Loading...
HomeMy WebLinkAbout09-14-2020-R Mayor: Address: David GrantIt 1245 W Highway 96 Arden Hills MN 55112 Councilmembers: ARQEN HILLS Phone: Brenda Holden 651-792-7800 Fran Holmes Regular City Council Dave McClung Agenda Website; www.cityofardenhills.org Steve Scott September 14, 2020 7:00 p.m. City Hall City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well-maintained infrastructure, fiscal soundness, and our long-standing tradition as a desirable City in which to live, work, and play. This meeting can be accessed remotely by joining via Zoom To join the Zoom Meeting, click this link (or copy and paste it into a new browser): https:HusNweb.zoom.us/j/85706614303 This meeting will be streamed live on local Cable Channel 16 and available for playback on our website. CALL TO ORDER 1. APPROVAL OF AGENDA 2. PUBLIC INQUIRIES/INFORMATIONAL This is an opportunity for citizens to bring to the Council's attention any items not currently on the agenda which are relevant to the City. In addressing the Council, you must first state your name and address for the record. To allow adequate time for each person wishing to address the Council, speakers must limit their comments to three (3) minutes. Written documents may be distributed to the Council prior to the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. Matters of litigation involving the City shall not be discussed during Public Inquiry by citizens or Council. The Council may not respond to speaker comments, engage in a debate, or take any action on the issues raised by citizens, but may direct City staff to research or follow up on an issue, if desired by Council. If Council directs further review by staff, the results of that review will be presented at a following regular Council meeting. 3. RESPONSE TO PUBLIC INQUIRIES 4. STAFF COMMENTS 4.A. COVID-19 Update Dave Perrault, City Administrator Documents: MEMO.PDF 4.13. Transportation Update Todd Blomstrom, Public Works Director/City Engineer Documents: MEMO.PDF 5. APPROVAL OF MINUTES 5.A. July 20, 2020 City Council Work Session Documents: 07-20-20-WS.PDF 5.13. August 10, 2020 Special City Council Work Session Documents: 08-10-20-SWS.PDF 5.C. August 10, 2020 Special City Council Executive Session (Closed) Documents: 08-10-20-SEC.PDF 5.D. August 10, 2020 Regular City Council Documents: 08-10-20-R.PDF 5.E. August 17, 2020 City Council Work Session Documents: 08-17-20-WS.PDF 6. CONSENT CALENDAR Those items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda. 6.A. Motion To Approve Claims And Payroll Gayle Bauman, Finance Director Pang Silseth, Accounting Analyst Documents: MEMO.PDF 6.B. Motion To Authorize Purchase Of Ford F150 Extended Cab Pickup Truck Todd Blomstrom, Public Works Director/City Engineer Documents: MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF 6.C. Motion To Award 2020 CIPP Lining Project To Michels Corporation David Swearingen, Assistant Public Works Director/Engineer in Training Todd Blomstrom, Public Works Director/City Engineer Documents: MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF 6.D. Motion To Approve Resolution 2020-041 For Denial Of Findings Of Fact And Decision - Planning Case 20-004 - Variance At 1741 Venus Avenue Joe Hartmann, Associate Planner Mike Mrosla, Community Development Manager/City Planner Documents: MEMO.PDF ATTACHMENT A.PDF 6.E. Motion To Approve Planning Case 20-005 - Development Agreement - Bethel University - 2 Pine Tree Drive Mike Mrosla, Community Development Manager/City Planner Documents: MEMO.PDF ATTACHMENT A.PDF 7. PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. 8. PUBLIC HEARINGS 8.A. 2021 PMP Street And Utility Improvement Project Todd Blomstrom, Public Works Director/City Engineer Documents: MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF 9. NEW BUSINESS 9.A. Resolution 2020-037 Ordering Improvements And Preparation Of Plans And Specifications For The 2021 PMP Street And Utility Improvement Project Todd Blomstrom, Public Works Director/City Engineer Documents: MEMO.PDF ATTACHMENT A.PDF 9.B. Set Preliminary Levy And Establish Truth-In-Taxation Public Hearing Date For Proposed Taxes Payable In 2021 • Resolution 2020-038 - Preliminary Levy • Resolution 2020-039 - Preliminary Levy - Karth Lake Special Taxing District • Resolution 2020-040 - TNT Public Hearing Date Gayle Bauman, Finance Director Documents: MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF 9.C. Resolution 2020-042 Extending The Application Submittal Period For Small Business Emergency Assistance Grant Program Mike Mrosla, Community Development Manager/City Planner Documents: MEMO.PDF ATTACHMENT A.PDF 10. UNFINISHED BUSINESS 11. COUNCIL/STAFF COMMENTS ADJOURN STAFF COMMENTS—4A ,fi` DEN HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers FROM: Dave Perrault, City Administrator SUBJECT: COVID-19 Update Budgeted Amount: Actual Amount: Funding Source: A verbal update will be provided at the City Council meeting. Page 1 of 1 STAFF COMMENTS—4B ,fi` DEN HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Todd Blomstrom, Public Works Director/City Engineer SUBJECT: Transportation Update Budgeted Amount: Actual Amount: Funding Source: A verbal update will be provided at the City Council meeting. Page 1 of 1 DRAFT I --zSRZEN HILLS Approved: September 14, 2020 CITY OF ARDEN HILLS, MINNESOTA CITY COUNCIL WORK SESSION JULY 20, 2020 5:00 P.M. -ARDEN HILLS CITY COUNCIL CHAMBERS CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor Grant called to order the City Council Work Session at 5:00 p.m. Note: On March 20th, the Mayor signed a determination allowing Councilmembers to participate in City Council meetings via telephone pursuant to State Statute 13D.021 Present via Telephone: Mayor David Grant, Councilmembers Brenda Holden, Fran Holmes, Dave McClung and Steve Scott Absent: None Also present: City Administrator Dave Perrault, Public Works Director/City Engineer Todd Blomstrom, Finance Director Gayle Bauman, Community Development Manager/City Planner Mike Mrosla, Deputy City Clerk Jolene Trauba, Recreation Programmer Joe Vaughan Also Present via Telephone: Todd Novaczyk and Adam Cozine from New Perspectives Senior Living, Florent Eazi and Alex Brewer from Boldt Development, Fay Simer, Melissa Barnes and Mike Barnes from MnDOT, Ryan Spencer from WSB Councilmember Holden requested a discussion regarding sound walls be added to the agenda. 1. AGENDA ITEMS A. New Perspective Senior Living Community Development Manager/City Planner Mrosla stated that Bolt Capital LLC on behalf of New Perspectives Senior Living is proposing to construct a multi-family senior living facility on Lot 1 of the recently sub-divided lot at 12 Pine Tree Drive adjacent to Bethel University's Anderson Center. The lot is approximately 6.4 acres, zoned B-2, General Business District and is guided as Community Mixed Use on the Land Use Plan. The Applicant is proposing to build a 177,500 square foot, four story facility geared toward senior living. The ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 2 proposed senior living facility will feature 143 units, with 110 units devoted to independent or assisted care living and 33 units devoted to memory care. The project would include such amenities as a pool, library, movie theater, dance hall, salon and spa, bistro/bar and onsite physical therapy and wellness services. The applicant is also proposing to make a public trail connection along the proposed access drive and other amenities on site. They are proposing a density of 22.3 units per acre. However, they are requesting flexibility to the memory care units - which consist of private bedrooms/bathrooms with an opening to central, shared kitchen, dining and living areas - to be calculated as the equivalent of 0.5 units. Counting the memory care units as half units would bring the density to 12.7 units per acre. Community Development Manager/City Planner Mrosla explained the Applicant is requesting flexibility to the height of the building. The proposed facility would have a building height of 55 feet to the midpoint of the roof, which exceeds the B-2 district ordinance by 5 feet. He noted other development projects that have also exceeded that height. The proposal will require a Site Plan and Conditional Use Permit for multiple family dwelling in the B-2 District, a Planned Unit Development (PUD) is required for new developments and assisted living use in the B-2 District. At this time the applicant is only asking for flexibility on building height and density. Community Development Manager/City Planner Mrosla said the "Guiding Plan for the B-2 District" was approved by Council in March, 2008. It was a visioning and planning process for the B- 2 District, which generally includes the properties near County Road E between Lexington Avenue and Hamline Avenue/Highway 51. The plan took into consideration market-initiated redevelopment. The plan also discusses the need for senior housing in community. At that time there was a projected need for approximately 712 units within the area. Community Development Manager/City Planner Mrosla noted items the Council may wish to discuss after the presentation include amending the B2 zoning district language to consider memory care/assisted living units as half units, minimum lot area per unit, building height flexibility and other items as determined by Council. Mr. Ilazi gave an overview of the Boldt Company. They do primarily healthcare construction and developments across the Midwest. They are completing two projects in Wisconsin that are very similar to the one being proposed in Arden Hills. Mr. Novaczyk said he founded Perspectives Senior Living in 1998 after his mother-in-law, Betty, died. They currently have 24 communities with 2800 residents and 1800 team members serving the residents. The proposed facility will be in collaboration with Bethel University so they will have internships and practicums with nursing and marketing students. They feel they will have a large impact on the community and Bethel University, along with synergy and collaboration between students and residents. Mr. Ilazi noted they are proposing approximately 143 units, 33 memory care and 110 independent/assisted living units. The community will be approximately 177,550 square feet with 35 underground parking stalls and 75 onsite stalls. There will be many onsite amenities. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 3 Mr. Brewer said there are approximately 450 units of unmet demand for senior housing in Arden Hills. The relationship with Bethel University is very important to the community. The tax revenue generated will be about $400,000 per year, approximately $15,000,000 in labor costs will be generated during construction and 80 FTEs on staff. Mr. Ilazi noted they are committed to replacing the existing trail with a new one that will connect Bethel University and the Crepeau Nature Preserve. A tree survey underway that will be accompanied by a tree preservation plan. They will maintain as many trees as possible and replant where necessary. They will limit the use of concrete and other surfaces as much as possible. Mr. Ilazi said they are looking for flexibility on building height. They'd like to be at 55 feet, the Anderson Center is 60 feet. They'd also like to request flexibility on PUD Density at 22.3 units per acre, but if the memory care units are considered half units that will get them to the required lot area. Mr. Ilazi discussed the preliminary plat map, site plan, renderings, elevations maps, and floor plans. Community Development Manager/City Planner Mrosla added that a neighborhood meeting was held on July 9, 2020. There were 10 residents in attendance. Questions raised were regarding project financing, potential traffic study (they are in the middle of one now), tree preservation, future trail connections, lighting and the construction process. Mayor Grant asked for comments and questions regarding building height. Councilmember Holden asked why they couldn't make it the required 50 feet? Mr. Ilazi responded that they try to maintain a comfortable floor to ceiling height, along with being able to get the number of units they'd like to have on the site. Mr. Novaczyk noted that hallways are a minimum of nine feet with larger windows, and a peaked roof. Mr. Ilazi said a peaked roof makes it feel less commercial and more like a residential setting. Mr. Cozine added that in order to have the density they are looking for they need the building to be four stories. Mayor Grant said he was OK with the additional five feet. He liked the looks of a peaked roof versus a flat roof that looks commercial. Councilmember Holmes agreed, especially since the Anderson Center is 60 feet. Councilmember Scott didn't have a problem with the height, he liked the attractiveness of a peaked roof. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 4 Councilmember Holden asked how tall the whole building would be. Community Development Manager/City Planner Mrosla said as this was a concept plan didn't show official elevations he couldn't answer that question now. Mr. Ilazi said it would be right around 60 feet, but he would confirm with the architect. Councilmember McClung stated he was mixed on the height and would be more comfortable at three stories versus four but he would want to see some gains in other areas. Mayor Grant asked to talk about the lot area per unit. Councilmember Scott said he had no problem with reclassifying the memory care units as half units. Community Development Manager/City Planner Mrosla explained that staff recommends allowing that change to the B-2 District only. Councilmember McClung said he wouldn't like to set a precedence for the entire city and as long as they were careful about the wording he was leaning toward supporting it. Councilmember Holden felt this was a huge footprint and they should be able to have the 128 units as required by the regulations. Mayor Grant commented there are economies of scale, his sense is they want to put a substantial amount of amenities on site to serve the residents but the city needs to provide flexibility on the number of units. He didn't have a problem with 143 units given the amenities that would be provided. Councilmember Holmes agreed with having a PUD to have the higher number of units. Mr. Novazcyk noted they are offering units for people to stay in their own community to live out the balance of their lives. They will have full time physical therapists for warm water therapy as an example of their amenities. Roughly 46% of the building will be common spaces. Mayor Grant said they should talk about it being a PUD and if they grant flexibility they may want to talk about the trail providing a loop back to the park. Councilmember McClung suggested they loop around the back of the building on the north side to create more walking for their residents and to connect with Crepeau Park. Mr. Ilazi said they will look at the different options they have on the site. Councilmember Holden suggested they add recreational equipment and benches along the trail. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 5 Mr. Novazcyk mentioned that in some facilities they have play areas for grandchildren, and outdoor patios with fireplaces. Councilmember Scott said there was a significant old tree on site that he would like noted and preserved if possible. He thought the discussion occurred on a social site and he would try to find out where the tree is. Community Development Manager/City Planner Mrosla mentioned this proposal will require a public hearing at both the Planning Commission and City Council meetings. Also, they are intending to meet or exceed the architectural standards. Mayor Grant noted they would like to know the slope of the roof but generally 4 of 5 councilmembers are OK with 55 feet, 4 of 5 are OK with the number of units. Mr. Cozine said the architect responded that the peak of the roof will be 60 feet. Councilmember McClung clarified that the number of units would be OK with other additions to the PUD such as a trail. Community Development Manager/City Planner Mrosla said the next steps would be for the applicant to make a land use application with the City and submit plans for review, and make application with the water shed district for stormwater review. B. MnDOT Access Study for Snelling Avenue (Highway 51) Closure Update Ms. Simer noted that Council had asked for further opportunities for public input about the closure of Hamline Avenue at Snelling. They hosted an open house in May and collected comments before and after. Ms. Simer explained that MnDOT had closed the left turn from southbound Snelling Avenue to Hamline Avenue temporarily in 2019 as part of the mitigation strategy for the 1-35W MnPASS project, anticipating more traffic on Snelling Avenue. Signal timing was adjusted for left hand turns and U-turns at Lydia Avenue. The Cable Median Barrier Project was planned independently of the I-35W project as part of a state-wide initiative to prevent run off road crashes. Cable barriers are planned for Snelling Avenue. Ms. Simer continued that there were 5 crashed at the intersection of Snelling and Hamline from 2016-2018, one of which was a fatality. By closing the left turn lane, they anticipate traffic will reroute to intersections with traffic signals. Prior to the closure, vehicles were observed queuing beyond the left turn lane and into the through lane which creates a crash risk. Prior to the closure only about 8% of cars that turned left onto Hamline were headed to residences in adjacent neighborhoods. Analysis was done to see how the change was affecting Lydia Avenue. Travel time spiked initially, but trended down. Turning left at Lydia takes approximately five minutes longer than turning on Hamline Avenue. Emergency responders in the area were contacted to understand what impact they saw from the closure. They did not feel it would cause delays because they use routing software to respond to calls. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 6 Ms. Simer explained other safety improvements that are being proposed at Lydia, Glenhill Road, County Road C and County Road C2. These improvements will include restricting east bound left turns from Glenhill Road to northbound Snelling Avenue. Ms. Simer stated that implementation of the cable median barrier project is planned for 2022. The design is still being finalized and some modifications may be considered, such as a break in the median to allow bicycles and pedestrians to cross. In addition, a resurfacing project is being planned for the same area. Ms. Simer explained there were public comments regarding the Snelling and Hamline Avenue intersection, Lydia Avenue, Glenhill Road, cable median barriers, and Snelling Avenue. Councilmember Holden was concerned that where it isn't safe for vehicles to cross two lanes of traffic why would it be safe for bikers and people to walk across Snelling? Ms. Simer said that according to legal definitions, that is a legal crossing because it is an intersection. Councilmember Holden replied that if the cable barrier is there it is no longer an intersection so why would they leave an opening for people to walk across four lanes of traffic? Ms. Simer responded that someone on bike or foot would be much more impacted by having to go to Lydia than someone in a vehicle. Councilmember Holden said one of the reasons they were concerned about this intersection was because of the fatality. She wondered if no work was done since 2017 and the fatality was a big concern why they hadn't done anything until now. Ms. Simer said it's hard to draw the line between being reactive and proactive. Typically crashes come into play in their planning to determine what is causing them. They do look at other factors such as residential areas and what destinations vehicles ultimately end at. Councilmember Holden asked why its safe for Glenhill to cross 2 lanes of traffic? Ms. Simer replied that they are looking at balancing safety and mobility. The Glenhill neighborhood doesn't have as many options in and out of it and there aren't as many cars using that intersection. Councilmember Holden said she was concerned about Lydia and making a left turn because the sidewalk ends and here is no sidewalk on the other side. She felt if MnDOT were closing the intersection of Hamline it was their responsibility to allow for people to cross safely at Lydia into the Ingerson neighborhood. Ms. Simer responded that MnDot is beginning to identify what they may be able to include in their 2025 project and one of the things would be making it safer to cross, but sidewalks would be up to the City of Roseville. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 7 Mayor Grant asked how many left hand turns are taken from southbound Snelling onto Hamline. Ms. Barnes stated that in April, 2018 there were approximately 1,760 people that took a left over the course of the day. The highest number per hour was 245. Mayor Grant said he had not seen traffic back up from the left turn lane onto Snelling. He wondered if they had evidence of that happening. Ms. Simer said they do not have photos. Mayor Grant commented that if they are proposing a cable median barrier he didn't know how they could allow pedestrians and bicyclists to cross something that is no longer an intersection. He felt it would no longer be a legal intersection with a cable median barrier in place. And if they make a pedestrian crossing they would have to stripe it. Ms. Simer responded that Minnesota statute defines a pedestrian crossing as the intersection of two roadways so whether they add a marked cross walk is an additional choice that MnDOT can make. Councilmember McClung asked what were MnDOT's next steps. Ms. Simer said this summer they will move into the design phase of the median barrier project. The decisions of allowing turns or leaving it open to bicycles and pedestrians have not been made yet. Councilmember Holmes asked for explanation of what would happen at Glenhill Road. Ms. Simer replied that vehicles going northbound on Snelling could turn left onto Glenhill but from Glenhill they could only turn right(southbound). Councilmember Holmes was concerned about traveling south on Hamline and make a U-turn at Lydia, especially because Lydia is such an odd intersection to begin with. Ms. Simer said Lydia is a signalized intersection and would be phased to make the U-turns safer, also there is less traffic on the west side of Snelling. Mayor Grant noted that going northbound on Snelling making a left going into Glenhill would still be an option and so that will be a legal place to for pedestrians and bicycles to cross. Ms. Simer replied that movement would still be possible. Also, the regional bike trail network identifies Hamline and Old Snelling as part of the planned network and so that movement is more to be expected at Hamline than Glenhill. Mayor Grant felt that if the cable median barrier closes the intersections drivers won't be looking for pedestrians and bicyclists. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 8 Mayor Grant said he is not in favor of closing the intersection of Hamline and Snelling. Ms. Simer said when they have decided on the plan it will be put on their website and communicated to the Public Works Director. She anticipated that would be in the next couple of months. Ms. Barnes said they could follow up with the concerns and they can write up an official response. Mayor Grant stated that in 2018 or 2019 on Snelling and approximately E2 a pedestrian was hit and killed and pedestrians do use the road. Councilmember McClung asked for clarification on how Council will be notified of the decision and when it will go public. Ms. Simer said she would inform the Public Works Director and he can send an email to Council. Mayor Grant would appreciate the information before it becomes public. C. 2021-2025 Capital Improvement Plan (CIP) Finance Director Bauman said this is a continuation of the discussion from the June 15, 2020 work session. The projects included in the first year plan will flow through to the 2021 budget. Public Works is looking for guidance on the 2022 street projects so they can plan for them. Information for streets, parks and public safety have been scheduled out for 10 years to have a better understanding of cash flow. Finance Director Bauman wanted to touch on an update made to the plan and follow up on previous discussion items. The value of city streets at the top of page 2 of the 06/15/20 memo was incorrect. The calculation had been made using 57 miles of streets but the City is responsible for 29 miles. The value of the city streets and trails is closer to $60 million, not the $112 million noted in that memo. There is still a funding gap for the PIR Fund of approximately $400,000 per year. Second, there was much discussion regarding the separation of the Snelling Avenue road project (County Road E to Highway 51) and the round-a-bout. Staff has contacted Ramsey County about this and they did not object to the two projects being constructed under separate contracts. If a round-a-bout were to be completed in 2022, the City will have cash flow issues because it's estimated that $470,000 of state aid will be needed for funding and the City will not be eligible for reimbursement until 2025 or later because of the advance taken in 2020. It's anticipated that Ramsey County will have similar cash problems due to COVID-19. Next, there were some questions about 2020 capital activity and cash flow. 2020 information was added to the cash flow statements for the PIR, Equipment/Building Replacement and Public Safety Funds, and an updated project schedule was included based on direction from the March 9 council meeting. Finally, one project was added to the Equipment/Building Replacement Fund, the replacement of the City Hall roof which was added as a placeholder in 2025 in the amount of $150,000. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 9 Councilmember Holmes asked if the round-about-was going to be in 2022. Finance Director Bauman replied that this version of the CIP plan had the round-a-bout pushed back to 2026. Councilmember Holmes said she didn't think there had been a decision about whether it would be built at all. Public Works Director/City Engineer Blomstrom said last fall there was a feasibility study, and the City and the County did a study of the intersection in 2018 and that study concluded that a roundabout was recommended as an improvement. As part of completing the feasibility study for the intersection the Council would need to decide if they agreed with the recommendation or if there was another alternative they wish to pursue. Councilmember Holmes said there was in assumption that Bethel College population on their main campus would increase, but that is changing. She felt the study may be inaccurate. She said she wondered if they should do a round-a-bout in an environment where money is tight and there isn't unanimity on having one. Public Works Director/City Engineer Blomstrom agreed that conditions have changed from what the assumptions are in the report and that could potentially change the recommendation. He thought it would be a good idea to look at the study again to verify that the recommendations hold true. Councilmember Holmes indicated the CIP says there is going to be a roundabout, not when. She felt there needs to be more consideration of whether or not it will happen. Councilmember Holden agreed. Public Works Director/City Engineer Blomstrom said the County had not requested it be pushed to 2026, it was a change staff offered for consideration to try to balance the cash flow in the PIR Fund. What was discussed with Ramsey County was if they had concerns about separating the roadway project of south of County Road E between County Road E and Highway 51 from the roundabout. The County indicated they had no objections to separating the projects. He wanted to get feedback from Council before he presented moving the date to the County. Councilmember McClung asked when can they refocus on the issue to decide how they want to move forward. Councilmember Holden wondered if the County decides to do the roundabout does the City have any way to stop it. Public Works Director/City Engineer Blomstrom stated there would need to be a cooperative agreement between the County and the City for the project to move forward. Councilmember Scott wondered if the Lexington Avenue project was still on track. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 10 Public Works Director/City Engineer Blomstrom said there are some concerns due to the reduction in state aid funding. The County relies on a certain portion of that funding for operations, so the County is trying to decide how to maintain enough funds for operations and also have enough funds for capital projects. So there is no final answer at this time. Mayor Grant suggested an hour be set aside before a regular Council meeting to discuss the roundabout project. Councilmember Holden said she would like data from Bethel on the number of students. Councilmember Holmes asked what year the City's share of the land for the fire station was scheduled. Finance Director Bauman explained the Public Safety Capital Fund shows it in 2020, under fire station line item. The General Fund had an excess balance in 2019 so the money would be transferred to 2020. She was seeking Council direction. Finance Director Bauman discussed 2021 projects, beginning with City Hall Maintenance. City Administrator Perrault said the roof is estimated to be replaced in approximately 3-5 years, so a place holder was added. Finance Director Bauman said the City Hall parking lot is scheduled to be completed in 2021, engineering work is being done this year. Public Works Director/City Engineer Blomstrom stated they could hold the parking lot together by patching if they wanted to push it out another year. Councilmember Holmes suggested it be moved out another year. Councilmember Holden agreed. Councilmember Scott agreed. He felt the roof to be more important than the parking lot. Mayor Grant said given City Hall is currently closed to the public they push it out. Finance Director Bauman discussed the reconstruction of the Arden Manor play area. Community Development Manager/City Planner Mrosla commented that a grant for the project could be applied for again. The application period runs January through March. It is Federal CDBG money. Public Works Director/City Engineer Blomstrom said the equipment is usable but as it continues to age replacement parts will be harder to find. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 11 Councilmember Holmes suggested moving it out one more year to see if they get the grant. Mayor Grant asked how much it costs to rent a temporary warming house for Hazelnut Park. Public Works Director/City Engineer Blomstrom responded it was $5700 for the winter season, including the electrical connection. Finance Director Bauman said the City is eligible for an insurance settlement of$34,500 so the net cost to the City for a new warming house would be the difference between the $90,000 cost and the $34,500. Councilmember Holmes said maybe we should just rent a warming house. Councilmember Holden felt it should be moved out a year and hopefully Corrections could come build a warming house next summer. The City's share of the Lake Johanna Fire Department capital budget, the 2021 PMP for the Hazelnut neighborhood street and utility improvements, the City's share of the Lexington Avenue design work, sewer lining of the Arden View Drive neighborhood were left on the project list. Councilmember Holden asked the Public Works Director to discuss the rehabilitation of lift station 3. Public Works Director/City Engineer Blomstrom said lift stations are rehabilitated about every 10 years to replace pumps, check the valves and mechanical equipment. The City also upgrades the cabinets and control panels as technology increases. Public Works Director/City Engineer Blomstrom said here is a 16 inch diameter water main that extends from the south tower booster station to the north tower. In his opinion it is the most critical piece of infrastructure and has been in place for almost 50 years. The Trunk Water Main Evaluation is to determine the extent of corrosion and replacement schedule. Finance Director Bauman stated the last item on the projects list Karth Lake Runoff control which is drainage improvements to the south end of the lake. Fifty percent of the project will be covered with grant funds. Regarding the previous item, the water fund has sufficient funds to do an evaluation of the trunk water main. Mayor Grant said the water main condition assessment is important and asked how the City could expedite the study prior to the submittal deadline for the State bonding bill. Public Works Director/City Engineer Blomstrom said staff can negotiate a proposal with a consulting firms to prepare the study and identify potential projects for the State bonding bill. He would have time to get the proposal in if he was allowed to get a direct bid versus an RFP. Mayor Grant said staff should move forward using the existing engineering service pool. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 12 Councilmember Scott moved the meeting be extended 30 minutes. Council voted approved. Finance Director Bauman noted there are five items listed on the 2021 Equipment list. Mayor Grant asked if regarding the 2020 General Fund balance the Council would like to take the overage and apply it to the purchase of the fire station property. Council agreed. Finance Director Bauman said the plan includes an increase to the tax levy to the Public Safety Fund in anticipation of the new fire station. Should staff move forward with that assumption and go forward with the 2021 budget? Council agreed. Finance Director Bauman said she would like to know what equipment purchases they'd be comfortable putting into the 2021 CIP. Each of them would still have to come forward to the Council for final approval. Public Works Director/City Engineer Blomstrom said they should have information regarding the planning and maintenance of equipment by the end of the week. A weighted average PCI for the City would be done by end of the week as well. Mayor Grant asked to see that information before they make decisions on equipment. They would come back to the CIP at a future meeting. D. Environmental Investigation for Snelling North Avenue Public Works Director/City Engineer Blomstrom said the City initiated a feasibility study for the project in late 2019. During the geotechnical investigation process for the feasibility study, the soil boring company reported "Apparent Hydrocarbon Odors" at 11 of the 15 soil boring locations. The City hired WSB to conduct an environmental investigation to assist with identification of potential contaminants within the project. He is asking if the Council wants to proceed with a Response Action Plan and a Construction Contingency Plan. Staff is also seeking direction if the City Council wishes to continue considering construction of a new trail to the south of County Road E. Mr. Blomstrom described the three project alternatives for Snelling Avenue North as outlined in the agenda memo. Mr. Spenser said WSB completed environmental due diligence on an approximately .8 mile stretch of Old Snelling Avenue. As part of that a Phase I Environmental Assessment was completed to research the history to try to find what was causing the petroleum odors from the borings. There were two environmental conditions (REC's), one was the notation of the petroleum odor, the other was contaminated soils that were noted during a bridge replacement in 2018 that required correction due to elevated volatile organic compounds (VOCs), polycyclic aromatic hydrocarbons (PAHs), and diesel range organics (DRO). The soils had to be exported to a landfill. Results of Phase I recommended Phase 11, which involved collecting data of soil, groundwater and soil vapor. That was completed in April 2020. Fourteen borings were taken. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 13 They found a few areas with elevated contamination in the soil that if disturbed would require special handling of material. WSB is recommending a Response Action Plan be prepared in preparation for any future improvements of the roadway. That document will guide the contractor on how to manage, screen, or reuse the soil. They recommend the City enroll the project into the MPCA's Brownfield Program for eligible technical assistance and/or liability assurances related to the PAH and DRO contamination present at the Project Corridor. A requirement of the program would be to have an environmental professional onsite to oversee, screen, and document all excavation and disturbances near known or suspected areas of contamination during reconstruction. The road has been built up over the years and it's assumed the road base was fill that came from many unknown sources over time. Another scenario was that diesel or fuel oil was sprayed on the road when it was gravel to reduce dust. Oftentimes coating that used to be used on asphalt led to a problem. Mayor Grant asked about control of contaminants, or paving over the areas. Mr. Spenser said the plan they are recommending be prepared would document the materials that can be reused under impervious pavement. Soils at three of the locations that were contaminated would not be able to be reused as road base. Councilmember Holden asked if they did only reclamation but not reconstruction, would reclamation disturb the soil, and how much it would cost to make a plan. Mr. Spenser said reclamation would not get below the road base so impact would be minimized. A utility replacement would have much more disturbance. The Response Action Plan document would cost around $5,000 and the MPCA charges $125 for review. Public Works Director/City Engineer Blomstrom said they are evaluating the need to replace utilities south of Lindey's. They are rather firm on the opinion there needs to be utility replacement near the intersection at County Road E, but WSB didn't identify contamination near this intersection. Mr. Spenser noted that contamination was as shallow as two to four feet below grade and as deep as eight to 10 feet. Councilmember Holden felt they had to do the Response Action Plan. Mr. Spenser said now that they know there is contamination, avoiding excavation is advised. They could do directional boring or other plans to not open up a large contamination area. Public Works Director/City Engineer Blomstrom mentioned they are evaluating the watermain along the Snelling Avenue Corridor. The challenge comes in if the City adds a trail along the roadway, it would involve much more handling of the contaminated material. Councilmember Scott would like option 3 as outlined in the agenda memo. Councilmember McClung said he was undecided between option 2 or 3. ARDEN HILLS CITY COUNCIL WORK SESSION—JULY 20, 2020 14 Councilmember Holmes said between 2 or 3. Councilmember Holden would like to see option 3. Mayor Grant would like option 3. Mayor Grant said they would have a future discussion about the options. He asked if the Response Action Plan could be presented at the next City Council meeting. E. Fall Recreation Discussion Not discussed, moved to a future meeting. F. Sound Wall Discussion Not discussed, moved to a future meeting. G. Council Tracker No discussion. ADJOURN Mayor Grant adjourned the City Council Work Session at 8:34p.m. Jolene Trauba David Grant Deputy City Clerk Mayor lt DRAFT1 --SRZEN HILLS Approved: September 14, 2020 CITY OF ARDEN HILLS, MINNESOTA SPECIAL CITY COUNCIL WORK SESSION AUGUST 10, 2020 4:30 P.M. -ARDEN HILLS CITY HALL CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor Grant called to order the Special City Council Work Session at 4:30 p.m. Note: On March 20th, the Mayor signed a determination allowing Councilmembers to participate in City Council meetings via telephone pursuant to State Statute 13D.021 Present via Telephone: Mayor David Grant, Councilmembers Fran Holmes, Dave McClung and Steve Scott Absent: Councilmember Brenda Holden (Excused) Also present: City Administrator Dave Perrault; Public Works Director/City Engineer Todd Blomstrom; Finance Director Gayle Bauman; Community Development Manager/City Planner Mike Mrosla; and City Clerk Julie Hanson 1. AGENDA ITEMS A. Coronavirus Relief Funds Discussion Finance Director Bauman stated on June 25 Governor Tim Walz announced a plan to distribute $853 million in federal funding to Minnesota communities impacted by the COVID-19 pandemic. The funds are now available and the City is required to expend all of its funds by November 15, 2020. Finance Director Bauman reported COVID-19 mitigation efforts have led to increased costs and have required the reallocation of resources to respond to the emerging threat. The federal government has allocated CRF funding to help address local financial burdens caused by COVID- 19. The City continues to monitor estimates for revenue losses related to COVID-19. It was noted the revenue losses currently appear to be mainly in the areas of parks, recreation, rentals, and utilities. Staff reviewed a list of known reimbursable expenses that were eligible for CARES Act dollars. It was noted this list was being updated regularly as invoices are received. She explained staff would like the Council to consider purchasing another truck in order to assist with social distancing efforts for staff. Finance Director Bauman commented on how the City could utilize a portion of the CARES Act funding to assist local businesses and recommended the Council set aside $150,000 for such a program. She reported staff was recommending financial assistance be offered to local businesses to prevent closures, preserve employment and to encourage long-term viability in Arden Hills. It ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—AUGUST 10, 2020 2 was noted that all housing assistance requests would be referred to Ramsey County. She reported staff would need additional feedback from the Council regarding the truck purchase along with input on the draft parameters for the small business assistance program. Mayor Grant explained the Council put a plan in place that required staff to be in separate trucks. He asked how the Council felt about using CARES Act dollars to purchase a truck to assist with social distancing. Councilmember Scott questioned if this vehicle would be above and beyond the truck purchase that had already been deferred. Finance Director Bauman reported this was the case. Councilmember Scott explained he supported the purchase of the truck. Councilmember McClung agreed stating the truck purchase made a great deal of sense. Councilmember Holmes supported the City purchasing a truck with the CARES Act dollars. Mayor Grant also supported the truck purchase. He requested staff provide the Council with additional information regarding the small business assistance program. Community Development Manager/City Planner Mrosla reviewed the eligibility and proposed parameters for the small business assistance program. He explained he drafted this program document from other communities and asked if the Council supported the City using $150,000 in CARES Act dollars for this program. Councilmember Scott asked if$150,000 was the remaining balance of CARES Act funds. Mayor Grant stated this was an amount staff was recommending out of the CARES Act funds. He noted the remainder would be the amount set aside for police and fire. Councilmember Holmes commented she did not support the City having a specific amount set aside for this program because it would limit the number of businesses that could be helped. She stated if the grants were set at $10,000, 15 businesses could be helped and if the grants were set at $5,000 then 30 businesses could be helped. She wanted to see the grant amounts have a flexible range in order to help all of the businesses in need. Community Development Manager/City Planner Mrosla explained that if the grant requests exceeded $150,000 staff could request additional dollars from the Council. Councilmember Holmes suggested there be two rounds of grants. Mayor Grant questioned how many businesses in Arden Hills would be eligible for grants. Community Development Manager/City Planner Mrosla stated this would be difficult for staff to determine because the City did not have employee counts for each business. He estimated there would be 50 to 100 businesses that may fit the program criteria. He indicated Shoreview had 35 ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—AUGUST 10, 2020 3 grants in the first round of their program. He reported businesses would not be able to apply to cover the same expenses twice. Mayor Grant asked if businesses could also apply for County grants. Community Development Manager/City Planner Mrosla reported this would be allowed. Councilmember Holmes questioned if the City would be asking businesses if they applied for County grants. Community Development Manager/City Planner Mrosla stated this was a question on the City's application. Councilmember Holmes asked what would happen if the City received more grant applications than the $150,000 would cover. She inquired if the City would be able to support a second round of grants. Community Development Manager/City Planner Mrosla commented a second round of funding could be considered if funding was available. Mayor Grant supported the grant amounts having a limit of$7,500. Councilmember Scott recommended the grants have a maximum amount of$10,000. City Administrator Perrault indicated staff was proposing $150,000 in order to gauge interest from local businesses. He stated if additional funding was necessary a second round of grants could be considered. He hoped to have a better idea on Ramsey County Sheriff s Office COVID related expenses in the next week or two. Councilmember McClung explained he supported $150,000 to get the grant program started and recommended the grants be limited to $5,000 or $7,500. Mayor Grant commented it may be safer to reduce the grant amount to $5,000 as this would allow businesses to reapply if they have additional expenses. Councilmember Scott questioned how much overhead this program would cost the City. Mayor Grant reported these expenditures would be covered by CARES Act dollars. Councilmember Scott stated he supported the higher grant amount because this would reduce the amount of staff time spent on the program. Mayor Grant indicated the City could market this program having multi-rounds. Community Development Manager/City Planner Mrosla explained other cities have taken this approach. Councilmember McClung supported the City starting with $5,000 grants and going from there. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—AUGUST 10, 2020 4 Councilmember Holmes agreed. Council consensus was to have the grant limit be set at$5,000. Community Development Manager/City Planner Mrosla commented further on the small business assistance program parameters noting the Council had several options. He asked if home based businesses should be included. Councilmember Holmes explained she supported Option B. She believed Option C was too restrictive. Councilmember McClung stated he also supported Option B. Councilmember Scott indicated he was more lenient and noted he could support Option A. Mayor Grant commented he supported Option B and those businesses that have been excluded could approach the County. Community Development Manager/City Planner Mrosla requested feedback from the Council on the maximum and minimum number of employees' businesses can have. Mayor Grant supported the maximum being set at 40. Councilmember Scott recommended the maximum be set at 50. Councilmember McClung believed the maximum should be set at 40. Councilmember Holmes stated she would like to see the maximum set at 50. Mayor Grant suggested the maximum be set at 45 as a compromise. The Council supported this recommendation. Community Development Manager/City Planner Mrosla requested the Council provide staff with input on the minimum number of employees. Councilmember Holmes supported setting this limit to 3. Councilmember McClung agreed. Council consensus was to set the minimum number of employees at 3. Councilmember Holmes requested the language within the program be amended to state a second round may be considered based on need. City Administrator Perrault asked if the Council wanted to be involved in the review process for the grants. Mayor Grant recommended the Council be kept in the loop via the Admin Update. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—AUGUST 10, 2020 5 B. Lake Johanna Fire Department Station Cities Agreement City Administrator Perrault stated on July 13, 2020 The City Council discussed and provided direction regarding the LJFD cities agreement that will be needed prior to moving forward with the acquisition of land off Pine Tree Drive for a future fire station. The major changes that were made following that special work session are noted below: • (Section 2.3) The City Council agreed that one of the three cities, if needed, will bond for the construction of the new station. Furthermore, future debt service payments on the bonding will be made in accordance with the cost share formula, which is updated annually. • (Section 2.5) The no later than construction date will be June 30, 2026. • (Section 2.7) The Council agreed to language regarding a successor organization utilizing the station should LJFD cease to serve the cities. City Administrator Perrault reported these changes were preliminarily discussed with the LJFD Board, and there appeared to be general agreement between the three cities. At the board meeting, additional language (section 2.8) was requested regarding the sale of the land should the new station not move forward. This language is included in the draft for tonight's review. If Council is comfortable with this updated agreement, the three cities will bring this document forward for formal approvals. Following approval of the agreement, the fire department can move forward with the land acquisition. The fire department is still in its due diligence phase through August 21, 2020 and would need to close by September 21, 2020. Following the land acquisition, the fire department would have a construction start date of no later than June 30, 2026; other than this date, there is not a timeline for construction of the new station. Mayor Grant questioned what would happen if the LJFD were to dissolve or stop providing services to Arden Hills. Councilmember McClung reported this was addressed in Section 2.8. Further discussion ensued regarding the reimbursement language within the agreement. Councilmember Holmes stated she was troubled by the existing language and recommended an appraisal be completed on the fire station before reimbursements were made. Mayor Grant suggested the reference to the Consumer Price Index be changed to the Inflation Index. Councilmember Holmes asked if a real estate broker or real estate lawyer had reviewed this language. City Administrator Perrault commented this language had not changed since the Council reviewed this document in July. He noted this language originated from himself and City Attorney Jamnik. Mayor Grant indicated he supported the proposed language. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—AUGUST 10, 2020 6 Councilmember Scott stated he agreed with Councilmember Holmes and he would like there to be a reference to the"fair market value" versus a flat inflationary rate. Mayor Grant recessed the August 10, 2020 Special City Council Work Session at 5:25 p.m. until following the adjournment of the 7:00 p.m. Regular City Council meeting. Mayor Grant reconvened the Special City Council Work Session at 8:00 p.m. Councilmember Holden was present for the continued Special City Council Work Session. She explained she had no issue with the language within the agreement. Councilmember Scott reported he could support the inflation index language. Councilmember Holmes commented she was not personally comfortable with the language but noted she would defer to the Mayor. Mayor Grant asked if the City wanted the right to buy the property outright. Councilmember Holmes supported the City having this option. Mayor Grant questioned if Met Council or census bureau numbers. Councilmember Scott recommended Met Council numbers be used because they were updated more frequently. Community Development Manager/City Planner Mrosla supported this recommendation noting the Met Council updates their numbers annually and sometimes twice a year. Councilmember McClung agreed the Met Council numbers should be used. Councilmember Scott questioned if Shoreview supported initiating the bond. City Administrator Perrault commented staff would ask Shoreview to initiate the bond, but explained this would not be a requirement. Council consensus was to direct staff to move forward with this agreement. COUNCIL/STAFF COMMENTS Councilmember Scott questioned if the crime that was occurring in the Valentine Hills neighborhood involved forced entry. Councilmember Holmes stated it appears the majority of the crime was occurring in vehicles or homes where doors have been left unlocked, but two of the crimes involved forced entry. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—AUGUST 10, 2020 7 ADJOURN Mayor Grant adjourned the Special City Council Work Session at 8:16 p.m. Julie Hanson David Grant City Clerk Mayor � DRAFT EN HILLS Approved: September 14, 2020 CITY OF ARDEN HILLS, MINNESOTA SPECIAL CITY COUNCIL EXECTUVE SESSION (CLOSED) AUGUST 10, 2020 5:30 P.M. -ARDEN HILLS CITY HALL CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor Grant called to order the Special City Council Executive Session (Closed) at 5:30 p.m. Note: On March 20th, the Mayor signed a determination allowing Councilmembers to participate in City Council meetings via telephone pursuant to State Statute 13D.021 Present via Telephone: Mayor David Grant, Councilmembers Fran Holmes, Dave McClung and Steve Scott Absent: Councilmember Brenda Holden (Excused) Also present: City Administrator Dave Perrault; Public Works Director/City Engineer Todd Blomstrom; Finance Director Gayle Bauman; Community Development Manager/City Planner Mike Mrosla; and City Clerk Julie Hanson; via telephone: City Attorney Joel Jamnik; and Attorneys John Baker, Samuel Clark and Monte Mills, Greene Espel 1. AGENDA ITEMS A. Tobacco Litigation Discussion The City Council received an update from Counsel Clark and Mills, and discussed tobacco litigation. B. TCAAP Litigation Discussion The City Council received an update from Counsel Baker and Clark and discussed TCAAP litigation. ADJOURN Mayor Grant adjourned the Special City Council Executive Session (Closed) at 6:26 p.m. Julie Hanson David Grant City Clerk Mayor DRAFT I --zSRZEN HILLS Approved: September 14, 2020 CITY OF ARDEN HILLS, MINNESOTA REGULAR CITY COUNCIL MEETING AUGUST 10, 2020 7:00 P.M. -ARDEN HILLS CITY COUNCIL CHAMBERS CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor David Grant called to order the regular City Council meeting at 7:00 p.m. Note: On March 20th, the Mayor signed a determination allowing Councilmembers to participate in City Council meetings via telephone pursuant to State Statute 13D.021 Present via Telephone: Mayor David Grant, Councilmembers Brenda Holden, Fran Holmes, Dave McClung and Steve Scott Absent: None Also present: City Administrator Dave Perrault; Public Works Director/City Engineer Todd Blomstrom; Finance Director Gayle Bauman; Community Development Manager/City Planner Mike Mrosla; Associate Planner Joe Hartmann; and City Clerk Julie Hanson via telephone: City Attorney Joel Jamnik PLEDGE OF ALLEGIANCE 1. APPROVAL OF AGENDA MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to approve the meeting agenda as presented. A roll call vote was taken. The motion carried unanimously (5-0). 2. PUBLIC INQUIRIES/INFORMATIONAL None. 3. RESPONSE TO PUBLIC INQUIRIES None. ARDEN HILLS CITY COUNCIL—AUGUST 10, 2020 2 4. STAFF COMMENTS A. Rice Creek Commons (TCAAP) and Joint Development Authority (JDA)Update City Administrator Perrault provided an update on TCAAP stating litigation with Ramsey County was ongoing. B. COVID-19 Update City Administrator Perrault provided the Council with an update on how the City was responding to COVID-19. He encouraged residents to visit the City's web site for the most current and up to date information regarding COVID-19. He reported the Minnesota Department of Health and CDC also had websites with current guidelines and recommendations. He explained the City of Arden Hills remains in a peacetime state of emergency and City Hall will remain closed until further notice. He indicated City staff remains operational and can be reached via phone or email. He encouraged residents to monitor the governor's executive orders which were available on the State of Minnesota's website. He reported the Ramsey County Sheriff's Office has a COVID Help Team that will assist those in the community that are at most risk. Services provided by this team included pickup and delivery of essential items, donation of essential items, etc. He explained information regarding CARES Act funding would be available to the public at an upcoming meeting. C. Transportation Update Public Works Director/City Engineer Blomstrom reported within the 2020 Street Maintenance project 40,000 square yards of sealcoating was completed last week along Pine Tree Drive, Harriet Avenue, Shorewood Drive, Sandeen Road, Beckman Avenue, Katie Lane, Thom Drive and Hamline Avenue north of County Road E. He explained street sweeping would be completed on Tuesday, August I Ph Public Works Director/City Engineer Blomstrom provided the Council with an update on the I- 35W MNPASS project. He explained the County Road D ramp to Southbound 35W would remain closed through September. Councilmember Holden stated she was really impressed by the crack sealing and sealcoating work that was completed last week. 5. APPROVAL OF MINUTES None. 6. CONSENT CALENDAR A. Motion to Approve Consent Agenda Item - Claims and Payroll B. Motion to Authorize Order to Outfit Plowtruck Unit 85120 C. Motion to Authorize Professional Services Agreement for Environmental Services with W SB — Snelling Avenue North ARDEN HILLS CITY COUNCIL—AUGUST 10, 2020 3 D. Motion to Authorize Professional Services Agreement with Bolton& Menk—2021 PMP Street and Utility Improvement Project E. Motion to Approve Contract with Klein Underground — 2020 Concrete Improvements Project F. Motion to Approve Cooperative and Maintenance Agreement with Ramsey County for Pedestrian Modifications—Hamline Avenue G. Motion to Approve Multi-Function Copier Lease and Maintenance Agreement MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to approve the Consent Calendar as presented and to authorize execution of all necessary documents contained therein. A roll call vote was taken. The motion carried unanimously (5-0). 7. PULLED CONSENT ITEMS None. 8. PUBLIC HEARINGS None. 9. NEW BUSINESS A. Resolution 2020-030—Planning Case 20-004— 1741 Venus Avenue - Variance Associate Planner Hartmann stated William Tourdot and Jennifer Granick ("The Applicants") are requesting a variance to build a deck and walkway structure in the front of a single-family detached dwelling ay 1741 Venus Avenue ("Subject Property"). The Subject Property is zoned R- 1, Single Family Residential District and is guided as a Low Density Residential use in the 2040 Comprehensive Plan. The existing walkway and deck is original to the Subject Property and predates the adoption of the Zoning Code. The Subject Property is a legal non-conforming lot. Associate Planner Hartmann explained the Subject Property is 120 feet in length and has a lot area of 12,500 square feet. The R1 district standards require a minimum lot length of 130 feet and a minimum size of 14,000 square feet. In addition, the topography of the front yard is unique due to the courtyard designed by the original owner. The proposed variance will not impact any setback requirements besides the front and the property will conform to all other provisions for the R-1 district. Associate Planner Hartmann reported at its May 26, 2020 meeting, the City Council reviewed the Applicants request for a twelve (12) foot wide deck in the front yard along with replacing the existing walkway with a wider walkway that extended into the front yard setback as shown below. The walkway requested was a necessary replacement to bridge a sunken courtyard feature original to the house that allowed the residents access the front entrance of the house. Under City Code Section 1325.03 Subd. 2, decks in the R1 district are permitted to encroach up to six (6) feet into setbacks as long as there is at least an another six (6) feet between the edge of the deck and the ARDEN HILLS CITY COUNCIL—AUGUST 10, 2020 4 property line. The propose deck requested would have encroached an additional twelve (12) feet into the front yard setback. Associate Planner Hartmann commented the Council discussed the possibility of a covered porch in lieu of the proposed deck as covered porches may encroach ten (10) feet into the front yard setback. The City Council then tabled the request to allow the Applicants time to pursue plans for a covered porch and return with an amended request. The Applicants are still proposing to replace the existing deck structure with a deck instead of building a covered porch. According to the Applicants, extending a roof over a covered porch on the south side of the house would block too much sunlight from the two windows. Associate Planner Hartmann explained based on a more accurate measurement that the applicants took of the distance from the front of the house to the front property line, the proposed seven and a half(7.5) foot wide deck would only encroach one (1) foot into the front yard setback because the house is precisely forty and a half(40.5) feet from the front property line. As stated above, decks in the R-1 district are permitted to encroach up to six (6)feet into setbacks as long as there is at least an another six (6) feet between the edge of the deck and the property line. Therefore, without an approved variance, a deck must maintain a setback of at least thirty-four (34)feet from the front property line. Associate Planner Hartmann reviewed the Plan Evaluation and offered the following amended Findings of Fact: 1. City Staff received a land use application for a request to build a replacement deck for a single-family dwelling at the Subject Property 1741 Venus Avenue. 2. A deck on a single-family detached dwelling is a permitted use in the R-1 district. 3. The Subject Property is non-conforming with the R-1 districts standards for minimum lot length and area requirements. 4. The Subject Property is nonconforming due to the sunken elevation of the front yard. 5. The proposed deck would encroach one (1)foot into the front yard setback. 6. If approved for a variance, the proposed development of the subject parcel would otherwise conform to all other requirements and standards of the R-1 district. 7. A variance may be granted if enforcement of a provision in the zoning ordinance would cause the landowner practical difficulties. 8. Variances are only permitted when they are in harmony with the general purposes and intent of the ordinance. Staff offered for Council's consideration approval of Planning Case 20-004 for a variance at 1741 Venus Avenue, based on the findings of fact and the submitted plans, as amended by the following conditions: 1. Prior to issuance of a Building Permit, engineering department staff shall review a revised landscaping plan to ensure no impacts to the right-of-way. 2. A Building Permit shall be issued prior to commencement of construction. 3. The proposed building shall conform to all standards and regulations in the City Code. Mayor Grant asked if the applicant was attending the meeting. ARDEN HILLS CITY COUNCIL—AUGUST 10, 2020 5 Associate Planner Hartmann reported the applicants were in attendance. Councilmember Holmes questioned if the applicants were requesting a deck that was one foot wider than allowed by City Code. Associate Planner Hartmann stated this was the case. Councilmember Holden inquired if decks were allowed on the front of houses. Associate Planner Hartmann explained code does permit decks to encroach in the front yard, but only six feet. He noted the applicants were asking for a seven foot wide deck. Mayor Grant requested further information regarding the six foot encroachment. Community Development Manager/City Planner Mrosla indicated a deck could be six feet into the front yard setback. Mayor Grant inquired how far this deck would encroach into the setback. Associate Planner Hartmann stated a seven foot wide deck would be 33 feet from the front property line. He noted the home was 40.5 feet from the property line. MOTION: Councilmember Scott moved and Mayor Grant seconded a motion to adopt Resolution #2020-030 Approving Planning Case 20-004 for a Variance at 1741 Venus Avenue, based on the Findings of Fact and the submitted plans in the August 10, 2020 Report to the City Council. Councilmember McClung asked if this new application was 10 square feet less than the existing deck or the prior request. Associate Planner Hartmann explained this request was 10 square feet less than the deck that was currently on the property. Councilmember Holden stated she was confused and she didn't understand what the one additional foot of deck space would add to this property. She indicated she could not support this variance request. Councilmember Holmes commented she believed the Council made it very clear the City did not support front yard decks. She indicated the applicant has the ability to build what was there plus a little bit more. She did not see anything in the variance language that would allow for one additional foot to come forward. She stated she did not see any reason for granting the variance at this time. Mayor Grant questioned how wide the existing walkway was. Community Development Manager/City Planner Mrosla reported the existing walkway was 4.5 feet wide. ARDEN HILLS CITY COUNCIL—AUGUST 10, 2020 6 Councilmember McClung stated he was having a hard time justifying this request. He explained the applicant could reconstruct the deck as is, or could even enlarge it slightly. He commented he did not understand what the requested one foot was getting the applicant. Mayor Grant discussed the gurney argument and how the deck request was for seven feet in order to accommodate a gurney. A roll call vote was taken. The motion failed 2-3 (Councilmembers Holden, Holmes and McClung opposed). MOTION: Councilmember Holmes moved and Councilmember Holden seconded a motion to deny Resolution #2020-030 Approving Planning Case 20-004 for a Variance at 1741 Venus Avenue. Councilmember Holden stated she believed the property owner already had reasonable use of and the one additional foot of deck space was not necessary. She commented there were no unique circumstances for this property. She explained the issue of fire department safety was not a valid reason to expand the deck. She did not believe the existing deck changed the character of the neighborhood but by altering the setback, this would impact the neighborhood. Councilmember Holmes reported the requested variance does not comply with the purpose and intent of the R-1 zoning district and the policies within the City's Comprehensive Plan. She explained a deck was not to encroach further onto the property line than was already been allowed. A roll call vote was taken. The motion carried 3-2 (Councilmember Scott and Mayor Grant opposed). 