to hold a public hearing for this preliminary plat and make a recommendation to the City Council. Chairperson Nemeth inquired if there were questions from any Commissioners. Commissioner Hudson asked if the cul-de-sac was meeting the City's code requirement for maximum length. City Planner Hanson replied, yes and stated that even though the proposed cul-de-sac does not appear to meet the length requirement, it in fact does. She then explained that the City code requires the measurement to be taken from the intersection. Therefore, it does meet the 500 -foot requirement. Commissioner Koehler asked whether or not any feedback had been received on the memorandum sent, on February 5th, from Director of Public Works/City Engineer Berkowitz. City Planner Hanson replied yes and stated that the developer has been working with staff on that. She stated that they have specifically been working on the grading of the site. She then stated that revised plans were submitted to staff last week. Commissioner Koehler questioned if they had heard back on item number 3 from the memorandum, regarding the volume of material being excavated from the 2 basins. City Planner Hanson replied that the developer could better speak to that question. Chairperson Nemeth asked about item number 1 from the memorandum and inquired where the 2 proposed basins would be located. City Planner Hanson replied that the developer could also speak better to that question. Chairperson Nemeth asked about item number 2 from the memorandum and inquired about how the 4:1 ratio for the slopes was determined. City Planner Hanson stated that the ratio was required by City code. Chairperson Nemeth asked why Lot 12, on the preliminary plat, was labeled as an "Incidental Wetland" and asked if Lot 12 was a buildable lot. City Planner Hanson replied that the lot is a buildable lot and stated that the developer could speak further on that question as well. Motion by Daninger, seconded by Sims, to open the public hearing at 7:17 p.m. Motion carried on a 6 -ayes, 0 -nays, 1 -absent (Cleven) vote. Chairperson Nemeth asked the developer to come up for questions and asked whether there would be a presentation. Nathan Jones, representing Tollberg Homes, 1428 5a' Avenue in Anoka stated that he did not have a formal presentation for this meeting because the project has already been discussed through a concept plan. He stated that there have been no significant changes to 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 —March 27, 2018 Page 4 DRAFT the plan since then. Mr. Jones stated that the original plan intended to create a water feature in the adjacent open space area. He explained that they took this idea to the Open Space Committee for approval, and the committee did not support the construction of any features in the adjacent open space area. Mr. Jones stated that the proposed basins, questioned by Commissioner Koehler, are no longer part of the plan and will not be constructed. Mr. Jones stated that the changes were noted in the revised plans that were submitted to staff last week. He then went on to address the "Incidental Wetland" question. He explained that, that area was excavated back in 2006, and he stated that he believed some of the materials that were excavated were used in the 2nd phase by a different developer. He stated that prior to the excavation of that area there were no wet land characteristics present. He commented that the housing recession impacted the time frame between development phases, and he explained that they have been working with their consultants and the Army Corps of Engineers to resolve the issue. He stated that they have now received a confirmation from the Army Corps of Engineers that the area is classified as "Incidental"; therefore, the area no longer falls under the jurisdiction of the Army Corps of Engineers. Mr. Jones then stated that they would be hauling in approximately 20,000 yards of fill for the project. Chairperson Nemeth thanked Mr. Jones for addressing those questions and asked if any Commissioners had further questions of Mr. Jones. Commissioner Koehler asked if there were any plans for distinguishing the border between the north side of the proposed lots and the open space area. Mr. Jones replied no and commented that there would be somewhat of a natural boundary created between the newly sodded yards and the non -sodded open space area. Commissioner Koehler replied that he thought that was good, because it could be left up to the future homeowners. Chairperson Nemeth inquired if the surrounding additions had any such boundaries between the open space area. Mr. Jones replied, no there was nothing that he was aware of. Chairperson Nemeth asked for further clarification on the "Incidental Wetland" and asked if that meant that the wetland was created, he then asked if it would no longer be considered a wetland after it was filled back in. Mr. Jones stated that was correct. Joe Mulvihill, 1372 162"d Avenue NW, stated that at a previous meeting he attended for the 3'd Addition, there was a discussion about a future trail access to be added to access the open space area. He questioned if this was being planned now. He also asked why some lots had widths listed on the preliminary plat and others did not. He specifically referenced Lots 1, 2, and 3 and questioned if the measurements listed were building pad widths. Commissioner Koehler asked staff to confirm that the measurements, referred to by Mr. Mulvihill, were lots width measurements, not building pad width measurements. City 0 FM Regular Andover Planning and Zoning Commission Meeting Minutes—March 27, 2018 DRAFT Page 5 1 Planner Hanson confirmed that was correct, the measurements were lot width 2 measurements. 3 4 Commissioner Koehler stated that building pad widths are usually not seen at this stage in 5 the development phase. City Planner Hanson agreed. 6 7 Chairperson Nemeth asked Mr. Mulvihill if that answered his question. Mr. Mulvihill 8 replied yes and questioned at what point could or would the building pad width 9 measurements be provided. City Planner Hanson replied that staff does not require that 10 information. 11 12 Commissioner Koehler commented that the setback requirements inevitably determine 13 this information and stated that Mr. Mulvihill could request the specific setback 14 requirements for this development from staff. City Planner Hanson agreed. 15 16 Chairperson Nemeth asked Mr. Jones to address Mr. Mulvihill's inquiry regarding the 17 trail. Mr. Jones stated that there is a trail currently being planned between Lots 7 and 8. 18 He also stated that he agreed that building pad widths and placements are determined by 19 setback requirements. 20 21 Motion by Koehler seconded by Hudson, to close the public hearing at 7:31 p.m. Motion 22 carried on a 6 -ayes, 0 -nays, 1 -absent (Cleven) vote. 23 24 Chairperson Nemeth asked if there were other questions or comments from any 25 Commissioners. 26 27 Commissioner Daninger commented on the significant amount of hauling and questioned 28 if there was a permitting process for hauling to ensure that the roads were kept clean. City 29 Planner Hanson stated that there is a staff member that patrols the active and ongoing plat 30 development for this purpose, and she stated that staff also relies on calls from residents. 31 32 Commissioner Daninger stated that resident complaints have a large impact and staff 33 appreciates when it does not have to get to that point. 34 35 Chairperson Nemeth asked if a haul route would need to be provided. City Planner 36 Hanson replied yes and commented that there was only one access point to this 37 development. 38 39 Commissioner Koehler commended Tollberg Homes for bringing forward a proposal that 40 was in compliance with the City's code requirements. 41 42 Motion by Koehler, seconded by Loehlein, to recommend to the City Council to approve 43 the resolution for the preliminary plat for White Pine Wilderness Fourth Addition, a plat 44 containing 14 urban lots legally described as White Pine Wilderness Third Addition, 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 Regular Andover Planning and Zoning Commission Meeting Minutes —March 27, 2018 R O Page 6 Outlot A, proposed by Tollberg Homes, subject to five conditions as detailed in the staff report. Motion carried on a 6 -ayes, 0 -nays, 1 -absent (Cleven) vote. City Planner Hanson stated that this item would be before the Council at the April 3, 2018, City Council meeting. OTHER BUSINESS. City Planner Hanson updated the Planning Commission on related items. City Planner Hanson mentioned that there have been 9 single-family home permits issued this year, the Muddy Paws building permits have been pulled, the CUP amendment for Clock Tower Commons was approved, the site plan for Growing Generations has been submitted for staff to review, the variance request from last meeting was approved, the preliminary plat request from the last meeting was also approved, and the zoning code changes regarding religious institutions were also approved. Commissioner Koehler thanked everyone who was involved in putting together the parade, held the past Saturday, for the goalie for the U.S. women's hockey team. ADJOURNMENT. Motion by Koehler, seconded by Daninger, to adjourn the meeting at 7:39 p.m. Motion carried on a 6 -ayes, 0 -nays, 1 -absent (Cleven) vote. Respectfully Submitted, Natasha Lukacs, Recording Secretary TimeSaver Off Site Secretarial, Inc. to I T Y `O F IDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV NENO"NDON TO: Stephanie Hanson, City Planner FROM: David Berkowitz, Director of Public Works/City Engineer Jason J. Law, Assistant City Engineer DATE: February 5, 2018 REFERENCE: White Pine Wilderness 4c' Addition / Grading, Drainage & Erosion Control Plan/Review #lA The following are comments retarding Review #lA of the proposed ponding in the open space prupurry east of the plat: 1. Provide hydrology calculations for the two proposed basins and for sizing of the culvert between the two cells. 2. Maximum slopes shall be 4:1. It appears they are currently drawn at 3:1. 3. What is the volume of material being excavated from the two basins. 4. Restore all disturbed areas with a native seed mix appropriate for ponding areas. 5. The developer is responsible for getting vegetation established and fixing/maintain any erosion issues until vegetation is established. This is the same requirement within the plat. 6. Call out the existing ground water elevation on the plan from the nearby soil borings. Submit a copy of the soil boring report, we are not able to find a copy for this plat 7. The proposed grading within the open space property will be discussed with the Open Space Advisory Commission, and ultimate will need to be approved by the City Council. 8. Additional comments pending fir ther review. Note: It is a requirement that the Developer respond to each of these items in writing (Pet digital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works / City Engineer at (763) 767-5133. 0011 BEFlME TOU qa o Know what's below. 0811 before you dig. Its subsurface uOtty mfmmotlan axaen on Nl$ plan is MIRY WallyIwvI D. 1Ma auallty leen was determNetl aecvdsc, la the cu sl-. of CI W-02, -NV d Standard WIde1Ne far Ne CoO.U. and Oepicllon of Ed.ting Subeurfoce JURy Data.• I\ \ \ b. II '88.99.50 h \ 51.1 • - Denotes Found Inn Monument I} - Denote. tight Pole Canada. Sanitary Mendel. I Denotes Mlseeianwus Sign a Genote. Existing Spot ❑ewtlon 8 Denotes Tele splan Box 14-32-24-21-0018 - Denotes Fre Hydrant Dd - Dentes Cate Wlw L------� - Denotes Cleanout ® are - Denote. Catch Basin 0 - Denote. TelepNms Be. O - Denote. Hand Hole aQi - Denotes Storm Monhola I - Denotes Ctwe Stop / -)V,_/ - Denotes Underground Fiber Optic r - Denotes Underground T.I.Welm Denotes Underground Dead, - Denotes Watem ch - Cannot.. Samar, Sewer / Demote. Underground Cas / - Dmotee St.. Sewer - Denotes Delineated Wetlmd by Kfolhoug EnMronmental Services Company in 2017 - Denotes Bituminous Surface - Denotes Tow Remo sA - Denotes Edstln9 10 Ft. Contour /-,N�/ - Denote$ Usting 2 FL Centour / .1 Y`1 1'1, - Denotes T. I.M. V1C1N1'PY MAP (NO stag) I @ ?aa eros J I I I •Jk I ¢ '3 I St' I I CAy of AWIs Mcka County. MN $sail. le• Toen ho J2• Rm9. 