10. UNFINISHED BUSINESS None. 11. COUNCIL COMMENTS Councilmember McClung stated August 11 was Primary Election Day. He encouraged all Arden Hills residents to get out and vote. He discussed how absentee ballots could be requested for the General Election in November and noted this information was available on the City's web site. Councilmember Holmes explained the Valentine Hills neighborhood has had three cars that have been stolen and seven houses that have been vandalized in the last month and a half. She indicated her neighbors were quite concerned for their safety and asked if staff should be directed to speak to the Ramsey County Sheriff s office. Mayor Grant noted he received several calls regarding this matter and noted the Ramsey County Sheriff has been invited to the upcoming neighborhood meeting. He supported staff speaking with Ramsey County Sheriff to increase patrols in this area of the City. ARDEN HILLS CITY COUNCIL—AUGUST 10, 2020 7 Councilmember Holden recommended that after this neighborhood meeting is held a message should be sent from the City to all residents encouraging residents to lock their cars at night, to lock garage doors, along with the doors between the garage and the house. She stated this would be a good reminder for all residents in order to reduce crime. Councilmember Holmes commented this was a good point and this information would benefit all Arden Hills residents. She supported this information being sent out in a letter form to all residents living in the Valentine Hills neighborhood. Councilmember McClung suggested this information being posted on the City's social media pages and in an upcoming newsletter. Mayor Grant recommended the Ramsey County Sheriffs Office develop a helpful hints flyer and it be distributed to the Valentine Hills neighbors when the neighborhood watch meeting details were distributed. City Administrator Perrault stated he would speak with the Ramsey County Sheriffs Department in order to secure these flyers for the neighborhood watch group. Mayor Grant noted the Arden Hills Foundation was looking into replacing/updating the neighborhood watch signs in the City. ADJOURN MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to adiourn. A roll call vote was taken. The motion carried unanimously (5-0). Mayor Grant adjourned the Regular City Council Meeting at 7:52 p.m. Julie Hanson David Grant City Clerk Mayor DRAFT I --zSRZEN HILLS Approved: September 14, 2020 CITY OF ARDEN HILLS, MINNESOTA CITY COUNCIL WORK SESSION AUGUST 17, 2020 5:00 P.M. -ARDEN HILLS CITY COUNCIL CHAMBERS CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor Grant called to order the City Council Work Session at 5:00 p.m. Note: On March 201, the Mayor signed a determination allowing Councilmembers to participate in City Council meetings via telephone pursuant to State Statute 13D.021 Present via Telephone: Mayor David Grant, Councilmembers Brenda Holden, Fran Holmes, Dave McClung and Steve Scott Absent: None Also present: City Administrator Dave Perrault, Public Works Director/City Engineer Todd Blomstrom, Finance Director Gayle Bauman, Community Development Manager/City Planner Mike Mrosla, Associate Planner Joe Hartmann, Deputy City Clerk Jolene Trauba Also Present via Telephone: Aaron Nielsen from MMKR 1. AGENDA ITEMS A. Segregation of Duties Finance Director Bauman stated that during the audit presentation in June a question was brought up regarding the audit finding the City continually gets on Segregation of Duties and what the City would need to do to reduce or eliminate this comment. The City receives a material weakness finding related to Segregation of Duties primarily caused by the limited size of the City's finance department staff. It is not unusual for a City of our size to receive this finding. This comment is not just looking at possible fraud and intentional acts, but also ensuring proper financial reporting and the prevention of honest errors. Even knowledgeable staff is capable of coding or classifying an entry incorrectly. This is why it is always best that multiple individuals are trained in each area so that no one individual can have responsibility to execute a transaction, ARDEN HILLS CITY COUNCIL WORK SESSION—AUGUST 17, 2020 2 have physical access to the related assets, and have responsibility or authority to record the transaction. Finance Director Bauman said she met with Mr. Aaron Nielsen from MMKR to discuss 16 different areas where there was a high risk that errors or fraud could occur and not be detected in a timely manner in the normal course of business due to limited segregation of duties. Many of the areas would require the Accounting Analyst be trained in either preparing or reviewing certain transactions throughout the year. Finance Director Bauman indicated she is working on updating the City's positive pay program. At this time the bank won't cash a check unless the check number and the amount match the amount issued but it doesn't currently match the vendor name. She is updating the program to take vendor name into consideration. She will also determine the feasibility of adding new processes to review entries made into Springbrook. There are a couple of areas where no changes can be made based on current staffing: Pension and OPEB - the auditor assists in creating some of those entries, Capital Assets and Financial Close Review and Reporting. Staff feels they could implement enough of the changes noted to reduce the finding from a material weakness to a significant deficiency with existing staffing. The City Administrator has a finance background and the Finance Director has over 20 years experience, which assists in making adjustments. To entirely eliminate this finding, the City would need to consider additional staffing or contract out with someone each year to either prepare or review certain financial transactions throughout the year. At this time staff does not believe this to be a cost-effective solution. We will continue to monitor our controls on an ongoing basis and adapt as needed for changes in our processes and reporting environment. Mayor Grant asked Mr. Nielsen if, as the auditor, he felt the changes could get the City from a material weakness classification to a significant deficiency. Mr. Nielsen said yes, with the changes proposed he would be comfortable reducing the finding, although it would come over time. The 16 areas that are identified were used to facilitate the discussion, and some areas pose more risk than other areas. Mr. Nielsen said he would start with number four on the list, accounts payable and prepaid items, also items one, three and five (cash and investments, utility funds and payroll, pension, OPEB). Councilmember Scott said his concern was continuity of operations if something should happen to Finance Director Bauman and wondered if the City had any proprietary tools that would make it more difficult for someone new coming in. Councilmember Holden commented that the City has hired contractors in the past. Finance Director Bauman replied the City uses Springbrook software but otherwise is on par with other cities. Councilmember Holden asked if the accounting analyst position would need to be changed if the cross training is done. ARDEN HILLS CITY COUNCIL WORK SESSION—AUGUST 17, 2020 3 Finance Director Bauman said no changes would need to be made to the position description. Councilmember Holden commented that she liked the idea of matching the check with the vendor. Councilmember Holmes thought number five should be looked at more closely. Finance Director Bauman said she has access to change permissions on Springbrook and she would make sure no employees except those processing payroll can make edits. The auditor assists with the pension and OPEB journal entries. Mr. Nielsen said in regard to pensions, they are tying pension reports back to what PERA is publishing. Councilmember Holmes wondered if the items in number seven could be contracted out. Finance Director Bauman felt the person would need background information about projects, and it was more than just looking at a year end report or putting information into a work paper. Currently she does capital assets herself. Mr. Nielsen said an option would be for the City Administrator to review the reports, but he would be sacrificing time from his other responsibilities. Finance Director Bauman is capable of completing the capital asset reports but she is the only one preparing them at this time. Mr. Nielsen noted that the changes Director Bauman has proposed, if implemented in a timely manner, will move the rating from material weakness to significant deficiency. Mayor Grant asked how many other cities the size of Arden Hills get rated below significant deficiency. Mr. Nielsen said the cutoff is around 20,000 residents with a finance staff of four or five. It is common in small cities. Mayor Grant felt that without pulling Administrator Perrault back into the Finance Department they were probably never going to get above significant deficiency. Councilmember McClung stated that as part of his full-time profession he is a certified fraud examiner and had exposure to many of these concepts. He understands the finding and is pleased that Director Bauman is working to improve it. He is comfortable using current staff and getting to significant deficiency within a year. Councilmember Holden agreed with Councilmember McClung and felt City Administrator Perrault should concentrate on his job, not finance. Mayor Grant said he didn't want to pull City Administrator Perrault back into the finance world. ARDEN HILLS CITY COUNCIL WORK SESSION—AUGUST 17, 2020 4 Councilmember Scott asked if they needed to temporarily escalate someone to do higher level work, who could set those controls and said he felt the finding wasn't bad based on the size of our city. Finance Director Bauman said she sets those access controls. Mr. Nielsen said he was comfortable with that. Mr. Nielsen clarified that when they are issuing the audit standards it is an internal control observation. There are no instances of non-compliance with any of the audit testing. Mayor Grant reviewed the direction to proceed with additional training for the accounting analyst, they do not want the City Administrator to go back to a Finance capacity although there may be some items he could help with, and to try to get to significant deficiency if possible. He asked to have the item put on a tickler file for the beginning of next year for review. B. Recycling Contract Discussion Community Development Manager/City Planner Mrosla explained that Staff is looking for Council direction in regard to either extending the current contract with Republic Services or start the RFP process to select a new recycling provider. Republic Services has been the city's recycling hauler since 2015. The existing contract is very favorable for the city and was set to expire in May 2020. However, the existing contract has a clause that states the city has the sole discretion to elect to extend the contract annually or in five year increments. At its November 12, 2019 meeting, the City Council extended the current contract one year or until May 4, 2021. The current contract may be extended four more times. Staff is recommending extending the current contract with Republic Services for another year or from May 3, 2021, to May 2, 2022. Staff is proposing this extension because it would be difficult to secure a similar contract due to the unstable recycling markets. The proposed one year extension will continue to utilize the existing terms, conditions and fee structure as previously approved. Under the current contract, any rate increase shall not exceed three percent. The estimated contract rate based on a maximum three (3) percent increase will be $102,000 for 2021. Community Development Manager/City Planner Mrosla said the options are: would the Council want to continue to utilize the current contract with Republic Services for another year, that would not change the current existing terms and conditions, or should the City go out for an RFP. Councilmembers Scott, McClung, Holden and Mayor Grant were in favor of a one year extension. Councilmember Holden wondered why they didn't extend it for another three years. Community Development Manager/City Planner Mrosla said the contract allows for a five year increment or one year. Since they did one year last year, they can only annually increase it going forward. But he can ask Republic Services if they will extend it an additional three years. ARDEN HILLS CITY COUNCIL WORK SESSION—AUGUST 17, 2020 5 Council was in agreement with three years if Republic Services agrees. C. Chickens and City Ordinance Discussion Associate Planner Hartmann asked that the Council if they would like to consider potential ordinance changes regarding the keeping of chickens in residential properties. The keeping of farm animals is regulated in Section 1325.07, Subd. 6, A. The code section states: Any building in which farm animals are kept shall be located a distance of two hundred(200)feet or more from any lot line. Any open structure in which farm animals are kept shall be a distance of four hundred(400)feet or more from any lot line. Although the minimum lot length in the R-1 Single Family Residential District is 130 feet and the length in the R-2 Single and Two Family Residential District is 120 feet, few residential properties can meet the setback requirements for chicken coops in the City. Associate Planner Hartmann noted that a review of some neighboring cities' ordinances was provided, and additional municipalities in the Twin Cities area. Staff is looking for Council direction in regard to expanding the keeping of chickens. Should the staff review options to amend the language in the Zoning Code in Section 1325.07, Subd. 6 to relax restrictions on raising chickens and chicken coops in residential districts, based on examples of similar communities ordinance restrictions? Councilmember McClung asked if this is being reviewed every couple of years or if residents are asking for it? Associate Planner Hartmann said he had received a couple of inquiries from residents asking about allowing chicken coops. The short answer is yes, the longer answer is that not everyone that wants to have chickens is able to. Staff felt it was time to discuss the ordinance. Community Development Manager/City Planner Mrosla mentioned this was also discussed at a previous work session. Councilmember McClung asked if the City had received a petition. Community Development Manager/City Planner Mrosla said he was aware of one, but the City had not received it. Councilmember Holden said in talking to councilmembers in other cities that have chickens, they say responsible owners do a good job, but others don't. She's not against having chickens but felt the rules need to be very serious — they have to be responsible owners. If they move to have chickens the rules need to be tight. Councilmember McClung said he could be persuaded with restrictions along the lines of Bloomington and Shoreview, fairly restrictive but allowing a small number of chickens. ARDEN HILLS CITY COUNCIL WORK SESSION—AUGUST 17, 2020 6 Councilmember Holmes said it was addressed several years ago but the Council felt the majority of the residents didn't want them. Since that time a petition was emailed to her but she thinks a number of residents are still not interested because a suburban environment isn't conducive for raising chickens. She is not for changing the ordinance. She didn't know how they would enforce the rules and that once people go back to work, or once winter is here people may have a different opinion. Also coyotes and hawks is another disadvantage for chickens. Mayor Grant felt it could be an issue for the neighbors. Part of raising chickens is having a chicken coop that neighbors have to look at. Along with winter and caring for fowl. He would have to have some pretty severe ordinance language. City Administrator Perrault clarified that he believes there is a petition online but no petition has been formally submitted to the City by the petitioner. Councilmember Holden said she thought it was sent to all the Councilmembers around April. She has had residents talk to her about this and so felt there should be a discussion regardless if there was a petition. Councilmember Scott said he knew of a few residents that had chickens. One had problems keeping them contained, another neighbor had them and a coyote or some other animal got into them. He felt that by allowing them it could actually increase the coyote problem. Another person in another city said the chickens would bite him. For the people he knows that have had chickens it didn't end well, so he wouldn't support a change. Councilmember Holden asked how big would a coop have to be to have 2 or 3 chickens, and would a coop be that ugly when people look at stuff in people's backyards anyway. She felt they should charge a permit fee, and if they get complaints they can no longer have them. The last time they reviewed this no cities allowed chickens but things have changed. Maybe they need a public meeting to discuss. Councilmember McClung had heard from people supportive and others not interested. He felt an ordinance would have to be crafted restrictively and carefully, and a permit on a year to year basis. Councilmember Holmes said our enforcement staff is busy enforcing our current ordinances and ordinances are difficult to enforce. Responsible owners won't be the problem. There could be coops falling into disrepair and odor issues. Most people she's talked to are not on board with chickens. Mayor Grant said he is still leaning to no chickens. Councilmember McClung there are a number of residents that are asking for this and he is a bit more open to it. Councilmember Holden noted the Council is split 3-2 so she will bring it up again next year. ARDEN HILLS CITY COUNCIL WORK SESSION—AUGUST 17, 2020 7 D. Preliminary General Fund Budget Finance Director Bauman said the City is required to adopt a maximum tax levy by the end of September, which generally supports the General Fund. For the purpose of this discussion, there is a 3% tax levy increase reflected in the budget. As presented, the General Fund Budget is underfunded by $81,210. The 2020 budget was $121,590 underfunded so they are on the right path but eventually the City needs to adopt a balanced budget. A tax increase levy of 5% would be needed to balance the General Fund budget. Finance Director Bauman stated that she has included in building permit revenue $245,000 for two significant projects expected to move forward next year. One is a senior housing project and the other is a commercial office/warehouse. The proposed 2021 budget is $5,193,530, an increase of$175,220 or 3.5%. The increase is due to public safety costs which are going up over $95,000, and personnel costs. Finance Director Bauman said the projected 2021 property information is not yet available from Ramsey County. Because of this, staff is unable to calculate tax rates or levy impacts. There is no change proposed for the EDA Fund. The Public Safety Capital Fund has a proposed $50,000 tax levy increase. In regard to the EquipmentBuilidng Replacement Fund, the plan is to develop a replacement schedule for all City equipment and the tax levy will be adjusted accordingly. More revenues are required to support City infrastructure projects in the PIR Fund. Finance Director Bauman reported that a survey was recently routed to various cities in the metro asking about proposed levy amounts being considered. Arden Hills would be on the lower spectrum of that survey. Also, this preliminary budget does not include any increases for business license or liquor license fees. Staff had initially anticipated they would look at fee increases for 2021, but now with the Coronavirus pandemic the thought is to push any increases out at least a year. Councilmember Holden noted a significant shift in Recreation in 2020 and 2021 and Park Maintenance in 2020 and 2021. Finance Director Bauman replied that the majority of the shift came from the Recreation Program discussion with FPAC. The majority of it had to do with personnel time being moved from the Recreation Program to Park Maintenance. Councilmember Holden asked about the Elections cost. Finance Director Bauman said there was a $7,500 price increase in the contract price from Ramsey County. City Administrator Perrault said the County re-evaluated their overhead costs, they are looking at increasing wages for election judges, and updating their supplies such as signage. Councilmember Holden said she could support a 2% COLA for staff, but not 3%. Mayor Grant said if inflation is only 1.2%, a 3% increase wouldn't work for him either. He would be more inclined to go with 2%for staff and negotiating with the union for their contract. ARDEN HILLS CITY COUNCIL WORK SESSION—AUGUST 17, 2020 8 Mayor Grant asked if they were assuming that Parks and Rec would be fully staffed in 2021. Finance Director Bauman replied yes, that she had not changed the total FTEs for the City. Councilmember Holmes commented that FPAC had suggested the reallocation of duties in the Parks and Rec Department. That will still be reviewed by the Council. She felt they may want to discuss Northeast Youth and Family Services and what the City pays to them. Finance Director Bauman reviewed the dispatch correction information for Allina services. There may be up to a $10,000 increase over the next few years as the County works to correct their process. She explained the City's share of the total call for service in 2017 was .73%. In 2018 it was .655%. When they corrected the call count in 2019 our share went up to 1.68%. They are using those three years as a rolling average. Councilmember McClung commented that he agrees with 2% COLA, and would like to be careful with the budget this year. Mayor Grant said they still need to be sure the City is not underfunded and spending efficiently. Councilmember Scott was concerned that the current 3% levy wouldn't be enough, and they shouldn't get into a position where they had to have a drastic increase. Councilmember Holmes agreed they need to focus on keeping the finances strong so the Capital Fund balance didn't have issues. Councilmember Holden wanted to be sure they put enough money into maintenance to work on the streets that are scheduled to be repaired. Finance Director Bauman said normally for Building and Permit revenue she has not included possible large projects into the budget, in 2021 she has included $245,000 in fee revenue. Councilmember Holden felt staff should look at increasing license fees to be sure the City is recouping costs. Finance Director Bauman reaffirmed that Council would like staff to look at license fees, change non-union COLA to 2%, but didn't know where the Council stood on the levy increase. Councilmember Holden said 5%, Councilmember Scott said 4.5%. Councilmember McClung would like 3%, Councilmember Holmes agreed to 5% and Mayor Grant agreed to starting a preliminary levy at 5%. Mayor Grant asked if everyone could support 5% as a preliminary number. Council agreed, except for Councilmember McClung who didn't wish to go that high. Finance Director Bauman said she could bring forward the maximum tax levy with different options to the September 14 meeting and it could carry forward to September 28 if necessary. ARDEN HILLS CITY COUNCIL WORK SESSION—AUGUST 17, 2020 9 Councilmember Holden wondered if the City was going to continue to use Ramsey County for preventative maintenance. Public Works Director/City Engineer Blomstrom said they would be looking at doing some of the preventative maintenance in house. City Administrator Perrault said the Sheriff's Department didn't have an estimate for COVID funding yet, but the City could expect to use CARES funding toward 2020 fees. Councilmember Holmes said she would like to understand the funding for Northeast Youth and Family Services and if they should not fund, partially fund or request further dialogue. Councilmember Holden agreed because they don't know how much of the service that is being provided Arden Hills residents is being covered by the resident's insurance. Councilmember Scott would like to continue to fund them but find out more about expenditures. Councilmember McClung said he also had some concerns and is somewhat uncomfortable with the increase. City Administrator Perrault said he could find out a detailed accounting of Northeast Youth and Family Services. E. Council Tracker After discussion it was determined that Wyncrest Court and Cummings Park Parking Concerns, Horitas Acres, and Old Snelling Trail and McCracken Lane items could be removed. The revised estimated completion date for Speed Limit Discussion on City Streets was changed to February 2021. 