24 /ClJtyy/PIDA'.pnp P.wa zVA9Yegis (Ps nm CanelMert xumew. V]—V.. ams] V-1,er Is, .11 0l e: W Au. PnearM br RwY1vW Mebaalea, me. lace %-I Ior Fm[ Amain nes I.--. Caner') ... A, WAIF HxE Xi{aEANLq nYIA ACOns, An,'nty, uxnawe> (Abewat Pa ,) OMRAL M$S 1) 1F. nwa .wk for Nle armor so. oxelaxim an Auguet 4. Sal 2) B... Man are b.aef an ue encs' naNMr Ix. of u..1 au.t A. NNTE PwC MRLDCAN v .1. ADUTON..n1. Y —. to bear seuPsi 5YE J) srneHa wroaty aadnu� - Nn.eegnea uer..y Aaae'. AN. ,g ... roma u.g. I— ben Md 1-1. as Nom. NI unaaywna _11m. ... Fveat an MPPOrIMAIE Poly to my u—.. w m... —.1 GeFr sate On. WE fa an m -en. tonna. (e51-.gea2). NAR 2 3 2018 \ \ I Y I k8k'49'S0'E \ \� wn"ite n= auYl��"ae.of • Edge of water. a. \ / � ••, I L-- � _ � '� (Pae:role 6anaw PR7 $ \ \`I I 1� ✓ / `\- Pe-Iplat N'4 PINCCNC E .==/\\\ ' \ L v l ; Drmnage and Utmly Eaawnem r 11 \\ \ \ p(to womgVNE MInceNEss_O�" "r_: Sanitarr sol er asoma' \ _ (to be vawtea) SUmb Se.w SWb�, I IE = 898.&1, \ \ We0on6 _ IE - SIX 1 IM tot SYhaei `//r �Ramow Earl's em m \ Y N 201] ll 1 ` \ 1 \ Y (�wtllna[e lF city) \ 1 .n IRegency Hobe. In. L. _\ 25.°W84:_ gyly T 94'%9'49 `\\ do Not Anu,nnetl Jansdm\II Ce of y Not A 19ned ,sa I ° OI P ;Js I vK_— Hann RNHomes. LLG mA I ' 1 �114R i YtP- ILI•am PID: M. 1 1ti3z-z4-z,-Dale I 't+ 4hY�?"'xi'aoI vS.,r�fr,a�'w.'�er I1nI II 1 r r- .') I nI r /%'\� P)yz3,.•�_—_� I/ Wbee Pm. Cdemen uc P.M. .M I / Da . Frin P ekl JeIIreY N. re PaWda AI 14-Jz-24-2FOJ15 / PIU: I Crani I/ 1'32 -24 -2t -W17 PID: Diana A RIchoM E / 14-32-24-24-WIB l�cJ� 1 L I PID: II /G /U L_ I\ v 14-32-24-21-0018 �zss I 911 L------� /V� $i 1`t / I A Il rl 1 I T I n n I y I I :-.ilitr I Edge. MITI LLC �x.Pl ' — — FI l�cJ� Ja k„y{wMt + 1411$ rldsi RN "WIC",LLC I 14-$ 24-24-0D28 �zss 911 L------� $i 1`t Y e + felt, I'' 1,R, n United C.beade,e. INC. PID: 0 y I I :-.ilitr I I � I I BENCHMARKS 1.) No Cwnly in"ZOM Na 2034: RaGrwd R:11e In Ns ewM bo of Poen Pas Na, By= ...U. - 900.72 (NM 29) 2) Adra County Benchmark No 203& R.i_ &. of In Ne nMFveet lace of pos 9de Nw 1110D. BewU..9a4.19 (NCM 29) N 0 2s�100 c SC,t£ IN FEET > At on IF r. =iwrnm O• � � z v a N v M In D _y I() zsz^ ID m O IZ. C f0 P ^ U mC� M v v ¢ Po N ^ ItM ZW W O a J Ca G 1A W LU pO Z 1-11 c^ 0 3Q t W x ' o Z 00. a V W7O az U H Nv Z x N 3 X W Wn O �M U xCZ Wrz8 W H m N C J v 01 REVISIONS n merme1.-1=1ia € z adeeY EenmmoN .nzzue S. ISS s � e OM oB KCN Y PiE. 140 5Y nig NO: i"i va9v 9Ery nxo�wmare u,.,ver, me.mo.aw o wren by mo or unoer my KK .,. -In no N.1I em. awry or ander N. Ism e sYle al rvevMlnner.Y. Name: lVxrny 'Ilb, $ signmure: Date._IV08/17 uceme e: 40MI g Z of 9 a WHITE PINE WILDERNESS FOURTH ADDITION I � 111.5 _Dmma9. -• l � an aw.s IIb Sarl I PROPOSED .on. M. k Jean 1 I P'Wi4 Q�Af y' _ An�l prase PIO: I + R (ps 1109 Comn mnt Numbs. T]-t1pN, Mte] Nawnbw 14 =7 at &W AuG prpvM by ReaYleM MCWctere, InL IaFp aamt /n Pnl Amslan Toe Inwrnp Cwnpmr) 14-32-24-0-0022 9 1n.4o1 .a.H. I LEGEND 6-.i �- I must a M112 nxz wA9aRxPs mid Amnox, Maw wamr, uHamam. .�} SE I } II P I I • - Denotes Found Irw Monument WeGantl KfolM1aug Rh, v=�(,`� (MMoo<"ay) \ I © - Dan as Dellnwtd by SeMGaa Company In 201) u (!,•Tw,u ,rorzx 1 leaee0 .e.ft k Ut9lty Ememen< EnHronmantol bNnq s Mel F n'aM. and ad}aDeg tat 10 and 1) 11ie flea mk b ph w,wy me wmpleW an Irpuet 4. 3011 Gty e( Mdry Anda 0.yntr aaN, - 1. - 3) BmFae Nam ars toed m <M1e mert nW,ely IMe of Ne el (0091 A edl1 qNE MIDGWE55 MIM Arrolor, MM Y a --H I- on 1e, TamNb J3, Nm9e r SITE DATA / J bw sM•f9.5a'E 1.86 LOTS/AC. v 1 1 I o) S+mled prap"Hy ^M'^n - D)rOad ol Ad.-), Mears. ux. 4) M am -al ulntes non been fad tradedn dem. ul al InaOne Mam been me MPAMMAM Paw to nr 11r� Ll 9 emwm n ma nada Stats o.., Iw nImNn (A51-AN-MJ3). 0e w0". I � 111.5 _Dmma9. -• l � an aw.s o PROPOSED .on. M. k Jean 1 I DRAINAGE AND UTILITY / prase PIO: I + R \ 14-32-24-0-0022 9 1n.4o1 .a.H. I I 1I10 JA70 6-.i �- I ; / \A} II P I I �. L _� \ I 8 - -----------'---- . 1 leaee0 .e.ft k Ut9lty Ememen< w I -A bNnq s Mel F n'aM. and ad}aDeg tat 10 and / .] I 10 feet F Wdh. and .jalnm9 Hgh1 or oust Nn. url... otbw.f...Nom . NI. p1oL 1. R 4 vv SITE DATA / J TOTAL SITE AREA 8.42 AC. GROSS DENSITY 1.86 LOTS/AC. v 1 1 I c 11r� �I II i � r � 5 •::, I I c i 4`4 190.00 W Homee, LLC I RD: I1{ 1!-21-24=a U �K o, 0. 7.6ZO0 ,env- ,rrr IIA/ 11 1 T [ C) I AI f- 1 /� \ I rrT 1 I L , IV L/ I � 111.5 _Dmma9. -• l / o PROPOSED I I I DRAINAGE AND UTILITY / .Mahan EASEMENTS ARE SHOWN THUS: R Jnad- HLCee of MN. II "� 1' 3lzsos ea.N. 9 1n.4o1 .a.H. I I 1I10 JA70 6-.i �- I ; / \A} II P I I '/ L _� \ I 8 - -----------'---- . 1 leaee0 .e.ft k Ut9lty Ememen< w I -A bNnq s Mel F n'aM. and ad}aDeg tat 10 and / .] S 10 feet F Wdh. and .jalnm9 Hgh1 or oust Nn. url... otbw.f...Nom . NI. p1oL / <� R 4 1.3 SITE DATA / J TOTAL SITE AREA 8.42 AC. GROSS DENSITY 1.86 LOTS/AC. v 1 TOTAL RESIDENTIAL AREA 7.54 AC. (NUMBER OF SINGLE FAMILY / SMALLEST LOT 111,401 S.F. LOTS/TOTAL STE AREA) / LARGEST LOT }80,660 S.F. / AVERAGE LOT -23,447 S.F. E)0S7ING ZONING R-4 / TOTAL RIGHT OF WAY AREA -30.88 AC. (per Clty of Andovw zoning map, 2017) / TOTAL NUMBER OF LOTS 14 PROPOSED ZONING R-4 / WETLAND/BUFFER AREA30 24 AC CITY OF AND,'DVER any ofA clew Pj>14- -24-21-OM2 e ural { Ew.mmt-= ala - 111.5 _Dmma9. -• l I - a4 I I I I I I I SIDE HOUSE) .Mahan LLC ee 9f MN, R Jnad- HLCee of MN. II "� 1' 3lzsos ea.N. 9 1n.4o1 .a.H. I I 1I10 JA70 1n,7ea ..n I: I \A} L d I I \ e E:-B].S __J \ I 8 - -----------'---- . 1 leaee0 .e.ft k Ut9lty Ememen< w I -A 1 NHIPoN r plot E 'M{DERN L I SECIXID ADD? ]ION R 4 1.3 114.038 offl I r-- 133,o3o .a.fL I I�1 v 1 1 I c 11r� �I II i � r � 5 r . I I }5S910 e9.k. TOTAL RESIDENTIAL AREA 7.54 AC. (NUMBER OF SINGLE FAMILY / SMALLEST LOT 111,401 S.F. LOTS/TOTAL STE AREA) / LARGEST LOT }80,660 S.F. / AVERAGE LOT -23,447 S.F. E)0S7ING ZONING R-4 / TOTAL RIGHT OF WAY AREA -30.88 AC. (per Clty of Andovw zoning map, 2017) / TOTAL NUMBER OF LOTS 14 PROPOSED ZONING R-4 / WETLAND/BUFFER AREA30 24 AC CITY OF AND,'DVER any ofA clew Pj>14- -24-21-OM2 e ural { Ew.mmt-= ala - 111.5 _Dmma9. -• l I - a4 I I I I I I I SIDE HOUSE) .Mahan LLC ee 9f MN, R Jnad- HLCee of MN. II "� 1' 3lzsos ea.N. 9 1n.4o1 .a.H. I I 1I10 JA70 1n,7ea ..n I: I .as. L d ;C K ;; 1 1 e E:-B].S __J LB]J_J Ls_3 4zoJ -'-'�------ - -----------'---- -_ l \ \/---0Mnage k Ut9lty Ememen< w I -A peIE NHIPoN r plot E 'M{DERN L 1 I 9 II SECIXID ADD? ]ION R a 11s__ _ .• - -_.S___ - F e' A 2e1 y --- -1 IF 162ND LANE. __._ ____.__. \ zxo r-'--� '. DoD r -------'I ,TP°moo m / SIDEGARAGE) SOi%9'49"W SIDE HOUSE) .Mahan LLC ee 9f MN, I Not Asepled Jnad- HLCee of MN. vei REAR SETBACK i\v I try I 1 PID: L d ;C K ;; 1 1 m �,-'B I 1 1 I I A n n II T I In T I w I -A V I L-1 IV I 1 I 9 II n t4,170 p.H. II 80 ft. 3144 e4 I 4 1.3 114.038 offl I I 133,o3o .a.fL I I�1 v 1 1 I I I 11r� �I II J 11 T (T + ��J L_9D.o I ___-- _ - eD 190.00 - - -- •.. Nfil PN ``\ 3.35 3T I 25.84 m N'ETIAND AND FLOW PLAIN) SIDEGARAGE) R.ncr xwnee no. I SOi%9'49"W SIDE HOUSE) .Mahan LLC ee 9f MN, I Not Asepled Jnad- HLCee of MN. vei REAR SETBACK PID: I try I 1 PID: Not AID: e 1 1 Nol Aael9nto m i I 1 1 I I A n n II __ r ✓ ✓ I • \ r - tiy5y9�% - - Go VnHd G.tned-. INC. 0 �y f4 -32 - Dip w. J L__� eD • W Homee, LLC I RD: I1{ 1!-21-24=a I 7.6ZO0 ,env- ,rrr IIA/ 11 1 T [ C) I AI f- 1 /� \ rrT 1 I L , IV L/ LOTS 4r 5 AND 8 / DW. rt RI AON E / I to a Ddameey LLC < ) UTILITIES AVAILABLE Prawn / FLOOD PLAIN AREA 31.72 AC. WATERSHED DISTRICT ---LOWER RUM RIVER / PIO: I / 0ap �ay�I n I Jeffrey N. a Pagcla a I 1t-sz-2t-z4-ro1s (LATS 4 5 AND 8) WMO / 1s-az-z4-z�-sola / Lot wD: NET RESIDENTIAL AREA -------±5.56 AC. MINIMUM RESIDENTIAL SETBACK DATA: 14-3z-z4-z4-W1z (TOTAL LOT AREA, LESS FRONT 35 Fr. N'ETIAND AND FLOW PLAIN) SIDEGARAGE) Fr. NET DENSITY 2.51 LOTS/AC. SIDE HOUSE) 10 FT. (NUMBER OF SINGLE FAMILY LOTS/NET SIDE CORNER) 35 FT. LOT AREA) REAR SETBACK 30 FT. ROAD MILES (CENTER-NE)0.10 MILES ' I / I 468"40'11"W 14-3z-z4-z4-W1z 1+32-24-24-oow Irrl L 1`VI I� / / 1 INCIDENTAL I S: I/A/U L 1\I L_ _._ L \/ VIIV V ;' `/ 119`79 N.ft Ili I ' RH H., LLC 1 / I A n n II 1 n nl T I I v v e0 I 468"40'11"W W Hpn a LLC 119,211 a9.k. / / 1 INCIDENTAL I S: WET I LAND 14-32-24 2 M27 12 To �a ;' `/ 119`79 N.ft Ili e0 I 468"40'11"W W Hpn a LLC S: 14-32-24 2 M27 I ' RH H., LLC D. 14-32-24-24-W26 LJ, L - FG - - Go VnHd G.tned-. INC. 0 f4 -32 - Dip w. eD I I BENCHMARKS 1.) Mora County Bnd:ma:k No 2034 Pd. 'No N D. e.N faw of Poor Pde No. 87222. 0_tfor - 90).72 (NGW 29) 2) MON. County BncM1mah No ZION Rdeoad wire 1n Ue Mh.ed fore. ON Poxv Pd. No. 111017. B.mtl.-904.19 (NCA) 29) D, O•��z a�a H ¢OEX �Uw� m W � Cj LL Z� C W C fL O m UJ FN 006 ^ \ way a \ 2 (P 7 D �mm^ m w C O L E h LLI zz Q aA 0 0• Q I••' N � z 3c t; a N W=`mo f feel 0? W W 7 ¢ U a .~. M. 3 LA lW� N G 0] O O'm c LUM W 1 - m N C O.¢ F §„$e REVISIONS $ 1. Gneamm.ale-311yye 6. x. .M aeeaxalaaanae 9/zy18 � oB KCM RIu N O: 13108/1] ]a9] f raareby-rd"etmn p raw, p,ep.we br m: Or`oaaa.''y 2 al can eras Ina Lm. sola E. t�eam1,0 anaar the moue e° Name: m,arra aneaaa N..11U1 3y Slgnawre: Yi w.K 15/// 8 oan 13/09/17 Ufanee M'. 40361 3 Or Af I / / / / \ 6 \ \ \ INV 9W.] a 9083/ H1T1flAHT W/ / GI DATE VALE I CN0. FL 90&Y I L---------- - r Male""921 INwBW.{ I G BS -909.8 \, I J NGWL = 895.0 NWL = 897.4 100 YR HWL = 898.1 (PER WHITE PINE MMERNESS END ADDMoN BY HNWISW ANOEHSSM) 0 25 50 I00 (IN� BENCHMARKS I) Ra Annstafthl No Still a epIX. FmNe marde fes. of Paes Pae No. 872M Bowdon - 9=72 Ml 29) 2) Al County Bentllmark No 2°35: RaBnoE aphe In tb aNwrt to- ot P.- Pa. No. 111M7. Elsoothe 0A19 (NCW 29) CN.L�TOU Dp ° Know whaesbelow. Cell before you dig. IM1e zunw.ea<e aBMy of -tion ehorm an this Plan ;. utnNy Ol I, L.M D. IN shE all lava vas eete.mmea "o.Em9 m the guidelines of C/AE38-02. entitled •Stanaam OmeNme fw the Caneetlon o d DePll ed E:Isting Suew.meo U(nity Data. 81NMINW9 BITE PLAN LEGEND Y i'_Y GENERAL 1. NOTES: SANITARY SEWER SERVICES SHALL BE 4' SCHEDULE ES W/ EXSTING PROPOSED 12' w 40 UNLESS OTHERWISE NOTED. WAND 100 HWL 898.1 TRAW d 901,8 a GH IE: 90> 2. WATER SERVICES SHALL BE I" DIA. MIN. TYPE'K INV_ . 898 908 =-----___- COPPER WITH 7.5' MINIMUM COVER. ______l in- ;�ses'______ O.FNNACE. UTILITY 1 AND MAL EASEMENT _ _ I i8S-908.0 I 30• Mlx. NEAR sETeAa )06. IS MAL I @ $ I I 9 10 ] I` I Sal3. IE 901.45 97.27-5 CWNECT TO it sell SEWER L____�_____J IX B' WM NEE II Elij RµanaAN i i10 / RE 906.70 2' 'q S&w-ws9 I ! l- I s / cs>•sa1'� / / IE 897.92-W 5.10 INw9a0s :I: SkW-1+61 SBYryMBD INw899S J IE 897.8 -S I L _ _ICS-90i��/ 6-9093 / J IS&w•-I+91 1 WEn/wO 2ND LANE NW � S6w�7s // // lxy-e9ao�< / 12 5. SANITARY SEWER & WATER SERVICES SHALL BE and �Y 'S�O�•V.wt�{� ENI �� ne-e PC.1ve s Smwa ai 1 1 1e5'4 1S W.t I I RADIUS ;23.4 / RADIUS I I --S&W-0463 RE 907.57 ayyr-o«as i f mwaoos IE 898.72 -SWI MH Inv -900.5 C5-9080 I IE 898.62-E RE cE-sos.5 I I IE 8 j l 3 I 2 IE 8 1 1 CBM, 4 1 RE 9C OIE 901 L-____� LIE 90( STEM SIMI, (RIXpE. w 3RD AD DITIEI1ON O RI DQ�EP SWC 1 I IX IE 696.1 \ I m 2 162ND . LIGHTING NOTES' \ Eo / PROPOSED UGHT LOCATION. FINAL LOCATION TO BE VERIFIED WITH CITY/CONNEXUS. 01 2 ^ ^ O0 nz 3Oa N W M1 M is,1It N y=sem^ rc w f K L �' Z� CLL '11 N O A C D m VJ N O ^ r wa ,^�Eo -m 0, 0^ w 0 a LU W W H Z R_Z to a W 00�� w a� 3o> N j W o 0 w Z a c o J D CL LIJ WR a F a w x 3 LU m M G o M yJE ¢ z W D -I m mI0 J <o � J rvA ¢ F A i REVISIONS 9 Go SMAS ugne, wn4.: and law a.a g 3. F 6. WDB 4 SIGNED DY: DESIGNED ISSUE Y( DATE: 1y08/iJ I teres, sen", Is Us Plan. epaol ....pert re'T' Lm [`I amt. m� Tl ELM se, p..P.... sede-, I. oqego h«:ontese.rMmmm<. a a Name: DNan 1.K etaf., P.E. Signa Ns l 1 Dere: 12/0DI7 u.en .:'21'E63 ya 5 4 ' Of 9 s a BITE PLAN LEGEND GENERAL 1. NOTES: SANITARY SEWER SERVICES SHALL BE 4' SCHEDULE EXSTING PROPOSED 100 YR = 897.9 (ATLAS 14) 40 UNLESS OTHERWISE NOTED. PROPERTY UNE 100 HWL 898.1 SINGLE FAhl SE 0l UNE B&w 7S\\ 80' MIN. AIDE LOT 2. WATER SERVICES SHALL BE I" DIA. MIN. TYPE'K INV_ . 