2. COUNCIL/STAFF COMMENTS Councilmember Scott noted that one of the board members for Beyond the Yellow Ribbon, Rick Nguyn, had passed away with services at Fort Snelling National Cemetery. Councilmember McClung said he was disappointed they didn't decide to have further discussion on Item C. Councilmember Holden wondered if a letter could be sent from the City to the homeowners of the retaining walls on Hamline Avenue and give them the information for Ramsey County. Mayor Grant directed Public Works Director/City Engineer Blomstrom to send a letter to any resident with property adjacent to the retaining wall and to include the Ramsey County responsible party and contact information. ADJOURN ARDEN HILLS CITY COUNCIL WORK SESSION—AUGUST 17, 2020 10 Mayor Grant adjourned the City Council Work Session at 7:59 p.m. Jolene Trauba David Grant Deputy City Clerk Mayor CONSENT ITEM 6A ,-iIZEN HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Gayle Bauman, Finance Director Pang Silseth, Accounting Analyst SUBJECT: Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider A. Approve Claims and Payroll or B. Reject Claims and Payroll Background Payroll is processed biweekly and accounts payable is processed weekly. Budget Impact NA Attachments 2020 Payroll 918 ... ................................................................... $108,566.54 Total Payroll $108,566.54 Paid Claims---8/15/2020 through 9/4/2020 (Check Nos. 49490-49545 and ACH Checks) ..................... ............... $631,797.78 Total Accounts Payable $631,797.78 Total Claims $740,364.32 CITY OF ARDEN HILLS PAYROLL# 18 CHECKS DATED: 09/04/20 Biweekly: 08/15/20 - 08/28/20 EMPLOYEE DEDUCTIONS AMT. CITY BENEFIT Payment Method FIT 1 6,783.981 EFT SIT 3,134.68 EFT FICA Oasdi 4,651.45 4,651.45 EFT FICA Medicare 1,087.85 1,087.85 EFT TOTAL TAXES 1 15,657.961 5,739.30 Health Premium 1,687.95 16,903.30 A/P Check* Dental Premium 313.54 636.35 A/P Check* FSA Health Care Reimb. 0.00 A/P Check* FSA Dependent Care Reimb. 0.00 A/P Check* TOTAL FLEXIBLE SPENDING 1 2,001.491 17,539.65 HSA Health Saving 353.33 1,703.13 Health Care Savings Plan-Retirement 0.00 EFT Health Care Savings Plan-2% 445.00 EFT Health Care Savings Plan-4% 453.62 EFT TOTAL HEALTH SAVINGS 1 1,251.951 1,703.13 PERA 4,460.25 5,146.46 EFT ICMA 2,700.74 401.46 EFT Central Pension Fund-Union 537.60 A/P Check* MN State Retirement S stem 750.00 EFT TOTAL RETIREMENT I 8,448,59F 5,547.92 lU0E 49 Dues Union 122.50 A/P Check* LTD/STD Insurance 1,221.46 A/P Check* PERA Life Insurance 32.00 A/P Check* Life/Addl/Dep Life 132.94 103.20 A/P Check* Life/Addl non-tax 35.70 A/P Check* UNUM 1 19.51 A/P Check* AFLAC 1 22.761 EFT TOTAL VOLUNTARY 1 1,586.871 103.20 Total Employee Deductions 28,946.86 Net Payroll 0.00 Direct Deposit 48,986.48 EFT Gross Payroll Tie-Out 77,933.34 Plus City Paid Benefit 30,633.20 TOTAL PAYROLL COST 108,566,54 FICA TIE-OUT Gross Payroll 77,933.34 Less Total FSA 2,001.49 Less Total H.SA 1,251.95 Less Voluntary Ins 58.46 Plus ICMA Employer 401.46 NetP/R Subject toFICA 75,022.90 FICA Oasdi A 6.20% 4,651.45 FICA Medicare 1.45% 1,087.85 Note:Federal and State Payroll Tax obligations are satisfied by means of utilizing the US Bank Easy Tax Deposit Service. Transfers are typically made up to two days after the payroll date. *A/P Checks can be found on the ACCOUNTS PAYABLE Check Approval report. Checks may be paid this week or the following week. Accounts Payable Checks by Date - Detail by Check Date User: Pang.Silseth Printed: 9/8/2020 12:18 PM -----A EN ]HILLS Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference ACH 0008 JOSEPH MOONEY 08/21/2020 7262020 Clothing Reimbursement-Boots 149.95 Total for this ACH Check for Vendor 0008: 149.95 ACH 0192 GRAINGER INC 08/21/2020 9615665651 Trash Bags and Flashlight 318.99 9618182886 Trash Bags 369.47 Total for this ACH Check for Vendor 0192: 688.46 ACH 0230 MTI DISTRIBUTING CO INC 08/21/2020 1271204-00 Bearing 213.20 1272633-00 Pin Retainer 70.98 Total for this ACH Check for Vendor 0230: 284.18 ACH 0292 OXYGEN SERVICE COMPANY INC 08/21/2020 3471398 July Rental 26.04 Total for this ACH Check for Vendor 0292: 26.04 ACH 0319 CITY OF ROSEVILLE 08/21/2020 229266 IT Support-August 5,862.00 Total for this ACH Check for Vendor 0319: 5,862.00 ACH 0327 STAPLES INC 08/21/2020 3452543138 Supplies 59.37 Total for this ACH Check for Vendor 0327: 59.37 ACH 0382 ICMA RETIREMENT TRUST-106944 08/21/2020 PR 20-17 PR Batch 00200.08.2020 ICMA Employer Perce PR Batch 00200.08.2020 ICM 401.46 PR 20-17 PR Batch 00200.08.2020 ICMA Employee Percc PR Batch 00200.08.2020 ICM 347.93 Total for this ACH Check for Vendor 0382: 749.39 ACH 0387 ICMA RETIREMENT TRUST#302482 08/21/2020 PR 20-17 PR Batch 00200.08.2020 ICMA Employee Percc PR Batch 00200.08.2020 ICM 256.60 PR 20-17 PR Batch 00200.08.2020 ICMA Employee Dedu PR Batch 00200.08.2020 ICM 2,128.54 Total for this ACH Check for Vendor 0387: 2,385.14 ACH 0761 ELECTRIC PUMP INC 08/21/2020 0068839-IN LS#12 549.45 Total for this ACH Check for Vendor 0761: 549.45 ACH 0922 NORTH SUBURBANACCESS CORPOR, 08/21/2020 2020-132 July Services 676.25 AP Checks by Date-Detail by Check Date(9/8/2020 12:18 PM) Page 1 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for this ACH Check for Vendor 0922: 676.25 ACH 0940 ZEE MEDICAL SERVICES INC 08/21/2020 54052548 First Aid Supplies 117.20 54052548 First Aid Supplies 7.05 54052548 First Aid Supplies 47.70 Total for this ACH Check for Vendor 0940: 171.95 ACH 10343 TIM BEEBE 08/21/2020 08142020 Clothing Reimbursement 84.28 Total for this ACH Check for Vendor 10343: 84.28 ACH 1252 CAMPBELL KNUTSON-ATTORNEYS J 08/21/2020 3231G-0720 July Legal Services PC 20-016#521 101.25 3231G-0720 July Legal Services PC 19-002#403 239.20 3231G-0720 July Legal Services 325.50 3231G-0720 July Legal Services PC 20-005#502 232.50 3231G-0720 July Legal Services 1,213.60 3231G-0720 July Legal Services 62.00 3231G-0720 July Legal Services 927.75 Total for this ACH Check for Vendor 1252: 3,101.80 ACH 4709 WARNING LITES INC 08/21/2020 220383 Road Safety Equipment-Hamline Ave&Arden' 845.10 Total for this ACH Check for Vendor 4709: 845.10 ACH 7025 ON SITE COMPANIES-OSSTC INC 08/21/2020 975886 Restrooms 8/8-9/4 681.00 Total for this ACH Check for Vendor 7025: 681.00 ACH 7064 ROTARY CLUB OF ARDEN HILLS-SHO 08/21/2020 1971 Q3 2020 Dues 127.50 Total for this ACH Check for Vendor 7064: 127.50 ACH 7501 KELLY&LEMMONS PA 08/21/2020 53577 Prosection-July 2,394.00 Total for this ACH Check for Vendor 7501: 2,394.00 49490 1053 ALLIED BLACKTOP COMPANY INC 08/21/2020 5479 2020 Chip Sealing 51,187.71 Total for Check Number 49490: 51,187.71 49491 7804 BARTON SAND&GRAVEL CO 08/21/2020 200731 Disposal Fee 7/17-7/28 486.09 Total for Check Number 49491: 486.09 49492 0131 BEISSWENGERS DO IT BEST 08/21/2020 342748 Drill Bit 21.49 Total for Check Number 49492: 21.49 49493 1033 COMCAST 08/21/2020 98681.0820 Service 8/5-9/4 119.71 AP Checks by Date-Detail by Check Date(9/8/2020 12:18 PM) Page 2 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 49493: 119.71 49494 10244 COMCAST BUSINESS INC 08/21/2020 105837117 Service Feb-Aug 3,471.22 Total for Check Number 49494: 3,471.22 49495 1032 COMMERCIAL ASPHALT CO INC 08/21/2020 200731 Asphalt Purchase?/19-7/28 2,367.87 Total for Check Number 49495: 2,367.87 49496 0841 EHLERS&ASSOCIATES INC. 08/21/2020 84182 Arbitrage Report 2018A-7/18 470.00 84182 Arbitrage Report 2018A-7/18 3,030.00 84390 2019 TIF Report 1,062.50 84390 2019 TIF Report 1,062.50 Total for Check Number 49496: 5,625.00 49497 0447 LU.O.E LOCAL 49 BENEFIT FUND-INST 08/21/2020 BP3.0920 September Insurance 8,855.00 N134.0920 September Insurance 1,527.00 Total for Check Number 49497: 10,382.00 49498 0390 INT'L UNION OPERATING ENGINEERS 08/21/2020 80720 August Dues 245.00 Total for Check Number 49498: 245.00 49499 10414 MICHAEL AND LISA JOHNSON 08/21/2020 81720 Refund Overpayment on Tree Removal 50.00 Total for Check Number 49499: 50.00 49500 5443 METRO PRODUCTS INC 08/21/2020 153371 Supplies 27.18 153469 Supplies 75.39 Total for Check Number 49500: 102.57 49501 1074 PRECISION LANDSCAPE&TREE INC 08/21/2020 81847 Tree Removal-1850 Venus Ave 2,000.00 Total for Check Number 49501: 2,000.00 49502 1208 PREMIUM WATERS INC 08/21/2020 610207-07-20 July Water 20.01 6 133 17-07-20 July Water 15.99 Total for Check Number 49502: 36.00 49503 0811 RAMSEY COUNTY 08/21/2020 EMCOM-008631 Fleet Support-July 24.96 EMCOM-008668 911 Dispatch-July 3,181.94 EMCOM-008685 CAD-July 616.26 PRK-001783 2020 Q1 Credit -131.60 PRK-001783 2020 Q2 Inspections 180.75 PRK-001783 2020 Q2 Inspections 1,671.56 PRK-001783 2019 Q4 Credit -98.10 AP Checks by Date-Detail by Check Date(9/8/2020 12:18 PM) Page 3 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference SHRFL-001901 Law Enforcement-August 111,426.64 Total for Check Number 49503: 116,872.41 49504 0335 SCHERER BROS LUMBER CO 08/21/2020 329016 Timber 256.22 329107 Timber 136.44 Total for Check Number 49504: 392.66 49505 10354 ST.PAUL PIONEER PRESS 08/21/2020 720572589 PC 20-016#521 45.58 720572589 Ch. 13 Zoning Code 54.18 720572589 PC 20-010#506 42.14 720572589 PC 20-011#510 39.56 720572589 Zoning Code Amend PC 20-013 38.70 720572589 Annual SWPPP Notice 33.54 Total for Check Number 49505: 253.70 49506 0336 T.A. SCMFSKY&SONS INC 08/21/2020 66268 Asphalt Purchases 7/26-8/1 3,843.12 66307 Asphalt Purchases 8/2-8/8 1,199.97 Total for Check Number 49506: 5,043.09 49507 6555 TKDA INC 08/21/2020 2020002995 Highway 10 Watermain 6/28-7/25 610.60 Total for Check Number 49507: 610.60 49508 0925 T-MOBILE 08/21/2020 841463567.0720 Service 7/2-8/1 28.70 Total for Check Number 49508: 28.70 49509 3099 TRI STATE BOBCAT INC-LITTLE CAN? 08/21/2020 A75987 Sided Plate 153.09 Total for Check Number 49509: 153.09 49510 9755 VERIZON CONNECT 08/21/2020 OSV000002184632 July Service 260.61 Total for Check Number 49510: 260.61 Total for 8/21/2020: 218,545.38 ACH 0192 GRAINGER INC 08/28/2020 9624699568 Supplies 73.82 Total for this ACH Check for Vendor 0192: 73.82 ACH 0243 METROPOLITAN COUNCIL-WASTE WY 08/28/2020 1112822 September Wastewater 67,355.40 Total for this ACH Check for Vendor 0243: 67,355.40 ACH 0327 STAPLES INC 08/28/2020 3453352737 Supplies 38.57 3453352738 Supplies 34.04 AP Checks by Date-Detail by Check Date(9/8/2020 12:18 PM) Page 4 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference 3453352739 Supplies 12.52 3453525065 Disinfectant Wipes 14.97 3453525066 Disinfectant Wipes 14.97 3453799707 Supplies 148.59 3453799707 Supplies 39.32 3453865615 Sanitizer Dispenser and Stand 382.14 3454010660 Hand Sanitizer 9.38 Total for this ACH Check for Vendor 0327: 694.50 ACH 0381 ICMA RETIREMENT CORPORATION 08/28/2020 44301 Q3 2020 Plan Fee 250.00 Total for this ACH Check for Vendor 0381: 250.00 ACH 0549 ABLE HOSE&RUBBER LLC INC 08/28/2020 220831-001 Supplies 25.50 Total for this ACH Check for Vendor 0549: 25.50 ACH 0750 VERIZON WIRELESS 08/28/2020 9860508824 Service 8/11-9/10 1,134.33 Total for this ACH Check for Vendor 0750: 1,134.33 ACH 10363 MINUTE MAKER SECRETARIAL 08/28/2020 M1116 Aug 5-PC Meeting 148.00 Total for this ACH Check for Vendor 10363: 148.00 ACH 1115 WSB&ASSOCIATES INC 08/28/2020 0-003455-140-22 Old Snelling Trail-July 684.25 R-014908-000-8 Lake Valentine Rd Ped&Traffic-July 2,748.00 R-015394-000-8 2020 GIS-July 890.00 Total for this ACH Check for Vendor 1115: 4,322.25 ACH 8032 PACE ANALYTICAL FIELD SVC INC 08/28/2020 1220-3543 June Drinking Water Survey 714.25 1220-3544 July Drinking Water Survey 733.00 Total for this ACH Check for Vendor 8032: 1,447.25 ACH CANON CANON FINANCIAL SERVICES INC 08/28/2020 21755059 September Copier 1,215.08 21755059 September Copier 214.42 Total for this ACH Check for Vendor CANON: 1,429.50 ACH FRID JEFF FRID 08/28/2020 11262019 Mileage Reimbursement 11/20-11/22 52.20 Total for this ACH Check for Vendor FRID: 52.20 49511 10300 KERI BLOYER 08/28/2020 04182019 Refund:City Hall Room Rental Refund:City Hall Room Rent 45.00 Total for Check Number 49511: 45.00 49512 UB*00372 KENT BUELL 08/28/2020 Refund Check 010039-000, 1418 Indian Oaks T 30.34 AP Checks by Date-Detail by Check Date(9/8/2020 12:18 PM) Page 5 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 49512: 30.34 49513 1033 COMCAST 08/28/2020 44271.092 Service 8/21-9/20 6.60 Total for Check Number 49513: 6.60 49514 1032 COMMERCIAL ASPHALT CO INC 08/28/2020 200815 Asphalt Purchases 8/12-8/14 306.15 Total for Check Number 49514: 306.15 49515 0176 FRATTALLONES HARDWARE INC 08/28/2020 089553/A Pesticides 26.56 Total for Check Number 49515: 26.56 49516 1193 FURTHER INC 08/28/2020 15510001 August Participant Fees 63.55 Total for Check Number 49516: 63.55 49517 U13*00313 CORYKRIZAK 08/28/2020 Refund Check 32.04 Total for Check Number 49517: 32.04 49518 0495 LAKE JOHANNA FIRE DEPARTMENT I 08/28/2020 751 2019 Cap Reimb-Table and Chairs 1,794.99 754 2020 Cap Reimb-Table and Chairs 2,480.00 758 2020 Cap Reimb-Radio Optimization 1,041.60 Total for Check Number 49518: 5,316.59 49519 10293 FANHONG MENG 08/28/2020 02072019 Refund-Afterschool Basketball Refund-Afterschool Basketbal 5.00 Total for Check Number 49519: 5.00 49520 MIDF MIDWAY FENCE 08/28/2020 2020-00800 Refund:Fence Permit 2020-00800 65.00 Total for Check Number 49520: 65.00 49521 10360 NORTHWESTERN POWER EQUIPMEN 08/28/2020 200213DJ Arden Manor-South PRV Replacement 9,110.75 Total for Check Number 49521: 9,110.75 49522 U13*00338 ALYSSA&OBI ONWUAGBA 08/28/2020 Refund Check 9.58 Total for Check Number 49522: 9.58 49523 U13*00333 JAIME PAUTZ 08/28/2020 Refund Check 4.46 Total for Check Number 49523: 4.46 49524 0336 T.A. SCHIFSKY&SONS INC 08/28/2020 66347 Asphalt Purchases 8/9-8/15 734.32 AP Checks by Date-Detail by Check Date(9/8/2020 12:18 PM) Page 6 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 49524: 734.32 49525 1300 UNIFIRST CORPORATION 08/28/2020 090 0574214 August Service 134.46 Total for Check Number 49525: 134.46 49526 0155 OFFICE OF MN IT SERVICES 08/28/2020 W20070599 July Phones 739.63 Total for Check Number 49526: 739.63 49527 6748 RELIANCE STANDARD 08/28/2020 GL154938.0920 September Insurance 1,661.94 Total for Check Number 49527: 1,661.94 Total for 8/28/2020: 95,224.72 ACH 0192 GRAINGER INC 09/04/2020 9622765908 Marking Paint 56.88 9622765908 Ear Plugs 70.56 9622989615 Marking Paint 56.88 9633369369 Marking Wand 62.38 Total for this ACH Check for Vendor 0192: 246.70 ACH 0327 STAPLES INC 09/04/2020 3454182720 Cleaning Wipes 11.07 3454341444 Supplies 59.31 Total for this ACH Check for Vendor 0327: 70.38 ACH 0339 FERGUSON WATERWORKS#2518 09/04/2020 461823 Supplies 57.66 Total for this ACH Check for Vendor 0339: 57.66 ACH 0382 ICMA RETIREMENT TRUST-106944 09/04/2020 PR 20-18 PR Batch 00100.09.2020 ICMA Employer Perce PR Batch 00100.09.2020 ICM 401.46 PR 20-18 PR Batch 00100.09.2020 ICMA Employee Percc PR Batch 00100.09.2020 ICM 347.93 Total for this ACH Check for Vendor 0382: 749.39 ACH 0387 ICMA RETIREMENT TRUST#302482 09/04/2020 PR 20-18 PR Batch 00100.09.2020 ICMA Employee Dedu PR Batch 00100.09.2020 ICM 2,128.54 PR 20-18 PR Batch 00100.09.2020 ICMA Employee Percc PR Batch 00100.09.2020 ICM 224.27 Total for this ACH Check for Vendor 0387: 2,352.81 ACH 0453 CONTINENTAL RESEARCH CORP 09/04/2020 17551 Wastewater Treatment 855.00 Total for this ACH Check for Vendor 0453: 855.00 ACH 1125 BOLTON&MENK INC 09/04/2020 255153 Colleen Ave Drainage 519.00 Total for this ACH Check for Vendor 1125: 519.00 AP Checks by Date-Detail by Check Date(9/8/2020 12:18 PM) Page 7 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference ACH 1223 ADAM'S PEST CONTROL-MAIN 09/04/2020 3175510 August Pest Control-Monthly Service 71.59 Total for this ACH Check for Vendor 1223: 71.59 ACH 1330 MN CLN SERVICES INC 09/04/2020 0920NNO1 August Janitorial Service 451.00 0920NNO1 August Janitorial Service 1,554.58 Total for this ACH Check for Vendor 1330: 2,005.58 ACH 5587 CES IMAGING INC 09/04/2020 INV 118006 August Rental 60.00 Total for this ACH Check for Vendor 5587: 60.00 ACH 8800 VALLEY PAVING INC 09/04/2020 13707 In-House Overlay Paving 6,125.00 Total for this ACH Check for Vendor 8800: 6,125.00 49528 5593 AMERICAN LEGAL PUBLISHING CORI 09/04/2020 2420 2020 S-29 Supplement Pages 13.50 Total for Check Number 49528: 13.50 49529 0131 BEISSWENGERS DO IT BEST 09/04/2020 350315 Supplies 4.78 Total for Check Number 49529: 4.78 49530 CPF1 CENTRAL PENSION FUND 09/04/2020 184503-0820 August Pension 1,075.20 Total for Check Number 49530: 1,075.20 49531 SHORE CITY OF SHOREVIEW-PARKS&RECRI 09/04/2020 90320 Adult Softball 594.00 Total for Check Number 49531: 594.00 49532 0337 D ROCK CENTER LANDSCAPE SUPPL` 09/04/2020 5846 Mulch-Chatham Trail 227.70 Total for Check Number 49532: 227.70 49533 10416 FPI PAVING CONTRACTORS INC 09/04/2020 2080236.00 Tack Purchase-2020 Street Paving 1,320.00 Total for Check Number 49533: 1,320.00 49534 10415 I[JOE TRAINING CENTER 09/04/2020 8312020 One Year Agreement-1st Half Payment 2,080.00 Total for Check Number 49534: 2,080.00 49535 0495 LAKE JOHANNA FIRE DEPARTMENT I 09/04/2020 760 Land Purchase 260,400.00 Total for Check Number 49535: 260,400.00 49536 0222 LEAGUE OF MINNESOTA CITIES 09/04/2020 090120 Minnesota Mayors Association Membership 202 30.00 AP Checks by Date-Detail by Check Date(9/8/2020 12:18 PM) Page 8 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference 326826 Membership Dues 2020-2021 9,933.00 Total for Check Number 49536: 9,963.00 49537 1058 MIDC ENTERPRISES INC 09/04/2020 10046064 Supplies 82.39 10046066 Supplies 110.13 10046067 Supplies 30.38 Total for Check Number 49537: 222.90 49538 0257 MINNESOTA DEPT OF HEALTH 09/04/2020 81320 2020 Q3 Water Connection Fee 6,415.00 Total for Check Number 49538: 6,415.00 49539 0600 NCPERS GROUP LIFE INS 09/04/2020 315800092020 September Insurance 64.00 Total for Check Number 49539: 64.00 49540 3100 PROVIDENT LIFE AND ACCIDENT INS 09/04/2020 E0471136.0820 August Insurance 39.02 Total for Check Number 49540: 39.02 49541 0811 RAMSEY COUNTY 09/04/2020 FLEET-000577 July Equipment Service&Parts 822.91 FLEET-000577 July Equipment Service&Parts 3,285.00 FLEET-000578 July Fuel Purchases 3,055.76 Total for Check Number 49541: 7,163.67 49542 0282 REPUBLIC SERVICES#899 09/04/2020 089-003594419 August Recycling 8,181.00 Total for Check Number 49542: 8,181.00 49543 3099 TRI STATE BOBCAT INC-LITTLE CAN? 09/04/2020 A76517 Supplies 103.09 Total for Check Number 49543: 103.09 49544 10413 ULTEIG ENGINEERS INC 09/04/2020 96976 Karth Lake Runoff-August 2,986.00 Total for Check Number 49544: 2,986.00 49545 10417 Z SYSTEMS 09/04/2020 80657 Laser Projector 4,061.71 Total for Check Number 49545: 4,061.71 Total for 9/4/2020: 318,027.68 Report Total(95 checks): 631,797.78 AP Checks by Date-Detail by Check Date(9/8/2020 12:18 PM) Page 9 CONSENT ITEM—6B ,-iIZEN HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Todd Blomstrom, Public Works Director/City Engineer SUBJECT: Purchase of a F 150 Pickup Truck Budgeted Amount: Actual Amount: Funding Source: $N/A $39,000.00 CARES Funds (maximum limit) Council Should Consider The City Council is requested to consider an authorization to purchase one Ford F 150 Extended Cap Pickup Truck up to a maximum amount of$39,000.00. Back2round/Dis cuss ion The Arden Hills Public Works Department continues to implement a practice of limiting vehicle occupancy to one employee per vehicle as a measure to mitigate the spread of COVID-19 between essential workers. This practice has created operational challenges due to the limited number of vehicles within the City fleet. The Public Works fleet includes 12 light/medium duty trucks as listed in Attachment A. The Department typically has a demand for 13 vehicles under the vehicle single occupancy limit based on eight full-time maintenance employees, one public works superintendent, three seasonal employees, and one vehicle needed for engineering functions. The Department has a shortage of at least one vehicle, and this assumes that larger F450 trucks are being used on a regular basis to travel between work destinations. The use of F450 vehicles for general employee travel is significantly more costly than use of smaller F 150 vehicles. The City Council directed staff to investigate the purchase of an additional vehicle as part of the CARES Act funding program. The City typically purchases vehicles from the State of Minnesota Cooperative Purchasing Contract. Delivery of a standard pickup truck from the state contract is Page 1 of 2 scheduled out several months and would likely not occur until after January 1, 2021. Delivery would be past the funding deadline for the CARES Act. Staff solicited quotations for the purchase on one extended cab, 4-wheel drive, F 150 pickup truck from local dealers and received two quotes. The first quote in the amount of $38,928.56 from Midway Ford is provided in Attachment B. The second quote in the amount of $35,536.78 from Boyer Ford is provided in Attachment C. Purchasing a vehicle from current dealer inventory (off the lot) is difficult due to the general shortage of new vehicle inventory. The time delay between locating an available truck and the time to place the purchase on the City Council agenda for authorization will likely result in most vehicles being sold before staff can close on the vehicle purchase. If the City Council wishes to purchase a vehicle with CARES Act funding, staff is requesting that the Council authorize staff to purchase a new F 150 pickup truck up to a maximum amount of $39,000. Staff would locate a base model pickup truck below the maximum authorized amount and proceed with the purchase. Budget Impact Federal CARES Act funding was allocated to the City of Arden Hills in the amount of$745,040. The funds are now available and the City is required to expend all of its funds by November 15, 2020. The requested truck purchase up to the maximum amount of $39,000 is proposed to be funded from the City's CARES Act funds. Attachments Attachment A: Public Works Licensed Vehicle Fleet Attachment B: Vehicle Quote from Midway Ford Attachment C: Vehicle Quote from Boyer Ford Page 2 of 2 ATTACHMENT A Public Works Licensed Vehicle Fleet September 2020 Vehicle Vehicle No Description Light/Medium Vehicles 85127 19 Ford F450 Super Duty 4x4 6.7L 85203 12 Ford F350 Pick-up 4WD 6.2L 85210 10 Ford F350 Super Duty 4x4 5.4L 85215 16 Ford F350 6.2L 85320 15 Ford F450 Dump Truck 85323 19 Ford F350 Crew Cab 4X4 85441 12 F450 w/Plow & Dump 85455 16 Ford F350 Super Duty 85601 19 Ford F150 Ext Cab 4x4 85602 19 Ford F150XL Supercab 85318 13 Ford F450 Dump 86211 2011 F450 Lift Station crane truck Large/Heavy Vehicles 85115 2012 Intl 7400 Single axle Plow Truck 85120 2011 Int'I single axle Plow Truck 85122 2017 Elgin Pelican Street Sweeper 85123 2018 Mack single axle Plow Truck 85321 2016 Mack Truck/Jet Vac 85431 2009 Sterling Acterra Tanker/Flusher Attachment B Prepared for: Jeff Frid, Arden Hills Email:jfrid@cityofardenhills.org 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 so Client Proposal Prepared by: Dale Thomas Office: 612-387-4541 Email: dthomas@rosevillemidwayford.com Date: 09/08/2020 Midway Ford Company 12777 N Snelling, Roseville, Minnesota, 551131796 Office: 651-636-8200 1 Prepared for: Jeff Frid Arden Hills Prepared by: Dale Thomas 09/08/2020 Midway Ford Company 12777 N Snelling Roseville Minnesota 1551131796 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 As Configured Vehicle Code Description Invoice Base Vehicle ME Base Vehicle Price (X1 E) $34,628.00 Packages 101A Equipment Group 101A Mid $2,257.00 -$682.00 -Option Discount Includes: GVWR:6,500 lbs Payload Package Radio:AM/FM Stereo w/6 Speakers Includes auxiliary audio inputjack(not available with SYNC). XL Power Equipment Group Power Glass Sideview Mirrors w/Black Skull Caps Includes manual-folding. Illuminated Entry MyKey Perimeter Alarm Power Door Locks Includes flip key and integrated key transmitter keyless-entry(includes Autolock). Power Tailgate Lock Power Front&Rear Windows 4.2"Productivity Screen in Instrument Cluster Includes compass. FordPass Connect(4G) Includes 4G LTE Wi-Fi hotspot connects up to 10 devices,remotely start,lock and unlock vehicle, schedule specific times to remotely start vehicle,locate parked vehicle and check vehicle status. Note:Ford Telematics and Data Services Prep included for Fleet ONLY:FordPass Connect 4G Wi- Fi Modem provides data to support telematics and data services including but not limited to vehicle location,speed,idle time,fuel, vehicle diagnostics and maintenance alerts.Device enables telematics services through Ford or authorized providers.Activate at www.fleet.ford.com or call 833-FCS-Ford or 833-327-3673. Wi-Fi hotspot includes wireless data trial that begins upon AT&T activation and expires at the end of 3 months or when 3GB of data is used,whichever comes first, but cannot extend beyond the trial subscription period for remote features. To activate,go to www.att.com/ford. FordPass Connect(optional on select vehicles),the FordPass App. and Complimentary Connected Services are required for remote features(see FordPass Terms for details). Connected Service and features depend on compatible AT&T network availability.Evolving technology/cellular networks/vehicle capability may limit functionality and prevent operation of connected features. Connected services excludes Wi-Fi hotspot. -SYNC Includes enhanced voice recognition communications and entertainment system, 911 assist,4.2" LCD display in center stack,Applink and 1 smart charging USB port. -Cruise Control Powertrain 99P Engine: 2.7L V6 EcoBoost $906.00 Includes auto start-stop technology. Includes: -GVWR:6,500 lbs Payload Package 44G Transmission: Electronic 10-Speed N/C Automatic Includes selectable drive modes:normal/tow-haul/snow-wet/EcoSelect/sport. XL9 Electronic Locking w/3.55 Axle Ratio $427.00 STDGV GVWR: 6,500 lbs Payload Package Included Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 2 Prepared for: Jeff Frid Arden Hills Prepared by: Dale Thomas 09/08/2020 Midway Ford Company 12777 N Snelling Roseville Minnesota 551131796 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 As Configured Vehicle (cont'd) Code Description Invoice Wheels & Tires T2P Tires: P275/55R20 BSW AT Included Includes 26517OR17 BSW all-terrain spare tire. 642 Wheels: 20" Machined-Aluminum Included Includes flash gray painted pockets. Seats & Seat Trim J Unique Sport Cloth 40/Console/40 $269.00 Front-Seats Includes 4-way adjustable driver/passenger headrests,manual driver/passenger lumbar,flow- through console with steering column mounted shift and 2nd outlet in console when ordered with 110V140OW outlet(91 V). Other Options 145WB 145'Wheelbase STD STDRD Radio: AM/FM Stereo w/6 Speakers Included Includes auxiliary audio input jack(not available with SYNC). 