898 908 =-----___- COPPER WITH 7.5' MINIMUM COVER. BITUMINOUS 1 CONCRETE I i8S-908.0 I 30• Mlx. NEAR sETeAa )06. IS SANITARY SEWER SERVICE WYES ARE STATIONED FROM �aT 1 RE 905.10 1 Lor w 97 Sal3. IE 901.45 97.27-5 it sell SEWER L____�_____J 101'"' 4. 2' 'q WATER MAN - --- Ix - LA YM CROS IMG -1 MINIMUM nV BUBDABUE 5.10 GARAGE a Fr. JUST BEFORE THE RISER PIPE. 14 ----- n BLOB PAn xWSE 10 n. IS&w•-I+91 1 WEn/wO -__-___ 1.85 1 B aR 5. SANITARY SEWER & WATER SERVICES SHALL BE FENCE -' - • - - INV -898.0 I6-9018 1 CONSTRUCTED TO THE R/W. To IX SNB - I 1.38 uaNT PCE L 3s' MIN. Faaxr sENAac 9m WATER AND SEWER SERVICES SHALL HAVE 3' OJECTMO Box o ________J 'GSE OF EXISTING g I WOCWXECr1D SANITARYEEW£R I MALE" CWSIFR # ) IL -,j "I 1Aq 3(N IJ (FIELD VERIFY) I I Z I 3 TEIEY.SW BOX 8 7. aW •�� .9 -Ll it `°' �p"'y, tT_' �`Vi L�' o -0t b� J L,.4'1�v4 AND SEWER CROSSINGS. reEruxlxG wAu AT STORM SEWER SCHEDULE -'---��-- LEAST NBEET FROM MY INIE�1tYCRW. STRUCTURE NEENAH L _ _ _ _ _ TYPE & No. SIZE CASTING or EQUAL NUE NW" -- CBMH-101 48" DIA. R -3067-V ii CB -102 I 24"X36" "ll vi a ii I I _ m m mx - - TYPICA•- SERVICE INFtl II=928 - SM 1.SIM NM EL. CS -935.8 - MRS BOX FL a PL 01 2 ^ ^ O0 nz 3Oa N W M1 M is,1It N y=sem^ rc w f K L �' Z� CLL '11 N O A C D m VJ N O ^ r wa ,^�Eo -m 0, 0^ w 0 a LU W W H Z R_Z to a W 00�� w a� 3o> N j W o 0 w Z a c o J D CL LIJ WR a F a w x 3 LU m M G o M yJE ¢ z W D -I m mI0 J <o � J rvA ¢ F A i REVISIONS 9 Go SMAS ugne, wn4.: and law a.a g 3. F 6. WDB 4 SIGNED DY: DESIGNED ISSUE Y( DATE: 1y08/iJ I teres, sen", Is Us Plan. epaol ....pert re'T' Lm [`I amt. m� Tl ELM se, p..P.... sede-, I. oqego h«:ontese.rMmmm<. a a Name: DNan 1.K etaf., P.E. Signa Ns l 1 Dere: 12/0DI7 u.en .:'21'E63 ya 5 4 ' Of 9 s a BITE PLAN LEGEND GENERAL 1. NOTES: SANITARY SEWER SERVICES SHALL BE 4' SCHEDULE EXSTING PROPOSED 40 UNLESS OTHERWISE NOTED. PROPERTY UNE SINGLE FAhl SE 0l UNE ------- ------- 80' MIN. AIDE LOT 2. WATER SERVICES SHALL BE I" DIA. MIN. TYPE'K MRS =-----___- COPPER WITH 7.5' MINIMUM COVER. BITUMINOUS CONCRETE re -15 30• Mlx. NEAR sETeAa SANITARY SEWER SERVICE WYES ARE STATIONED FROM Lor w THE DOWN STREAM MANHOLE. Sal3. OEM sell SEWER -o----- -C- SDE YARD SETBACKS 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BEND WATER MAN - ----- -I- MINIMUM nV BUBDABUE GARAGE a Fr. JUST BEFORE THE RISER PIPE. sTao2 SEWlERT-AND ----- n BLOB PAn xWSE 10 n. WEn/wO -__-___ 5. SANITARY SEWER & WATER SERVICES SHALL BE FENCE -' - • - - CONSTRUCTED TO THE R/W. oNRHEAB EIECTXN - uaNT PCE 3s' MIN. Faaxr sENAac 6. WATER AND SEWER SERVICES SHALL HAVE 3' OJECTMO Box o R/Vl SEPARATION. TELEPHONE BOX a TEIEY.SW BOX 8 7. MAINTAIN 1.5' VERTICAL SEPARATION BETWEEN WATER R°MR POLE `°' NOTE: AND SEWER CROSSINGS. reEruxlxG wAu AT LEAST NBEET FROM MY INIE�1tYCRW. 01 2 ^ ^ O0 nz 3Oa N W M1 M is,1It N y=sem^ rc w f K L �' Z� CLL '11 N O A C D m VJ N O ^ r wa ,^�Eo -m 0, 0^ w 0 a LU W W H Z R_Z to a W 00�� w a� 3o> N j W o 0 w Z a c o J D CL LIJ WR a F a w x 3 LU m M G o M yJE ¢ z W D -I m mI0 J <o � J rvA ¢ F A i REVISIONS 9 Go SMAS ugne, wn4.: and law a.a g 3. F 6. WDB 4 SIGNED DY: DESIGNED ISSUE Y( DATE: 1y08/iJ I teres, sen", Is Us Plan. epaol ....pert re'T' Lm [`I amt. m� Tl ELM se, p..P.... sede-, I. oqego h«:ontese.rMmmm<. a a Name: DNan 1.K etaf., P.E. Signa Ns l 1 Dere: 12/0DI7 u.en .:'21'E63 ya 5 4 ' Of 9 s a RAT TA1,17"ATTl1N BLOCK LOT NOOSE ELEVATIONDRIVEWAY TYPE OFCURB CURAGE FLOOR asprod %) EIEYgTON PROPOSED LDAAST IAWEST pul OPENING ELVATION EIEVATON ESTIMATED HIUI EMERGENCY ANFIOPATED ]IIOVEAR FLOOD OVERFLOW WADIRTASIE EIEVATON ORM01'l1ED EIEVATON Sql 1 11 wO 9164 9160 62% 9025 %1.5 NA NA 895.0' I 2 WO 9068 9160 55% 9025 9025 NA NA -i95.0- 1 1 3 1 MID 9077 910, 18% 90;5 9015 898.1• NA 8960• 1 4 MID Mail 1 910.5 GAL 9015 9015 8981• NA 8950• 1 5 WO 19084 -(/-- 'IIf \ 910.5 G3% 9015 9015 8981• NA 895.0• 1 6 MID908.1 MI 910.5 4936 9015 %1$ Mi NA 895, 1 7 VAD 93)8 9110 GS% ill 9015 898.1• NA 8D' 0• 1 8 LO 2 907.1 MIS G7% MI 1 9085 NA NA 8960• 1 9 R 916.8 9iA.$ SPX 9920 NA NA 893.5 895.0' 1 SO MID 9064 9FB.5 64% 910.(1 9055 NA F.5 8980• 1 11 LO 9061 90AO 60% 9115 900.0 NA 893.5 895°• 1 12 WO 9089 903.0 63% 9015 9010 8981•• 899.5 8950• 1 13 WO 9056 903.0 ).036 9015 9010 5981•• 899.5 895.0' 114 VI M13 9160 SPX MIS 9010 1 8981•• 899.5 895.0' mammum wx P-Pnow h. ne f waow me up,... M...... VN us.TsN.. •%.WMI....."ObIrlds.. OLalus. by N.k.r- Maanan •• Dan.' IWNFAR.I.S.G[o &I .lew[lon STREET A ODPLAIN FILL TURF ESTABLISHMENT/EROSION CONTROL NRF ESTABLISHMENT SHAH APPLY TO ALL °ISNRBED AREAS AND SHALL BE ACCORDING TO Mn00T STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) EXCEPT AS MODIFIED BELOW. NRF EST41LUSIMENT SHALL OCCUR AS WON AS P059BLE BUT IN NO CASE MORE THAN 14 DAIS AFTER GRADING COMPLETION. SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. DORMANT SEED: SHALL BE APPLIED AT T'MCE THE NORMAL RALE AFTER NONEIADER 1ST. MULCH: TYPE I AT 2 TONS PER ACRE (OWK ANCHORED). FERTIWER: TYPE 1 10-I0-10 AT 200 POUNDS PER ACRE. OEYELOPER SHALL REMOVE ALL EROSION CONTROL FEATURES UPON ESTADMSHMENT OF PERMANENT EROSION CONTROL INI£T PROTECTION SHALL BE REMOYID PRIOR TO FREEZE UP AND REPLACED IN THE SPRING IF SITE 9TABILDATI°N IS NOT ACHIEVED. MAXIMUM SLOPES SHALL BE 4:1 IN ALL LOCA11ONS. I I / R.UNAGE MI / DR T _IL FASwwT CALL YW q0 Know what's below. Call before you dig. me wbsurmce utJlty donTaeon Mownn this Plan Is oUhty ouarty Level D. This quality loW was eetormlnad acwmmg to We gomamn of Cl/ASM 311-W. entitled 'Standard Culdr " for Lbe CallecUon and DePictlon of Existing Subaurfam Utility °ata' FLOODPLAIN SUMMARY ® FLOODPLAIN MITIGATION a 438 C.Y. Pa'sI�"i`r3 FLOODPLAIN MITIGATION = 37 C.Y. (wo Mlanag) FLOODPLAIN FILL = 442 C.Y. 1`5 '2_9 FLOODPLAIN FILL - 20 C.Y. fano ADoinicto TOTAL FLOODPLAIN MITIGATION = 13 C.Y. c7 LEGEND J \� , EA54AOT LINE NGWL =895.0 EASEMENT NWL = 897.4 LOT N0. 