861 XL Sport Appearance Package $706.00 Includes: Body-Color Front&Rear Bumpers Includes body-color front fascia. Box Side Decals Fog Lamps 61S STX Appearance Package $1,816.00 -Option Discount -$1,138.00 Includes: Wheels:20"Machined-Aluminum Includes flash gray painted pockets. Tires:P275/55R20 BSW AT Includes 26517OR17 BSW all-terrain spare tire. Body-Color Surround w/Black Mesh Insert Grille Includes black mesh insert. Body-Color Front&Rear Bumpers Includes body-color front fascia. Box Side Decals Rear Window Defroster Fog Lamps Manual Driver/Passenger Lumbar Rear Window Fixed Privacy Glass Driver/Passenger Seat Back Pocket SYNC 3 Includes enhanced voice recognition communications and entertainment system, 8"LCD touchscreen in center stack with swipe capability,AppLink, 911 Assist,Apple CarPlay and Android Auto compatibility and 2 smart charging USB ports. 53B Class IV Trailer Hitch Receiver Included Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 3 Prepared for: Jeff Frid Arden Hills Prepared by: Dale Thomas 09/08/2020 Midway Ford Company 12777 N Snelling Roseville Minnesota 1551131796 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 As Configured Vehicle (cont'd) Code Description Invoice Ordering the Trailer Tow Package does not include Integrated Brake Controller (67T). Integrated Brake Controller(67T) is a standalone option and must be ordered separately. Includes towing capability up to 6,000 lbs. on 3.3L V6 PFDI engine(99B)and 2.7L EcoBoost engine (99P)or up to 7,000 lbs.on 3.5L EcoBoost engine(994),3.5L EcoBoost High Output engine(99G) and 5.OL V8 engine(995),smart trailer tow connector and 4-pin/7-pin wiring harness. 53A Trailer Tow Package w/101A $906.00 Ordering the Trailer Tow Package does not include Trailer Tow Mirrors. Trailer Tow Mirrors are a standalone option and must be ordered separately. (Option Code: 54Y/59S). Ordering the Trailer Tow Package does not include Integrated Brake Controller(67T). Integrated Brake Controller(67T) is a standalone option and must be ordered separately. Towing capability up to 11,300 lbs.Includes tailgate LED. Includes: Pro Trailer Backup Assist Auxiliary Transmission Oil Cooler Engine Oil Cooler Class IV Trailer Hitch Receiver Includes towing capability up to 6,000 lbs.on 3.3L V6 PFDI engine(99B)and 2.7L EcoBoost engine(99P)or up to 7,000 lbs.on 3.5L EcoBoost engine(994), 3.5L EcoBoost High Output engine (99G)and 5.OL V8 engine(995),smart trailer tow connector and 4-pin/7-pin wiring harness. -Upgraded Front Stabilizer Bar 63T Tailgate Step w/Tailgate Lift Assist $342.00 PAINT Monotone Paint Application STD 924 Rear Window Fixed Privacy Glass Included 57Q Rear Window Defroster Included 76R Reverse Sensing System $251.00 595_ Fog Lamps Included 153 Front License Plate Bracket N/C Standard in states requiring 2 license plates, optional to all others. Fleet Options 85A XL Power Equipment Group Included Includes: Power Glass Sideview Mirrors w/Black Skull Caps Includes manual-folding. Illuminated Entry MyKey Perimeter Alarm Power Door Locks Includes flip key and integrated key transmitter keyless-entry(includes Autolock). Power Tailgate Lock Power Front&Rear Windows 60M FordPass Connect(4G) Included Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 4 Prepared for: Jeff Frid Arden Hills Prepared by: Dale Thomas 09/08/2020 Midway Ford Company 12777 N Snelling Roseville Minnesota 1551131796 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 As Configured Vehicle (cont'd) Code Description Invoice Includes 4G LTE Wi-Fi hotspot connects up to 10 devices,remotely start,lock and unlock vehicle, schedule specific times to remotely start vehicle,locate parked vehicle and check vehicle status. Note:Ford Telematics and Data Services Prep included for Fleet ONLY:FordPass Connect 4G Wi- Fi Modem provides data to support telematics and data services including but not limited to vehicle location,speed,idle time,fuel, vehicle diagnostics and maintenance alerts.Device enables telematics services through Ford or authorized providers.Activate at www.fleet.ford.com or call 833-FCS-Ford or 833-327-3673. Wi-Fi hotspot includes wireless data trial that begins upon AT&T activation and expires at the end of 3 months or when 3GB of data is used,whichever comes first, but cannot extend beyond the trial subscription period for remote features. To activate,go to www.att.com/ford. FordPass Connect(optional on select vehicles),the FordPass App. and Complimentary Connected Services are required for remote features(see FordPass Terms for details). Connected Service and features depend on compatible AT&T network availability.Evolving technology/cellular networks/vehicle capability may limit functionality and prevent operation of connected features. Connected services excludes Wi-Fi hotspot. 52P SYNC Included Includes enhanced voice recognition communications and entertainment system,911 assist,4.2" LCD display in center stack,Applink and 1 smart charging USB port. 50S Cruise Control Included Interior Colors JG 01 Black N/C Primary Colors YZ 01 Oxford White N/C SUBTOTAL $40,688.00 Destination Charge $1,695.00 TOTAL $42,383.00 Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 5 Prepared for: Jeff Frid Arden Hills Prepared by: Dale Thomas 09/08/2020 Midway Ford Company 12777 N Snelling Roseville Minnesota 1551131796 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 Pricing Summary - Single Vehicle INVOICE Vehicle Pricing Base Vehicle Price $34,628.00 Options &Colors $6,060.00 Upfitting $0.00 Fuel Charge $45.56 Destination Charge $1,695.00 Subtotal $42,428.56 Pre-Tax Adjustments Code Description 13564 Rebate -$3,500.00 Total $38,928.56 Customer Signature Acceptance Date Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 6 Attachment C 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 i i so W f � \ _Aj Client Proposal Prepared by: Joshua Tenney Office: 612-378-6000 Quote ID: F200067 Date: 08/19/2020 Boyer Ford Trucks, Inc. 2425 Broadway Street NE, Minneapolis, Minnesota, 554131730 Office: 612-378-6000 1 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs Dimensions • Exterior length: 231.9" • Exterior width: 79.9" • Exterior height: 77.2" • Wheelbase: 145.0" • Front track: 67.6" • Rear track: 67.6" • Turning radius: 23.5' • Min ground clearance: 9.3" • Max ground clearance: 10.3" • Front legroom: 43.9" • Rear legroom: 33.5" • Front headroom: 40.8" • Rear headroom: 40.3" • Front hiproom: 62.5" • Rear hiproom: 64.7" • Front shoulder room: 66.7" • Rear shoulder room: 65.8" • Passenger volume: 116.Ocu.ft. • Approach angle: 25.8 deg • Departure angle: 26.1 deg • Maximum cargo volume: 31.6cu.ft. • Box length: 78.0" Powertrain * 395hp 5.OL DOHC 32 valve V-8 engine with Ti- • Auto stop-start feature VCT variable valve control, variable intake length, port/direct injection • Recommended fuel : regular unleaded LEV3-ULEV125 * 10 speed automatic transmission with overdrive Part-time * Fuel Economy City: 15 mpg Fuel Economy Highway: 21 mpg • Capless fuel filler Suspension/Handling • Front independent double wishbone suspension with Rear rigid axle leaf spring suspension with gas- anti-roll bar, gas-pressurized shocks pressurized shocks • Speed-sensing electric power-assist rack-pinion Front and rear 17 x 7.5 silver aluminum wheels Steering • P265/70SR17 OWL AT front and rear tires Body Exterior • 4 doors Reverse opening left rear passenger • Reverse opening right rear passenger Driver and passenger power remote, manual folding door mirrors • Black door mirrors * Chrome bumpers * Running boards * Class IV trailer hitch with trailer sway control • Bed-rail protectors • Easy lift tailgate • Easy lower tailgate • Trailer harness • Box style: regular • Clearcoat paint • Front and rear 17 x 7.5 wheels • 2 front tow hook(s) Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 2 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) Convenience • Manual air conditioning * Cruise control with steering wheel controls * Power windows * Driver and passenger 1-touch up * Driver and passenger 1-touch down * Remote power door locks with 2 stage unlock and illuminated entry • Manual tilt steering wheel Manual telescopic steering wheel • Day-night rearview mirror FordPass Connect 4G internet access * 911 Assist emergency SOS Wireless phone connectivity * AppLink smart device integration 2 1st row LCD monitors • Front and rear cupholders Passenger visor mirror • Driver and passenger door bins Rear door bins Seats and Trim • Seating capacity of 6 Front 40-20-40 split-bench seat • 4-way driver seat adjustment 4-way passenger seat adjustment • Centre front armrest 60-40 folding rear split-bench seat • Cloth seat upholstery Entertainment Features • AM/FM stereo radio SYNC external memory control * Steering wheel mounted radio controls • 6 speakers * Streaming audio • Fixed antenna Lighting, Visibility and Instrumentation • Halogen aero-composite headlights • Delay-off headlights • Fully automatic headlights Front fog lights • Variable intermittent front windshield wipers Light tinted windows • Tachometer Voltmeter • Oil pressure gauge Compass • Outside temperature display Camera(s)- rear • Low tire pressure warning Trip computer * Parking sensors Trip odometer Safety and Security • 4-wheel ABS brakes Brake assist with hill hold control • Electric parking brake 4-wheel disc brakes • AdvanceTrac w/Roll Stability Control Electronic ABS and driveline traction control stability control Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 3 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) • Dual front impact airbag supplemental restraint • Dual seat mounted side impact airbag supplemental system restraint system • Safety Canopy System curtain 1st and 2nd row • Airbag supplemental restraint system occupancy overhead airbag supplemental restraint system sensor * Remote activated perimeter/approach lighting * Power remote door locks with 2 stage unlock and panic alarm * Security system with SecuriLock immobilizer * MyKey restricted driving mode • Manually adjustable front head restraints 3 manually adjustable rear head restraints • Ford Co-Pilot360- Pre-Collision Assist with Automatic Emergency Braking (AEB) Feature Dimensions General Weights *Curb 4,800 lbs. *GVWR _ _ 7,050 lbs. *Payload 2,200 lbs. Front Weights *Front GAWR 3,600 lbs. *Front curb weight 2,913 lbs. Front axle capacity 3,750 lbs. *Front spring rating 3,600 lbs. Front tire/wheel capacity 3,650 lbs. Rear Weights *Rear GAWR 3,800 lbs. *Rear curb weight 1,887 lbs. Rear axle capacity 4,800 lbs. *Rear spring rating_ _ __ _ __ _ __ _ _3,800 lbs. *Rear tire/wheel capacity 4,056 lbs. Trailering Type *Type Regular Harness Yes *Class IV *Hitch Yes Trailer sway control Yes General Trailering *Towing capacity 7000 lbs. *GCWR 12300 lbs. Fuel Tank type Capacity 23.01 gal. Capless fuel filler Yes Off Road Approach angle 26 deg Departure angle 26 deg Ramp breakover angle 20 deg Min ground clearance 911 Max ground clearance 1011 Load floor height 3411 Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 4 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) Exterior cargo Length 78.0 " Minimum width 50.6 " Volume 62.3 cu.ft. Pickup box depth 21.4 " Maximum width 65.2 " Tailgate width 60.3 " Interior cargo Maximum cargo volume 31.6 cu.ft. Powertrain Engine Type Block material Aluminum *Cylinders V-8 Head material _ Aluminum Ignition Spark Injection Port/direct injection *Liters 5.OL Orientation Longitudinal Recommended fuel Regular unleaded Valves per cylinder 4 Valvetrain DOHC Variable valve control Ti-VCT Engine Spec *Bore 3.63" Compression ratio 12.0.1 *Displacement 302 cu.in. *Stroke 3.65" Engine Power *SAEJ1349 AUG2004 compliant Yes *Output 395 HP @ 5,750 RPM *Torque 400 ft.-lb @ 4,500 RPM Alternator Amps 200 Battery Amp hours 70 Cold cranking amps 610 Run down protection Yes Engine Extras *Block heater Yes Auto stop-start feature Yes Transmission Electronic control Yes Lock-up Yes Overdrive Yes *Speed 10 Type Automatic Transmission Gear Ratios *1st 4.696 *2nd __ _ __ _ _ 2.985 Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 5 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) *3rd 2.146 *4th 1.769 *5th 1.52 *6th __ __ _ __ 1.275 *7th 1 *8th 0.854 *9th _ __ _ __ _ 0.689 *10th _ __ _ __ _ 0.616 *Reverse Gear ratios 4.866 Transmission Extras Driver selectable mode Yes Sequential shift control SelectShift Drive Type 4wd type Part-time Type Four-wheel Drive Feature Traction control ABS and driveline Locking hub control Auto Transfer case shift Electronic *Rear locking differential Driver selectable Drive Axle *Ratio 3.31 Exhaust Material Stainless steel System type Single Emissions *CARB LEV3-ULEV125 *EPA Tier 3 Bin 125 fuel Economy *City 15 mpg *Highway 21 mpg Fuel type Gasoline *Combined 18 mpg Fuel Economy (Alternate 1) *City 12 mpg *Highway 15 mpg Fuel type E85 *Combined 13 mpg Green Values *Energy Impact Score(Barrels per year) 18.3 *Carbon FP/Tailpipe and upstream total GHG (CO2, tons per year) 9.9 *Energy Impact Score(Barrels per year)__ _ _ 5.8 Driveability Brakes ABS 4-wheel ABS channels 4 Type 4-wheel disc Vented discs Front and rear Electric parking brake Yes Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 6 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) Brake Assistance Brake assist Yes Hill hold control Yes Suspension Control Ride Regular Electronic stability control Stability control with anti-roll Front Suspension Independence Independent Type Double wishbone Anti-roll bar Regular Front Spring Type Coil Grade Regular Front Shocks Type Gas-pressurized Rear Suspension Independence Rigid axle Type Leaf Rear Spring Type Leaf Grade Regular Rear Shocks Type Gas-pressurized Steering Speed-sensing Yes Activation Electric power-assist Type Rack-pinion Steering Specs #of wheels 2 Exterior Front Wheels Diameter 17" Width 7.50" Rear Wheels Diameter 17" Width 7.50" Spare Wheels Wheel material Steel Front and Rear Wheels Appearance Silver *Material Aluminum Front Tires Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 7 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) Aspect 70 Diameter 17" Sidewalls OWL Speed S Tread AT Type P Width 265mm Rear Tires Aspect 70 Diameter 17" Sidewalls OWL Speed S Tread AT Type P Width 265mm Spare Tire Mount Underbody w/crankdown Type Full-size Wheels Front track 67.6" Rear track 67.6" Turning radius 23.5' Wheelbase _ __ _ __ _ _ _ __ _ 145.0" Body Features *Front license plate bracket Yes *Running boards Yes Body material Aluminum Side impact beams Yes Active grille shutters Yes Front tow hook(s) 2 Body Doors Door count 4 Left rear passenger Reverse opening Right rear passenger Reverse opening Rear cargo Tailgate Pickup *Bed liner Spray-in Box style Regular Bed-rail protectors Yes Easy lift tailgate Yes Easy lower tailgate Yes Exterior Dimensions Length 231.9" Body width 79.9" Body height 77.2" Frame section modulus 5.Ocu.in. Frame yield strength (psi) 49300.0 Front bumper to Front axle 37.8" Safety Airbags Driver front-impact Yes Driver side-impact Seat mounted Occupancy sensor Yes Overhead Safety Canopy System curtain 1 st and 2nd row Passenger front-impact Yes Passenger side-impact Seat mounted Seatbelt Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 8 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) Rear centre 3 point Yes Height adjustable Front Pre-tensioners Front Pre-tensioners(#) 2 Security Immobilizer SecuriLock *Panic alarm Yes *Restricted driving mode_ _ __ _ __ _ __ MyKey Seating Passenger Capacity Capacity 6 Front Seats Split 40-20-40 Type Split-bench Driver Seat Fore/aft Manual Reclining Manual Way direction control 4 Passenger seat Fore/aft Manual Reclining Manual Way direction control 4 Front Head Restraint Control Manual Type Adjustable Front Armrest Centre Yes Rear Seats Descriptor Split-bench Facing Front Folding 60-40 Folding position Fold-up cushion Type Fixed Rear Head Restraints Control Manual Type Adjustable Number 3 Front Seat Trim Material Cloth Back material Cloth Rear Seat Trim Group Material Cloth Back material Carpet Convenience AC And Heat Type Air conditioning Manual Underseat ducts Yes Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 9 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) Audio System Radio AM/FM stereo Radio grade Regular Seek-scan Yes *External memory control SYNC Audio Speakers Speaker type Regular Speakers 6 Audio Controls *Steering wheel controls Yes *Voice activation Yes *Streaming audio Bluetooth yes Audio Antenna Type Fixed LCD Monitors 1st row 2 Primary monitor size(inches) 4.2 Cruise Control *cruise control With steering wheel controls Convenience Features *Retained accessory power Yes 12V DC power outlet 3 *Emergency SOS 911 Assist *Wireless phone connectivity Bluetooth *Smart device integration App link Door Lock Activation *Type Power with 2 stage unlock *Remote Keyfob (front doors) *Integrated key/remote Yes *Auto locking Yes Door Lock Type *Tailgate/rear door lock Included with power doorlocks Door Locks Extra FOB Controls *Remote engine start Smart device Only Instrumentation Type Display Analog Instrumentation Gauges Tachometer Yes Oil pressure Yes Engine temperature Yes Voltmeter Yes *Inclinometer Yes Transmission fluid temp Yes Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 10 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) Instrumentation Warnings Oil pressure Yes Engine temperature Yes Battery Yes Lights on Yes Key Yes Low fuel Yes *Lighting malfunction Yes Door ajar Yes Service interval Yes Brake fluid Yes Low tire pressure Tire specific Instrumentation Displays Clock In-radio display Compass Yes Exterior temp Yes *Systems monitor Yes *Redundant digital speedometer Yes Camera(s)- rear Yes Instrumentation Feature *Trip computer Yes Trip odometer Yes *Parking sensors Rear Forward collision Mitigation Steering Wheel Type Material Urethane Tilting Manual Telescoping Manual Front Side Windows *Window 1st row activation Power Windows Rear Side *2nd row activation Power Window Features *1-touch down Driver and passenger *1-touch up_ __ _ __ _ _Driver and passenger Tinted Light Front Windshield Wiper Variable intermittent Rear Windshield Window Fixed Interior Passenger Visor Mirror Yes Rear View Mirror Day-night Yes Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 11 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Selected Equip & Specs (cont'd) Headliner Coverage Full Material Cloth Floor Trim Coverage Full Covering Vinyl/rubber Trim Feature Gear shifter material Urethane Cabback insulator Yes Interior accents Chrome Lighting Dome light type Fade *Illuminated entry Yes Variable IP lighting Yes Storage Driver door bin Yes Front Beverage holder(s) Yes Glove box Yes Passenger door bin Yes Rear yes Yes Instrument panel Bin Dashboard Yes Rear door bins Yes Legroom Front 43.9" Rear 33.5" Headroom Front 40.8" Rear 40.3" Hip Room Front 62.5" Rear 64.7" Shoulder Room Front 66.7" Rear 65.8" Interior Volume Passenger volume 116.0 Cu.ft. Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 12 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 2425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 As Configured Vehicle Description MSRP Base Vehicle Base Vehicle Price (X1 E) $36,260.00 Packages Equipment Group 101A Mid $2,480.00 -$750.00 -Option Discount Includes: Tires:P26517OR 17 OWL A/T Cloth 40120140 Front Seat Includes 2-way manual driver/passenger adjustment and armrest. Radio:AM/FM Stereo w/6 Speakers Includes auxiliary audio inputjack(not available with SYNC). XL Power Equipment Group Power Glass Sideview Mirrors w/Black Skull Caps Includes manual-folding. Illuminated Entry MyKey Perimeter Alarm Power Door Locks Includes flip key and integrated key transmitter keyless-entry(includes Autolock). Power Tailgate Lock Power Front&Rear Windows -4.2"Productivity Screen in Instrument Cluster Includes compass. -FordPass Connect(4G) Includes 4G LTE Wi-Fi hotspot connects up to 10 devices,remotely start,lock and unlock vehicle,schedule specific times to remotely start vehicle, locate parked vehicle and check vehicle status.Note:Ford Telematics and Data Services Prep included for Fleet ONLY:FordPass Connect 4G Wi-Fi Modem provides data to support telematics and data services including but not limited to vehicle location,speed,idle time,fuel, vehicle diagnostics and maintenance alerts.Device enables telematics services through Ford or authorized providers.Activate at www.fleet.ford.com or call 833-FCS-Ford or 833-327-3673. Wi-Fi hotspot includes wireless data trial that begins upon AT&T activation and expires at the end of 3 months or when 3GB of data is used, whichever comes first,but cannot extend beyond the trial subscription period for remote features. To activate,go to www.att.com/ford. FordPass Connect(optional on select vehicles),the FordPass App.and Complimentary Connected Services are required for remote features(see FordPass Terms for details). Connected Service and features depend on compatible AT&T network availability.Evolving technology/cellular networks/vehicle capability may limit functionality and prevent operation of connected features. Connected services excludes Wi-Fi hotspot. -SYNC Includes enhanced voice recognition communications and entertainment system, 911 assist,4.2"LCD display in center stack,Applink and 1 smart charging USB port. -Cruise Control Powertrain Engine: 5.OL V8 $1,995.00 Includes auto start-stop technology and flex-fuel capability, Includes: -GVWR:7,050 lbs Payload Package Transmission: Electronic 10-Speed Automatic N/C Includes selectable drive modes:normal/tow-haul/snow-wet/EcoSelect/sport. Electronic Locking w/3.31 Axle Ratio $420.00 GVWR: 7,050 Ibs Payload Package Included Wheels & Tires Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 13 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 2425 Broadway Street NE Minneapolis Minnesota 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F2OOO67 As Configured Vehicle (cont'd) Description MSRP Tires: P265/70R17 OWL A/T Included Wheels: 17" Silver Painted Aluminum Included Seats & Seat Trim Cloth 40/20/40 Front Seat Included Includes 2-way manual driver/passenger adjustment and armrest. Other Options 145'Wheelbase STD Radio: AM/FM Stereo w/6 Speakers Included Includes auxiliary audio input jack(not available with SYNC). XL Chrome Appearance Package $775.00 -$500.00 -Option Discount Includes: Wheels:17"Silver Painted Aluminum Front&Rear Chrome Bumpers Includes body-color front fascia. Fog Lamps Class IV Trailer Hitch Receiver $150.00 Ordering the Trailer Tow Package does not include Integrated Brake Controller(67T). Integrated Brake Controller(67T) is a standalone option and must be ordered separately. Includes towing capability up to 6,000 lbs. on 3.3L V6 PFDI engine(99B)and 2.7L EcoBoost engine(99P)or up to 7,000 lbs. on 3.5L EcoBoost engine (994),3.5L EcoBoost High Output engine(99G)and 5.OL V8 engine(995),smart trailer tow connector and 4-pin/7-pin wiring harness. Engine Block Heater $90.00 Black Platform Running Boards $250.00 Monotone Paint Application STD Reverse Sensing System $275.00 Fog Lamps Included Front License Plate Bracket N/C Standard in states requiring 2 license plates, optional to all others. Tough Bed Spray-In Bedliner $595.00 Ford accessory. Fleet Options Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 14 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 As Configured Vehicle (cont'd) Description MSRP XL Power Equipment Group Included Includes: Power Glass Sideview Mirrors w/Black Skull Caps Includes manual-folding. Illuminated Entry MyKey Perimeter Alarm Power Door Locks Includes flip key and integrated key transmitter keyless-entry(includes Autolock). Power Tailgate Lock Power Front&Rear Windows ForclPass Connect(4G) Included Includes 4G LTE Wi-Fi hotspot connects up to 10 devices,remotely start,lock and unlock vehicle,schedule specific times to remotely start vehicle, locate parked vehicle and check vehicle status.Note:Ford Telematics and Data Services Prep included for Fleet ONLY:FordPass Connect 4G Wi-Fi Modem provides data to support telematics and data services including but not limited to vehicle location,speed,idle time,fuel, vehicle diagnostics and maintenance alerts.Device enables telematics services through Ford or authorized providers.Activate at www.fleet.ford.com or call 833-FCS-Ford or 833-327-3673. Wi-Fi hotspot includes wireless data trial that begins upon AT&T activation and expires at the end of 3 months or when 3GB of data is used, whichever comes first,but cannot extend beyond the trial subscription period for remote features. To activate,go to www.att.com/ford. FordPass Connect(optional on select vehicles),the FordPass App.and Complimentary Connected Services are required for remote features(see FordPass Terms for details). Connected Service and features depend on compatible AT&T network availability.Evolving technology/cellular networks/vehicle capability may limit functionality and prevent operation of connected features. Connected services excludes Wi-Fi hotspot. SYNC Included Includes enhanced voice recognition communications and entertainment system,911 assist,4.2"LCD display in center stack,Applink and 1 smart charging USB port. Front& Rear Chrome Bumpers Included Includes body-color front fascia. Cruise Control Included Interior Colors Dark Earth Gray N/C Primary Colors Oxford White N/C SUBTOTAL $42,040.00 Destination Charge $1,695.00 TOTAL $43,735.00 Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 15 Prepared by: Joshua Tenney Boyer Ford Trucks, Inc. 12425 Broadway Street NE Minneapolis Minnesota 1 08/19/2020 554131730 2020 F-150 4x4 SuperCab Styleside 6.5' box 145" WB XL (X1 E) Price Level: 40 1 Quote ID: F200067 Pricing Summary - Single Vehicle MSRP Vehicle Pricing Base Vehicle Price $36,260.00 Options &Colors $5,780.00 Upfitting $0.00 Destination Charge $1,695.00 Subtotal $43,735.00 Pre-Tax Adjustments Code Description GPC Gov't Price Concessions + Dealer Discounts -$11,000.00 TTL not include Tax, Title, License NOT Included $0.00 Subtotal $32,735.00 Sales Taxes Code Description MN 6.5% MN 6.5% Sales Tax $2,127.78 Subtotal $34,862.78 Post-Tax Adjustments Code Description MINLIC Minnesota License Fee $461.00 Doc Fee Dealer Document Fee $125.00 MN Title Fee MN Title Transfer Fee $68.00 MN Transit MN Transit Tax $20.00 Total $35,536.78 Customer Signature Acceptance Date Prices and content availability as shown are subject to change and should be treated as estimates only.Actual base vehicle,package and option pricing may vary from this estimate because of special local pricing,availability or pricing adjustments not reflected in the dealer's computer system.See salesperson for the most current information. 16 CONSENT ITEM—6C ,fi` DEN HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers David Perrault, City Administrator FROM: David Swearingen, Assistant City Engineer, Engineer in Training Todd Blomstrom, Public Works Director/City Engineer SUBJECT: 2020 CIPP Lining Project Budgeted Amount: Actual Amount: Funding Source: $0 $44,570.00 Sanitary Sewer Utility Fund There are funds available. Council Should Consider The City Council is requested to consider approval of the construction contract with Michels Corporation for the 2020 CIPP Lining Project in the amount of$44,570.00. Back2round/Discussion The annual sanitary sewer maintenance program for 2020 included condition inspections of sewers within the Arden View Drive area. Inspections identified five segments of sanitary sewer urgently needing repairs due to significant cracks or voids in the pipes. The location of the five pipe repair segments near Aden View Court and Colleen Avenue are identified on the map within Attachment B. On August 11, 2020, a solicitation package was mailed to three contractors to obtain bids for installing cured in place pipe (CIPP) lining for the five deteriorated pipe segments. A total of two bids were received on August 25, 2020 and one contractor declined the solicitation. A tabulation of the project bids is provided in Attachment A. Staff recommends awarding a contract for the lowest bid to Michels Corporation. A copy of the recommended construction contract is provided in Attachment C. The contract substantial completion date for the repairs is December 15, 2020. Page 1 of 2 Budget Impact With an estimated remaining budget of$48,000 in 602-49490-44030, Improvements Other than Buildings, and savings in other areas of the sewer operating budget, there are sufficient funds to cover the cost of sewer repairs proposed under the 2020 CIPP Lining Project in the amount of $44,570.00 and the pump repairs for Lift Station 12 currently underway in the amount of $3,840.00. Attachments Attachment A: Bid Tabulation Attachment B: Project Location Map Attachment C: Contract with Michels Corporation Page 2 of 2 0 0 a ON (dO LO y O w O L LO u' LO U) 6q On O O (n 0) N O LP O > d C09 w O O 0 O O O O O O O O 0 O V N O LO J H W 64 2 U 0 0 0 0 V 0 0 m 0 'L O ER ER ER a cm M 0 0 0 0 00 .0- 0 M r 0 O co d 0- - O T U E � N � fR 16 � ELT CU to C co Q a� o 0 0 0 c 0 0 r- 0 m •0) d LO 691 691 NN c N W c `� o M ^L LL T N � N N W V � U M J z z Q J J W F- co Q Q z z z v O U U J J LU O ~ 0- W p N M M (n Q W a0 N _ V U Z W o N J O D U M ' d z O o N z a N co N Q a o � J z 0 z 0 O N E W N M V O j _ 0 � N Document Path'.P:\PP&PMNumbered Project,\PW-20 0118 CIPP Pr ject 2020\01 f.—biliry\2020 CI PP Project Areas—d 0 0 Q7YNRIDGEQ 74) t c ♦ + 7 co LO M N 3AV 3NIIWVH Q Q a M a L QO LO Q� N �JA LO). �p a 7� Q LO co � � L Q a a a Q cCD ' O 1� LO LO a U a z W M LV � J Q Q a a IL a U � L) U � > aa > aa � � a oo LO coo c � Q Q1 N ti 00 00 N co M r � Q Q O N a c a � IL > o !Z N Q a a cn 00 x �W Attachment C AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT THIS AGREEMENT is made this 14 day of September, 2020 (hereinafter"Effective Date of the Contract") by and between the City of Arden Hills, Ramsey County, Minnesota (hereinafter "Owner") and Michels Corporation (hereinafter"Contractor'). The Owner and Contractor hereby agree as follows: ARTICLE 1 —THE WORK AND THE PROJECT 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows; Installation of cured in place pipe in sanitary sewer segments within the Arden View Ct and Collen Avenue neighborhoods_ 1.02 The Project, of which the Work under the Contract Documents is a part is generally described as follows: 2020 CIPP Project, City Project No_ PW-20-0118. ARTICLE 2—CONTRACT DOCUMENTS 2.01 The Contract Documents consist of the following: A. This Agreement B. Insurance Certificates C. Instructions to Bidders D. General Conditions E. Supplementary Conditions F_ Division 1 --General Requirements G. Division 2 -CEAM Spec 2018 Edition H. Drawings (not attached but incorporated by reference) consisting of 24 sheets with each sheet bearing the following general title: 2020 CIPP Lining Project Maps, dated August 2020. I. The following which may be delivered or issued on or after the Effective Date of the Contract and are not attached hereto: 1. Notice to Proceed 2. Work Change Directives 3, Change Orders 4. Field Orders 2.02 This instrument, together with the documents hereinabove mentioned, form the Agreement, and they are as fully a part of the Agreement as if hereto attached or herein repeated. 2.03 The Contract Documents may only be amended, modified, or supplemented as provided in the General Conditions and Supplemental Conditions_ ARTICLE 3—CONTRACT TIMES 1.01 Contract Times: The Work will be substantially completed on or before December 15,2020, and completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before May 29, 2021. Substantial Completion Date shall be defined as the completion of all items with the exception of restoration of vegetated areas. 1.02 All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 1.03 Liquidated Damages: Contractor and Owner recognize that time is of the essence as stated above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the times specified in Paragraph 3.01 above, plus any extensions thereof allowed in accordance with the Contract. The parties also recognize that delays, expense, and 2020 CIPP PROJECT AGREEMENT PW-20-0118 1 of 5 difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay, but not as a penalty; A. Substantial Completion: Contractor shall pay Owner$200.00 for each day that expires after the time specified in Paragraph 3.01 above for Substantial Completion until the Work is substantially complete, as duly adjusted pursuant to the Contract. B. Completion of Remaining Work: After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Time for completion and readiness for final payment, as duly adjusted pursuant to the Contract, Contractor shall pay Owner$300.00 for each day that expires after such time until the Work is completed and ready for final payment. C. Liquidated damages for failing to timely attain Substantial Completion and final completion are not additive and will not be imposed concurrently. ARTICLE 4—CONTRACT PRICES 4.01 The Owner shall pay the Contractor for the performance of this Agreement according to the schedule of approximate quantities and unit prices as set out in the Contract Documents submitted by the Contractor on August 25, 2020, the aggregate of which is estimated to be$44,570.00. 4.02 The Contract shall include Schedule A items as provided on the Proposal Form. 4.03 Payment is based an amount equal to the sum of the extended prices, established for each separately identified item of Unit Price Work by multiplying the unit price times the actual quantity of that item completed and accepted by the Engineer. 4.04 The extended prices for Unit Price Work set forth as of the Effective Date of the Contract are based on estimated quantities. As provided in Paragraph 13.03 of the General Conditions, estimated quantities are not guaranteed, and determination of actual quantities and classifications are to be made by the Engineer. ARTICLE 5—PAYMENT PROCEDURES 5.01 Progress Payments: Owner shall make progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment on or about the 10t" day of each month during performance of the Work as provided in Paragraph 5.02 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed)or, in the event there is no Schedule of Values, as provided elsewhere in the Contract. 5.02 Retainage: Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract. A. Ninety five(95) percent of Work completed (with the balance being retainage). If the Work has been 50 percent completed as determined by Engineer, and if the character and progress of the Work has been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, there will be no additional retainage; and B. Fifty (50) percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage). 5.03 Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 100 percent of the Work completed, less such amounts set-off by Owner pursuant to Paragraph 15.01E of the General Conditions, and less 200 percent of Engineer's estimate of the value of Work to be completed or corrected as shown on the punch list of items to be completed or corrected prior to final payment. 2020 C1PP PROJECT AGREEMENT PW-20-0118 2 of 5 5.04 Final Payment: Upon final completion and acceptance of the Work in accordance with Paragraph 15.06 of the General Conditions, Owner shall pay the remainder of the Contract Prices as recommended by Engineer as provided in said Paragraph 15.06. ARTICLE 6—CONTRACTOR'S REPRESENTATIONS 6.01 In order to induce the Owner to enter into this Contract, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents, and any data and reference identified in the Contract Documents. B. Contractor has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all laws and regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Contract Documents, and reports relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Contract Documents. E. Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the site-related reports identified in the Contract Documents, with respect to the effect of such information, observation, and documents on (1) the cost, progress and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by the Contractor;and (3) Contractor's safety precautions and programs. F. Based on the information and observations referred to in the preceding paragraph, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. ARTICLE 7—MISCELLANEOUS 7.01 Terms: Terms used in the Agreement will have the meanings stated in the General Conditions and Supplementary Conditions. 7.02 Assignment of Contract: Unless expressly agreed to elsewhere in the Contract, no assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, money that may become due and money that is due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically 2020 CIPP PROJECT AGREEMENT PW-20-0118 3 of 5 stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 7.03 Successors and Assigns: Owner and Contractor each binds itself, its successors, assigns, and legal representatives to the other party hereto, its successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations in the Contact Documents. 7.04 Severability: Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 7.05 Contractor's Certifications A. The provisions of Minn. Stat. 16C.285 Responsible Contractor are imposed as a requirement of this Contract. This Contract may be terminated by the Owner at any time upon discovery by the Owner that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in the Statute. B. The provisions of Minn. Stat. 471.425, subdivision 4a regarding payments to subcontractors are imposed as a requirement of this Contract. REMAINDER OF THIS PAGE IS BLANK 2020 CIPP PROJECT AGREEMENT PW-20-0118 4 of 5 IN WITNESS WHEREOF, Owner and Contractor have caused this instrument to be executed in duplicate as of the Effective Date of the Contract. OWNER: CONTRACTOR: Ci of Arden Hills Michels Pipe Services:a division of Michels Corporation By: By: ndU QLai�k Title: Mayor Title: Business Operations_Manaoer Attest: Attest: 4 Title: City Clerk Title: Contracts&Admin Coordinator Address for Giving Notices: Address for Giving Notices: City of Arden Hills Michels Pipe Services:a division of Michels Co oration Attention: Public Works Director Attention: Genette Zubrod 1245 West Highway 96 817 Main Street Arden Hills, MN 55112 _ Brownsville, WI 53006 2020 CIPP PROJECT AGREEMENT PW-20-0118 5 of 5 CONSENT ITEM— 6D ,- iRZEN HILLS MEMORANDUM DATE: September 14th, 2020 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Joe Hartmann, Associate Planner Mike Mrosla, City Planner/Community Development Manager SUBJECT: Denial Findings of Fact and Decision Regarding Application of William Tourdot and Jennifer Granick for a Variance at Property 1741 Venus Avenue (Planning Case 20-004) Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motion to adopt Resolution 2020-041 for the Findings of Fact and Decision Regarding Application of William Tourdot and Jennifer Granick for a Variance at Property 1741 Venus Avenue in Planning Case 20-004. Background On August 10, 2020, the City Council considered the application of William Tourdot and Jennifer Granick for a Variance to construct a front yard deck at 1741 Venus Avenue (Planning Case 20- 004). The application for the proposed Variance received two (2) votes in favor (where State law requires three affirmative votes), and consequently Variance was denied because it was not consistent with the general purposes and intent of the zoning ordinance. The City Council directed the City Attorney to prepare formal findings for review and approval by the Council at a future regular meeting. The City Attorney has completed the Findings of Fact and Decision document, which is included in Attachment A. Attachments A. Resolution 2020-041 -Findings of Fact and Decision Regarding Planning Case 20-004 City ofArden Hills City Council Meeting for September 14, 2020 P:IPlannin&lanning Cases 12020120-0041741 Venus AvenueTourdotVariancelCCPacket Page 1 of 1 Attachment A CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2020-041 RESOLUTION DENYING A VARIANCE FOR THE SUBJECT PROPERTY 1741 VENUS AVENUE WHEREAS, City Staff received a land use application for a variance request to build a larger replacement deck and walkway on a single family detached dwelling in the R-1 district at 1741 Venus Avenue ("Subject Property"); WHEREAS, the Subject Property is a non-conforming lot that does not meet the R-1 district standards for minimum lot width and area requirements; WHEREAS, a variance may be granted when it is in harmony with the general purposes and intent of the zoning ordinance if enforcement of a provision in the ordinance would cause the landowner practical difficulties; WHEREAS, the City Council directed Staff to prepare a Land Use Application Public Policy Notification to notify all property owners within 500 feet of Subject Property when a request for the Planning Commission is to occur related to a land use application that does not require a public hearing; WHEREAS, the City's obligation has been met where the Arden Hills Planning Commission duly held a hearing on May 6th, 2020. All persons present at said meeting were given an opportunity to be heard and present written statements; WHEREAS the Planning Commission considered the recommendation of the City Staff that this request be approved and, as such voted 4-2 in favor of the request; WHEREAS the City Council considered the recommendation of the Planning Commission on May 26th, 2020 and voted to table the request for a front yard deck variance to allow the Applicants to revise their request in favor of a covered porch; and WHEREAS the City Council reviewed the revised variance request for an enlarged deck replacement at their August loth, 2020 meeting and determined that the variance request was not justified by the findings of fact provided; To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF ARDEN HILLS: Hereby adopts Resolution 2020-041 denying Planning Case 20-004 for a variance request at the Subject Property 1741 Venus Avenue to build a larger replacement deck and walkway structure in the front of the house. BE IT FURTHER RESOLVED that City Council denies Planning Case 20-004 for a variance request at the Subject Property 1741 Venus Avenue, based on the findings of fact and the submitted plans in the August 10, 2020 Report to the City Council: 1. The proposed deck would alter the essential character of the neighborhood given that no other front yard decks are located within the community. 2. The plight of the property owner is due to the landowner's desire for a seven (7) foot wide replacement deck. 3. The property owners can use the property in a reasonable manner with an expanded six (6)foot wide deck replacement that would not require flexibility of the code. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 14th DAY OF SEPTEMBER, 2020. David Grant, Mayor Attest: Julie Hanson, City Clerk To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. CONSENT ITEM—6E lt - `iREN�HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Mike Mrosla, Community Development Manager/City Planner SUBJECT: Planning Case #20-005 Applicant: Bethel University Property Location: 2 Pine Tree Drive Request: Development Agreement Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider the Following Motion to approve the Development Agreement with Bethel University, based on the City Council approval of Planning Case 20-005 on June 22, 2020. Background On June 22, 2020, the City Council approved Planning Case 20-005 for a Master Planned Unit Development, Preliminary and Final Plat at 2 Pine Tree Drive (Bethels Anderson Center). Bethel University received approvals to subdivide the existing property into three (3) lots of record (one (1)lot of record for the existing building and parking lot, and two (2) new lots on the north side of the property. A Master and Final PUD Agreement is required to be signed between the City and the developer before the issuance of development permits. The City Attorney has prepared the Agreement and the document has been reviewed by the developer (Attachment A). The Development Agreement is very basic as no vertical development is proposed and the only improvement requested is the relocation of the existing driveway to the north as previously approved. Budget Impact: NA Attachments A. Development Agreement with Bethel University City ofArden Hills City Council Meeting for September 14, 2020 P:TlanningTlanning Cases1202W20-005Anderson Center Subdivision MPUD, PP, FP Page 1 of 1 Attachment A reserved for recording information DEVELOPMENT CONTRACT and PLANNED UNIT DEVELOPMENT AGREEMENT (Developer Installed Improvements) 2 PINE TREE NORTH (PC 20-005) THIS DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Agreement")is dated , 20 ,by and between the CITY OF ARDEN HILLS, a Minnesota municipal corporation("City"),and BETHEL UNIVERISTY, a Minnesota nonprofit corporation(the "Developer"). 