100 YR HWL = 898.1 (ATLAS 14) �\ \ (PER WITE PINE WmERNESS END P SURFACE DRAINAGE Mmn011 BY HAKMSa1 ANDERSON) HOUSE MES \ FLOODPLAIN IR MITIGATION GROUND ELFVATON cnu I O BUILDING ,,I rro 2 ENIRT WALKOUT EMIDC -RAMBLER WNHWi (FULL BASEMw1J SE -SPILT EN TRY RECOMMENOEO 0 1 16.5' BUFFER STREET A ODPLAIN FILL TURF ESTABLISHMENT/EROSION CONTROL NRF ESTABLISHMENT SHAH APPLY TO ALL °ISNRBED AREAS AND SHALL BE ACCORDING TO Mn00T STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) EXCEPT AS MODIFIED BELOW. NRF EST41LUSIMENT SHALL OCCUR AS WON AS P059BLE BUT IN NO CASE MORE THAN 14 DAIS AFTER GRADING COMPLETION. SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. DORMANT SEED: SHALL BE APPLIED AT T'MCE THE NORMAL RALE AFTER NONEIADER 1ST. MULCH: TYPE I AT 2 TONS PER ACRE (OWK ANCHORED). FERTIWER: TYPE 1 10-I0-10 AT 200 POUNDS PER ACRE. OEYELOPER SHALL REMOVE ALL EROSION CONTROL FEATURES UPON ESTADMSHMENT OF PERMANENT EROSION CONTROL INI£T PROTECTION SHALL BE REMOYID PRIOR TO FREEZE UP AND REPLACED IN THE SPRING IF SITE 9TABILDATI°N IS NOT ACHIEVED. MAXIMUM SLOPES SHALL BE 4:1 IN ALL LOCA11ONS. I I / R.UNAGE MI / DR T _IL FASwwT CALL YW q0 Know what's below. Call before you dig. me wbsurmce utJlty donTaeon Mownn this Plan Is oUhty ouarty Level D. This quality loW was eetormlnad acwmmg to We gomamn of Cl/ASM 311-W. entitled 'Standard Culdr " for Lbe CallecUon and DePictlon of Existing Subaurfam Utility °ata' FLOODPLAIN SUMMARY ® FLOODPLAIN MITIGATION a 438 C.Y. Pa'sI�"i`r3 FLOODPLAIN MITIGATION = 37 C.Y. (wo Mlanag) FLOODPLAIN FILL = 442 C.Y. 1`5 '2_9 FLOODPLAIN FILL - 20 C.Y. fano ADoinicto TOTAL FLOODPLAIN MITIGATION = 13 C.Y. c7 LEGEND J BLOCK / DRAINAGE k Ilnutt EA54AOT LINE EASEMENT q. LOT N0. CONCRETE C LOMEST FLOOR EIENATON SURFACE DRAINAGE \ HOUSE MES ->� IR -RAMRIFR (NLL BASEMENT) GROUND ELFVATON cnu LO -RAMBLER LOOKOUT (FULL BASEMENT) O BUILDING ,,I rro 2 ENIRT WALKOUT EMIDC -RAMBLER WNHWi (FULL BASEMw1J SE -SPILT EN TRY RECOMMENOEO 0 SENO-SPUT ENTRY WAL'(OUT GMAGE SIDE HYMANT ®` AO -SIDE LOOKOUT LETUD ANI9IFD EVA ' J_ SAO -SIDE WAU(WT N O LOT CORNER L _ _ _ J 65.5 -TUCK UNDER 666 ENOTES STEP CONDITION (IN 6' STEPS) UTILITY POLE STREET A ODPLAIN FILL TURF ESTABLISHMENT/EROSION CONTROL NRF ESTABLISHMENT SHAH APPLY TO ALL °ISNRBED AREAS AND SHALL BE ACCORDING TO Mn00T STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) EXCEPT AS MODIFIED BELOW. NRF EST41LUSIMENT SHALL OCCUR AS WON AS P059BLE BUT IN NO CASE MORE THAN 14 DAIS AFTER GRADING COMPLETION. SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. DORMANT SEED: SHALL BE APPLIED AT T'MCE THE NORMAL RALE AFTER NONEIADER 1ST. MULCH: TYPE I AT 2 TONS PER ACRE (OWK ANCHORED). FERTIWER: TYPE 1 10-I0-10 AT 200 POUNDS PER ACRE. OEYELOPER SHALL REMOVE ALL EROSION CONTROL FEATURES UPON ESTADMSHMENT OF PERMANENT EROSION CONTROL INI£T PROTECTION SHALL BE REMOYID PRIOR TO FREEZE UP AND REPLACED IN THE SPRING IF SITE 9TABILDATI°N IS NOT ACHIEVED. MAXIMUM SLOPES SHALL BE 4:1 IN ALL LOCA11ONS. I I / R.UNAGE MI / DR T _IL FASwwT CALL YW q0 Know what's below. Call before you dig. me wbsurmce utJlty donTaeon Mownn this Plan Is oUhty ouarty Level D. This quality loW was eetormlnad acwmmg to We gomamn of Cl/ASM 311-W. entitled 'Standard Culdr " for Lbe CallecUon and DePictlon of Existing Subaurfam Utility °ata' FLOODPLAIN SUMMARY ® FLOODPLAIN MITIGATION a 438 C.Y. Pa'sI�"i`r3 FLOODPLAIN MITIGATION = 37 C.Y. (wo Mlanag) FLOODPLAIN FILL = 442 C.Y. 1`5 '2_9 FLOODPLAIN FILL - 20 C.Y. fano ADoinicto TOTAL FLOODPLAIN MITIGATION = 13 C.Y. c7 LEGEND PROPOSED PROPERTY LIKEEXISTING EA54AOT LINE CAPE LINE BINMINWS CONCRETE C SANITARY SENER -- - 1 Y l \•I SIpW WNER -- ->� WATER MAIN p OVERHEAD UTILITY cnu STORM CATCH BASIN O STORM MANHO E • CUTLET CONTROL STRUCTURE 0 MANHCI£ 0 pi2�1 1 HYMANT ®` N 4 S E,:, DATE VALVE w TFliN9ON BOX Ij TELEPHONE BOX IJ e/ ^\ I UTILITY POLE RETAINING WALL FENCE - - LI:III IC CONTOUR T CONTOUR - _ I FwA FLOW RAIN �.-- -(/-- 'IIf \ NEIVND LINE --- N SPOT QLE)rnon _..._ ......_ r v E.O.F. EMwT OVERnlM ♦♦ ♦[N SPOT ON FOR ELJP FOR MI swalPs LDN 2X ®o BE ME m BE BLUE Tamm SALT FENCE ...... - TREELNE rl'YY, SUBGRADE CORRECTION FILL MEAS NERAND FILL MASSTRAIL J MMbO% OUSTER [� // II (IN FEET) all 7 I "Fl..M .. I , " 01221, - II, AMINflKI MR. LCM tNxwa.WX.? (FUR WE Vq! 11 NORTH! %OODS 09 PRESETUVE DRUM SPACE 5. NWL as 897.6 ,os . Fc "It YR HWL B -B 898,1 It A :4 T IN mwl 146 SX 56 F i a�' • "`n L _-108 J L 10R •' Pa �, +' �� v 8.p 1 Y l \•I PIEZOAEfw (11/20/05) - GROUNDWATER p 1 / 1p ELEVATION 8945 2 I SDG tl \ O _ IX _ I� pa °A Z' 4 ` TION �� of b 3 3 pi2�1 1 `l N 4 S E,:, V I NOTRnNCE�, e/ ^\ I LLI LLI LI:III - _ I � -(/-- 'IIf \ ��j N g CITY Of�� 162ND AVENUE d �\ I J 2 " (IN FEET) 0 BENCHMARKS ' I I 1J M.ka Cwnty Bmchaark No 2034 Ro6rcaa yde N N. south MI of Paw I XYp'P T"" 22. o.wum -7900.72 (NGw 29) _ - - - - - -I 2.) ndmrom amus m clunI No i°m: NOTE A T -V "YER OF PEAT WAS IDENTIFIED IN SOL BOING13 9. 10 AND 14 APPROXIMATELY Il' BELOW CRUACK, THE CONTRACTW .FIA11 ftw04E of Poser PNe Na 111017. Bawtl.n�BOfi19 (NGw 29) ALL PEATY MATERIAL. B1n-0N THE ENTRE REMOVAL SHALL BE ORTFlm BY WE PoONT W WAY MD TO A PONT 110' BEYOND WE PotlIT GEDMONN1CAL ]ENGINEER PRICK TO ACOPTMO: OF WE Ci WAY ON LL. BUILDABLE LOTS THIS PROJECT BY WE Ott OF MOCKER. IS O In Z n ^ W O•=DOW v8. N : M n IN zoz^ .UR,,, g) E X L WW O LL c L9 � N O 1D On^ U w 1O ON m O zu v8. \ ` 0OI O D D: pJ ON ^ jM Ld W0 C O 0. Z y) g 1n a W D J a I 0 F _j 0 O Q U )yam 0 0 Z Z Z a c a H O H = ¢ y H 0 WR W C w a W Cd W 3 o� (n W ON M 0 CUrn M 1 UT u ¢ z C MYU, W m m J W 0 � J A ¢ 0 REVISIONS b 1. 3/12/18 Cry CommerP IFN! Plans) E 2. 3/tyle dr.u. Low Ma T- DRAMN BY: O5s1DneD 6r: POB ISSUE NATE: 12/88/y) MM that LMlan. S P.pe.mc.uon orP ort e,,p.p..easym.a,.nae. m.n enpearloon . em . duly e •ys of Ne SlaF el soars oar " un0er me Mame: B, on 1.KM[pfl.k. P.F. Signature: a Dale: 12108/17 Jorose I: 25063 5 5 Df 9 1 WAIL FCf n. rvuuns EERvz v SPPCF nl4 [:45 V) —, 0 25so im � (IN FEET) L BENCHMARKS _ _ 1.) Mdra ZMty B 1tmork No 2034: RaArwJ N Ole ewW face of Pow qhs Pd. No. BM22 \ EI — SM72 (NGYD 29) / 2) Moka Coety emamork No 20M \ R,I hs N Ne northwest face q o/ Pow Pde Ha II101 ]. EI.w11m.901.,9 (NCW 29) m m C. w rc z a a O' �v�M > N tp yzaZ L 2� 03 LL a m-_ �0 w � m U Om = t�� N��way a Z,, 5rcm to n jM .. 2 W W p 6 ia LU Z 1rZ n m F > 3c> W Z III W m S ¢ a w w V~ u IL LLI H laeIl w _ � 3 En uj L M M 000 � M > m ur ¢ Z Qei N W n m Co 0 J � c 0. J.¢ H 8 4 REVISIONS v.e/vyve ary Gmm nts (Foal vbne) p2 3. 5. p 6. DMvm Bv: DDIMMED BY: BIK fi 155VE DATE: lyDe/1] y$ 5 I Mmay' "'N that Vi 11, ep.el.1wn mreumeo vwrtnw.ad oat Inme.eeury uten:ea raaaaV-1 E191,11, edea the Name: Brian 3. Krvetofak V.E. 5d S'na n:� Date: 1L05/17 U—Sis 15063 n 6 _9 of 9 e 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members J CC: Jim Dickinson, City Administrate Joe Janish, Community Developm t Di ector FROM: Stephanie L. Hanson, City Planner SUBJECT: Public Hearing - Vacation of Drainage and Utility Easement — White Pine Wilderness Second Addition, Outlot A - Planning DATE: April 3, 2018 DISCUSSION As part of the plat for White Pine Wilderness Second Addition, a drainage and utility easement was dedicated to provide easement so the water main could be extended to the northern boundary of the plat, connecting with the drainage and utility easement through the North Woods Preserve open space. This provided a water loop system for developments to the north. Trunk sewer and water lines to service the Fourth Addition will be located underneath the street, with the exception of the water main that will require an easement between Lots 7 and 8, Block 1. The required easement will be dedicated as part of the White Pine Wilderness Fourth Addition final plat. ACTION REQUESTED The Council is asked to hold a public hearing and approve the proposed vacation of drainage and utility easement. Attachments Resolution Easement Vacation Exhibit Location Map Respectfully submitted, Stephanie L. Hanson City Planner Cc: Karen Emmerich, 11337 President Drive NE, Blaine, MN 55434 Nathan Jones, Tollberg Homes, 1428 5ch Avenue, Anoka, MN 55303 R9 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO A RESOLUTION GRANTING THE VACATION OF DRAINAGE AND UTILITY EASEMENT FOR WHITE PINE WILDERNESS SECOND ADDITION, OUTLOT A, LEGALLY DESCRIBED AS FOLLOWS AND SHOWN ON EXHIBIT A: All of the drainage & utility easements lying over, under, and across the property legally described as Outlot A, White Pine Wilderness Second Addition, Anoka County Minnesota WHEREAS, the developer has requested to vacate the described drainage and utility easement; and WHEREAS, a public hearing was held and there was no opposition to the request; and WHEREAS, the City Council finds the request would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby grants the vacation of drainage and utility easement subject to the following: 1. The vacation of easement shall be recorded at Anoka County. 2. The vacation of easement is contingent on the approval of the final plat known as White Pine Wilderness Fourth Addition. Adopted by the City Council of the City of Andover on this _ day of April 2018. ATTEST CITY OF ANDOVER Michelle Harmer, Deputy City Clerk Julie Trude, Mayor Denotes Drainage and Utility Q Easement Vacation Area f, Carlson McCain NVIRONMENTAL• ENGINEERING• SURVETI 3890 Pha8oan0 Ito, Drive NF, Suite 100, Blaine, MN 55449 Phone: 763-489-7900 Fax: 763-189-7959 1-16850–esmt vacation Drainage and Utility Easement Vacation Sketch 1 � 01�• r. C R el C J S VZ - 1 OIITL07 A ORARVAOE AND 1177L/7Y EASEMENT VACA770N OE5C9/P770N• All of the drainage and utility easements lying over, under, and across Outlot A, as created and dedicated in the plat of WHITE PINE WILDERNESS SECOND ADDITION, according to the recorded plat thereof, Anoka County, Minnesota. Said described area contains ±32,552 sq. ft. GRAPHIC SCALE 0 50 100 200 (IN FEET) (11x17 sheet) CU a �w to LJ " R"v'LJJ CC.^ADD11111 nY'E ,� I" LJ CO _j ORARVAOE AND 1177L/7Y EASEMENT VACA770N OE5C9/P770N• All of the drainage and utility easements lying over, under, and across Outlot A, as created and dedicated in the plat of WHITE PINE WILDERNESS SECOND ADDITION, according to the recorded plat thereof, Anoka County, Minnesota. Said described area contains ±32,552 sq. ft. GRAPHIC SCALE 0 50 100 200 (IN FEET) (11x17 sheet) CU kK57OVER Andover General Mapping Map 16474 16422 16425 N 16425 16437 16289 1463 1367 3143 1213 16231 1451\ 1372 16205 1657 16191' 1360 16181 1218 g 16186 16179 365 16169 L�°ll 16157 1487 16164 16167 16157 16141 1'6138 I 116129 1376 1352 I 1'6118 !16117 aC�3E3� ll� 1483 1459 16095 16084 16093 16034 1495 16065 1'482 16035 1160714 16022 16023 16064 16063 16010 16015 1457 1374 15996 16037 ° 15989 1235 •15981 159817\ 15960. 15977 15976 159714 1326 16000 15956 15966 15964 1.254 15956 15954 15947 15976 115978 15950 1594` 15942 15937 15959 15940 15937 15934 15932 15927 15958 1567 15924 15922 15917 15932 15948 15912 15909 15907 15920 15924 15827 1570 r- 15897 15908 1542 115012 1454 15885 158131 1346 15896 15894 1568 1501 15873 15884 15880 Date Created: March 22, 2018 Disclaimer., The provider makes no representation or warranties with respect to the reuse of this data. no 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 Administra `I Joe Janish, Community Develop en irector /f FROM: Stephanie L. Hanson, City Planner SUBJECT: Approve Final Plat - White Pine Wilderness Fourth Addition — Tollberg Homes - Planning 4 DATE: April 3, 2018 INTRODUCTION City Council is asked to review the final plat for White Pine Wilderness Fourth Addition. DISCUSSION The proposed final plat creates fourteen (14) single family lots. ACTION REQUESTED The Council is asked to adopt the attached resolution approving the final plat with conditions. Attachments Resolution Final Plat Re ctfu s fitted, Stephan L. Hanson Cc: Karen Emmerich, 11337 President Drive NE, Blaine, MN 55434 Nathan Jones, Tollberg Homes, 1428 5`h Avenue, Anoka, MN 55303 n CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO RXX A RESOLUTION APPROVING THE FINAL PLAT OF "WHITE PINE WILDERNESS FOURTH ADDITION" FOR PROPERTY LEGALLY DESCRIBED AS; White Pine Wilderness Third Addition, Outlot A WHEREAS, the City Council has approved the preliminary plat for the project to be known as "White Pine Wilderness Fourth Addition"; and WHEREAS, the Developer has presented a final plat of White Pine Wilderness Fourth Addition; and WHEREAS, the final plat follows the approved preliminary plat, dated March 23, 2018. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of White Pine Wilderness Third Addition contingent upon the following: 1. Title Commitment and final plat must be approved by the City Attorney. 2. Development Contract and Assessment Agreement which includes associated escrows shall be executed prior to the filing of the final plat. 3. Park dedication fees and trail fees shall be paid prior to the release of the final plat. 4. Contingent upon staff review and approval for compliance with the preliminary plat, City ordinances, policies and guidelines. Adopted by the City Council of the City of Andover this day of 2018. ATTEST: CITY OF ANDOVER: Michelle Harmer, City Clerk Julie Trude, Mayor WHITE PINE KNOW ALL PENSONS BY 1HES£ PRESENTS That Tdlbery Horn, LLC, o Mlmeeoto ILnItM lublllty company, owner and proprletar of the following dmvbed property. WHot A NMTE PINE MLDERVE55 MWD ADDIPON• accoyNg to Me recorded plot Mmc1. Malta aunty. MLinoata Haa .....Me same to be amTed old Matted oa WITE PINE Np-OERNESS FC M! AIMMON and do- hereby dedicote to Me pabtle lar pi vas fwarm the public may and the dmina, and utility mdr ents as shown on this plot In wiNea ef—f To T.111m, Nom, LLC, a Mpe-to Ilmllq IIabMty .-pan,, hey sowed thee. posts to be opined by Its props office this _ any of 2O� TOLLBMIS HOMES. LLC By. Wind° M. Toll.fam, al°f Monoger STATE O COUNTY C Tho Instrument woe 066mvledged before me on by wade M. Tdlefam. Chief Noge Tau of ber, Hames, ., a arrammoM 1.11.4 11.11, ewnpany. - behalf of Me company. Notary P.M' My commuted eaplre c 1� McCain NMENIAL- ENGINEERING•SURVEYING CITY OF ANDOVER WILDERNESS FOURTH ADDITION COUNTY14,P. 3Z R E. SEC. 14, TWP. 32, RGE. 24 1 Thomas R. Baouff ea hereby wrtify Mat this Mat xaa prepared by me or under my a4e°t supeMalm: that I am a duly ua.neM Lard COUNTY SURVE U Surveyor N Me Stale of MI—mat.; that Mla plat la a cortat repmenta. of the boundary --,, Mat all maMdnatkal data and IMon I hereby corlify that In ccwdww NIM Whnewtor Statutes, Samtlm 505.MIl... II, lb. plot boa been rdNnwecl and apprttl am cwnxUy dedgnalM an Mile plot; Mat all monument. dpkted oa Mle plat how been, or xrI M concUy yet rRNn w° pap that cell Nle _soy of 2O_� water bomdory. and eat land. ae doMM In dimmoda Statile.. Sect. ..O1, Sold. 3. a° of Me date of thio cmlu-M ve shorn and latent an Mle plot and all public rap are ehorn and labeled an We plat By. Doled Mie _ day of 20_. Chode° F. Of County ty arveyor Thane'R. BalluH, llaraea Land aw rpr Minn -s !keno. N. I0.1 STATE OF WUNtt OF, .I. Merriment war aeknonlWgW before me on by Mama, R. Balluff. Notary Fubll4 by cm,mlaalon mg4w cN V =Nat. OW OF INDONA. MINNESOTA MINplat of NHITE PINE WILDERNESS FOURTH ADDITON end appr°wd and .,led by Me City Council of Me City of Mdovw. Mlnnemola at a rel mmNng Mrwf held Mr. day of zO— an yald plat le In .-Pit-.. xIM Me proNMme of MNneaola Statutes. Seaton WSW, Surd. , Ott COUNCIL Cltt OF ANDOVER, MINNESOTA 8,_Mayor 8% CYrk COUNTY AUpiCR/IREAiURM N -,,t to linaloota StoWbc Secllm E6q°ll. SUM. 9, toes. mlooKe In Me tear iO_m Me land hwalnb.Kiv dumtaetl hew been paid. Ala, purwanl to Minnesota StaW leq Cmtr- 27212. Men are no d.Tr, nt taw. and harder entered Mt. _ day of 30� Ten Adnlnbytor COUNTY REOFDEH/REASTNM OF T1lA County of Make, Slate of Mlnnuel° I hereby certify Mat Mb plat of METE PINE W WERNESS FOURTH AIMITICN may Mod In the office of Me aunty Recorar/hegiumor of TTU. far "Milomcwtl an Md— day of 20— at _ ecack _M. and waa duly r°cNM ae l Doo Number County lfc dw Reglebar of Titles ey Deputy \ .r. ]Dose ...,.. __. e y _ _ — _ _ \ WOR, ge _ane uMnr Ea.emeno--` ` ev0 -- �c.za.00 nv n ns.es NBSV9�A3•E �I sBnitos•E I - asss '--asrs= ''� �- `rlai°" 9e 5 I SBBS9'WES % tr ° Ma -i>.o'eB�E 1 �o I$$ I I I ps+es9• 7` v < l Al \, r �r r`\. `N.� NT5n:7 I n r r of IRw I I I s>amlz°31E<'�_.Y j n` V fop e1 r / I lv C 1='518 vi Irl i. 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ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City Administra FROM: Michelle Harmer, Deputy City Clerk SUBJECT: Reschedule November 6, 2018 Council Meeting DATE: April 3, 2018 INTRODUCTION The first Council meeting in November falls on Election Day. DISCUSSION State Law prohibits Council meetings from 6:00-8:00 p.m. on Election Days. Therefore, Council needs to reschedule the meeting to one of the following: Monday, November 5, 2018 Tuesday, November 6, 2018 (The meeting would need to start at 8:01 p.m.) Wednesday, November 7, 2018 ACTION REQUESTED The City Council is requested to reschedule the first Council meeting of November. Respectfully submitted, I Michelle Hartner` Deputy City Clerk November 2018 Sun Mon Tue Wed Thu Fri Sat 1 2 3 4 5 6 ELECTION DAY 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 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 Administrato FROM: Michelle Harmer, Deputy City Clerk SUBJECT: Reschedule August 7th Council Meeting DATE: April 3, 2018 INTRODUCTION August 7, 2018 is scheduled to be Night to Unite and also a regularly scheduled Council meeting night. DISCUSSION To give the Council the opportunity to attend Night to Unite events throughout the City, it is recommended that the August 7, 2018 Council meeting be rescheduled. Suggested options are: ACTION REOUIRED Monday, August 6, 2018 Wednesday, August 8, 2018 Or another date acceptable to the Council Council is requested to reschedule the August 7, 2018 Council meeting to a date acceptable to the Council. Respectfully submitted, i Michelle Harmer Deputy City Clerk 5 12 19 26 c••" IVlon Tue Wed Thu Fri Sat 6 13 20 27 7 NIGHT TO UNITE 14 21 28 1 8 15 22 29 2 3 4 9 10 11 16 23 30 17 18 24 25 31 LC I T Y 0 F WOVEA 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Administrator Administrator's Report April 3, 2018 The City Administrator and Department Heads present 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. Administration & City Department Activities 2. Update on Development/CIP Projects 3. Legislative Updates 4. 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. ed,