1. REQUEST FOR APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development for 2 PINE TREE NORTH(referred to in this Contract as the "plat"or "Development"). The land is situated in the County of Ramsey, State of Minnesota,and is legally described as set forth on Exhibit A hereto("Subject Property"). The Subject Property is located within the B-2 General Business District. 2. CONDITIONS OF APPROVAL. A. The City hereby approves the plat on condition that the Developer enter into this Agreement,furnish the security required by it,and record the plat and this Agreement with the County Recorder or Registrar of Titles within ninety(90)days after the City Council approves the Development. 1 211449v2 B. The City hereby grants approval to the Development(identified as Plans TO through L1.3 in paragraph 7 of this Agreement);as adopted on June 22,2020,and compliance with the terms and conditions of this Agreement and all other City requirements which are in effect. The specific conditions, requirements,and terms of approval are as set forth in City motion adopted by the Arden Hills City Council on the 22nd day of June, 2020. C. Any significant changes to the plans as submitted by the Developer, shall require review and approval by the City Council. 3. RIGHT TO PROCEED. Within the plat or subject property,the Developer may not grade or otherwise disturb the earth,remove trees,construct sewer lines,water lines, streets,utilities,public or private improvements,or any buildings until all the following conditions have been satisfied: 1)this Agreement has been fully executed by both parties and filed with the City Clerk,2)the necessary security has been received by the City, 3)the plat,if any,and this Agreement have been recorded with the Ramsey County Recorder's/Registrar's Office within sixty(60)days of City Council approval,and 4)the City's Administrator has issued a letter that the Developer may proceed. If the plat or development agreement are not recorded within sixty(60)days of City Council approval,the approval shall be considered void. 4. PHASED DEVELOPMENT. This plat is the initial phase of the proposed development of the two newly created lots. The City may refuse to approve final plats of subsequent phases if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent lots may not proceed until the City approves Development Agreements for those lots. Except as otherwise noted herein, charges and fees referred to in this Agreement are not being imposed on outlots,if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into developable lots and blocks. Standard City development fees and charges will be imposed on the subsequent developments as a condition of their approval. 5. PRELIMINARY PLAT STATUS. Not Applicable. 2 211449v2 6. CHANGES IN OFFICIAL CONTROLS. Not Applicable. 7. DEVELOPMENT PLANS. The plat or property shall be developed in accordance with the following draft plans("Plans")dated July 27,2020,city plan review comments provided on August 27, 2020,and subsequent city plan review comments prior to approval. The Plans shall not be attached to this Agreement. The Plans may be prepared, subject to City approval,after entering the Agreement,but before commencement of any work in the plat or on the property. The erosion control plan may also be approved by the Ramsey County Soil and Water Conservation District. If the Plans vary from the written terms of this Agreement,the approved plans shall control. Site grading and construction of street and utility improvements shall not commence prior to City approval of final plans. The Plans are: TO —Title Sheet and Notes Sheet 1 - Site Survey CLO— Selective Site Demolition and Erosion Control Plan C2.0 -Grading, Drainage, and Erosion Control C3.0—Utility Plan C4.0—Paving and Geometric Plan C5.0— Civil Details C5.1 — Civil Details C5.2 -Civil Details C6.0— Stormwater Pollution Prevention Plan L1.1 -Tree Preservation Plan L1.2 -Tree Mitigation Plan L1.3 —Landscape Details &Notes 8. IMPROVEMENTS. The Developer shall install and pay for the following as required to be built within the project as private improvements in accordance with the approved Plans: A. Sanitary Sewer System B. Water System C. Storm Sewer System 3 211449v2 D. Parking Lots E. Streets and Driveways F. Concrete Curb and Gutter G. Street lights H. Site Grading and Erosion Control I. Landscaping J. Underground Utilities K. Setting of Iron Monuments L. Surveying and Staking M. Sidewalks and Trails The improvements shall be installed in accordance with the City Code. The Developer will not use power equipment between the hours of 7 o'clock p.m. and 7 o'clock a.m. The Developer shall submit plans and specifications for permit which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer which approval shall be provided on the condition that such submittals comply with the Plans and this Agreement. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control. In addition,the City may,at the City's discretion and at the Developer's expense,have one or more City inspectors and a soil engineer inspect the work as the City may reasonably determine. The Developer,its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer's engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor.The Developer or his engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned,including the City staff,to review the program for the construction work. Developer will install sidewalks just prior to the installation of the final lift of asphalt. 9. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Agreement,the improvements shall become private street and utility infrastructure owned and maintained by the Developer,with the exception of the 12-inch diameter water main gate valve adjacent to the wet tap and street patching within Pine Tree Drive. 4 211449v2 10. WARRANTY. The Developer warrants all public improvements required to be constructed by it pursuant to this Agreement for a period of twenty-four(24)months from the date of acceptance by the City against poor material and faulty workmanship,including repairs to public streets associated with street and utility improvements. All trees and shrubs shall be warranted to be alive,of good quality,and disease free for twenty-four(24)months after planting. Any replacements shall be warranted for twenty-four(24)months from the time of planting. 11. SURVEY MONUMENTS. In accordance with Minnesota Statutes 505.021 and Arden Hills City Code Section 1140.01 the placement of survey monuments shall be installed at all block corners, angle points,points of curves in streets,and at intermediate points as shown on the Final Plat. Pipes and steel rods shall be placed at the corners of each lot. All survey monuments must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to the following to the extent required: • MnDot for State Highway Access or Drainage • Minnesota Department of Health for Watermains • MPCA for Storm Water Issues, Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Arden Hills for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows,it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public and private improvements as contemplated by Section 7 and 8 and the approved Plans by November 1, 2021. 5 211449v2 The Developer may,however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement must have the written approval of the City Engineer,and may be delayed or scheduled at any time of the year based upon existing site conditions at the discretion of the City Engineer. 15. LICENSE. The Developer hereby grants the City,its agents,employees,officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. STORMWATER AND EROSION CONTROL. The Developer shall provide for the operation,maintenance and dedication of easements for proposed drainage facility improvements in accordance with the executed Stormwater Facilities Operation, Maintenance and Easement Agreement as provided in Exhibit B. Prior to initiating site grading,the erosion control plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if reasonably required.All areas disturbed by the excavation and backfilling operations shall be reseeded within five (5)days after the completion of the work,weather permitting,or in an area that is inactive for more than ten(10)days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible.All seeded areas shall be maintained as necessary for seed retention.The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City,the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action,but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten(10)days,the City may draw down the letter of credit to pay any costs.No development, 6 211449v2 street or utility construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. 17. GRADING PLAN. The plat shall be graded in accordance with the approved grading development and erosion control plan. The plan shall conform to City of Arden Hills specifications. Within thirty(30)days after completion of the grading and before the City approves individual building permits the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches for public drainage have been constructed on public easements or land owned by the City. Notwithstanding the foregoing,the City may issue building permits to the Developer,prior to completion of all grading,provided the City Engineer has determined that adequate erosion control measures are in place. The "as constructed"plan shall include field verified elevations of the following: a)cross sections of ponds;b)location and elevations along all swales, wetlands,wetland mitigation areas if any,ditches,locations and dimensions of borrow areas/stockpiles,and installed"conservation area"posts;and c)lot corner elevations. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, subcontractors,their agents or assigns. Prior to any construction in the plat,the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning,and street sweeping. 19. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay a fee for engineering administration. City engineering administration will include monitoring of construction observation,consultation with Developer and his engineer on status or problems regarding the project,coordination for final inspection and acceptance, project monitoring during the warranty period,and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates. Developer will provide a$2,800 escrow,which is separate and in addition to any other escrow funds for this developer/development. The Developer shall pay for 7 211449v2 construction observation performed by the City's consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and will be billed on standard hourly rates. 20. CLAIMS. In the event that the City receives claims from labor,material,or others that work required by this Agreement has been performed,the sums due them have not been paid,and the laborers,material,or others are seeking payment from the City,the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22,Minnesota Rules of Civil Procedure for the District Courts,to draw upon the letters of credit in an amount up to 125 percent of the claim(s)and deposit the funds in compliance with the Rule,and upon such deposit,the Developer shall release,discharge,and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court,except that the Court shall retain jurisdiction to determine attorneys'fees pursuant to this Agreement. 21. SANITARY SEWER AND WATER MAIN.As a condition of approval, the proposed extensions of the water main and sanitary sewer constructed within Lot 1, Lot 2 and Outlot A shall be private utility services. The Developer shall provide private access easements over these utilities to the benefit of the three lots. Public utility easements will not be required over the private water and sanitary sewer utilities within the site. 22. WATER TRUNK CHARGE.Not Applicable. Charges required for Lots 1 and 2 will be determined by the City at the time of future development and will be memorialized in development agreements for those lots. 23. SANTIARY SEWER CHARGE. Not applicable. Charges required for Lots 1 and 2 will be determined by the City at the time of future development and will be memorialized in development agreements for those lots. 24. TRAFFIC CONTROL SIGNS, STREET LIGHT AND STREET MAINTENANCE COSTS. Not Applicable. 8 211449v2 25. PARK DEDICATION. Park dedication required for Lots 1 and 2 will be determined by the City at the time of future development and will be memorialized in development agreements for those lots. 26. LANDSCAPING. Not Applicable. 27. TREE PRESERVATION. Not Applicable. 28. SPECIAL PROVISIONS. The following special provisions shall apply to the development: A. Implementation of the recommendations listed in City Council approval on the 22 d Day of June,2020. B. Implementation of all items and recommendations identified in the May 27,2020 Engineering Division memorandum. C. Developer shall have prepared,in accordance with the City standards,and provide to City staff for review prior to the development of Lot 1 and Lot 2,a traffic impact analysis. D. The Developer shall post a$4,500 security for the final placement of interior subdivision survey monuments at property corners and the placement of all monument. The security will be held by the City until the Developer's land surveyor certifies that all survey monuments have been set. E. The Developer shall pay the cost for the preparation of record construction drawings and City base map upgrading by the City Engineer as part of the Administrative/Engineering Fee. F. The Developer is required to submit the final plat in electronic format. The electronic format shall be Auto CAD file. G. The Developer must obtain a sign permit from the City prior to installation of any signs for the development. H. As a condition of approval,the Developer will add three (3)public drainage and utility easements,which public easements will be determined by the City at the time Lot 1 and Lot 2 are developed. 9 211449v2 I. As a condition of approval,all required improvements,including sewer,water, utilities and driveway connections to Pine Tree Drive will be constructed in accordance with the City's subdivision code. J. As a condition of approval,the Developer shall construct a six(6')foot wide sidewalk along the realigned section of the private driveway extending from Pine Tree Drive to Lot 3. K. As a condition of approval,the Developer shall construct a six(6')foot wide sidewalk along the west side of Pine Tree Drive from Outlot A to the north boundary of"Exception Parcel C"upon the development of Lot 2 or relocation of the private driveway. L. As a condition of approval,all trails currently located on Lot 3, Block 1, shall remain open to the public. M. Prior to release of the final plat,the property owner of Lot 1, Block 1, shall submit a maintenance plan for the existing trails on Lot 1, Block 1,unless the City and owner of Lot 1, Block 1 have entered into a written agreement establishing different requirements. N. As a condition of approval,the Developer shall provide a maintenance agreement for Outlot A to be recorded upon the property. All maintenance responsibilities,including,but not limited to,plowing,mowing and repairs to the street pavement, street lights, drainage and utilities for Outlot A shall be completed by the owner of Lot 3, Block 1,unless a separate maintenance agreement has been entered into between the Developer and the owner of Lot 3, Block 1. O. As a condition of approval,the Developer shall provide a cross access agreement for Outlot A to be recorded upon the property for the purpose of establishing vehicular and pedestrian access to Pine Tree Drive for Lot 1, Lot 2 and Lot 3. 29. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement,payment of the costs of all improvements,and construction of all public and private improvements,the Developer shall furnish the City with a letter of credit,in the form attached hereto,from a bank("security")for$818,125.00. The amount of the security includes all of the security requirements set forth in the preceding sections of this Agreement,and was calculated as follows: 10 211449v2 CONSTRUCTION COSTS: Storm Sewer/Drain tile $100,000.00 Erosion Control/Grading Certification $250,000.00 Streets $225,500.00 Sidewalk $75,000.00 CONSTRUCTION SUB-TOTAL $650,000.00 OTHER COSTS: Lot Corners/Survey Monuments $4,500.00 OTHER COSTS SUB-TOTAL $4,500.00 TOTAL SECURITIES: $654,500.00 GRAND TOTAL SECURITIES (125%) $818,125.00 This breakdown is for historical reference;it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending November 30, 2021. Individual security instruments may be for shorter terms provided they are replaced at least thirty(30) days prior to their expiration. The City may draw down the security,upon five (5)business days prior written notice to Developer,for any violation of the terms of this Agreement.Amounts drawn shall not exceed the amounts necessary to cure to the default. If the security is drawn down,the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied in accordance with approved plans,the security shall be reduced from time to time by ninety percent(90%)of the financial obligations that have been satisfied.Ten percent(10%)of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed and all financial obligations to the City satisfied. The City standard specifications for utilities and street construction outline procedures for security reductions. 30. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Agreement which must be furnished to the City at the time of final plat approval and execution of this Agreement by the City: 11 211449v2 Engineering, City Administration Legal Expenses (Section 19) escrow $1000.00 Engineering Fee (section 19) Escrow $2,800.00 Total Cash Requirements $3,800.00 The City is implementing a pass through billing process. The $3,800.00 escrow will be held and all bills will be forwarded for immediate payment. If payments are not made in a timely fashion,the project will stop until payments are made. If said fees are less than estimated,the City shall reimburse the Developer within thirty(30) days of receipt of final invoices. 31. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein,the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat,including but not limited to Soil and Water Conservation District charges,legal,planning,engineering and inspection expenses incurred in connection with approval and acceptance of the plat,the preparation of this Agreement,review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall reimburse the City for reasonable costs incurred in the enforcement of this Agreement,including engineering and attorneys'fees. C. The Developer shall pay,or cause to be paid when due,and in any event before any penalty is attached,all special assessments referred to in this Agreement. This is an obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots,the entire plat or property,or any part of it. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty(30)days after receipt. If the bills are not paid on time,the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty(30) days shall accrue interest at the rate of eighteen percent(18%)per year. 12 211449v2 E. In addition to the charges herein and special assessments referred to herein,other charges as required by City ordinance may be imposed such as,but not limited to, sewer access charges ("SAC"),water access charges, and building permit fees. 32. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder,the City may,at its option,perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City,provided the Developer,except in an emergency as determined by the City,is first given notice of the work in default,not less than forty-eight (48)hours in advance. This Agreement is a license for the City to act,and it shall not be necessary for the City to seek a Court order for permission to enter the land.When the City does any such work,the City may,in addition to its other remedies,assess the cost in whole or in part. 33. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city,county, state,and federal laws and regulations,including but not limited to, subdivision ordinances,zoning ordinances,and environmental regulations. If the City determines that the plat does not comply,the City may,at its option,refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand,the Developer shall cease work until there is compliance. B. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City,its successors and assigns,that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Agreement,in the form attached hereto,from all parties who have an interest in the Subject Property;that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. Any transfer of an ownership interest in the Subject Property is an assignment of the rights and obligations herein to the subsequent owner. C. Third parties shall have no recourse against the City or Developer under this Agreement. 13 211449v2 D. If any portion, section, subsection, sentence,clause,paragraph,or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. E. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding,amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council.The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. F. Developer will hold the City and its officers, agents, and employees harmless from claims made by third parties, including but not limited to other property owners,tenants, contractors, subcontractors, and materialmen, for damages sustained, costs incurred, or injuries resulting from approval of this Planned Unit Development and the development of the Subject Property unless such claims are caused by the City's negligent, reckless or willful misconduct. The Developer will indemnify the City and its officers, agents,and employees for all costs, damages, or expenses, including reasonable engineering and attorney's fees,which the City may pay or incur in consequence of such claims, except if caused by City negligence, reckless or willful misconduct. G. In addition to all legal or equitable remedies,breach of any material term of this Agreement by the Developer shall be grounds for denial of building permits, including lots sold to third parties,and Certificates of Occupancy. H. Each right,power or remedy herein conferred upon the City is cumulative and in addition to every other right,power or remedy,express or implied,now or hereafter arising,available to City,at law or in equity,or under any other agreement,and each and every right,power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right,power or remedy. I. Developer shall take out and maintain or cause to be taken out and maintained until six(6)months after the City has accepted the public improvements,commercial general liability and 14 211449v2 property damage insurance covering personal injury,including death,and claims for property damage which may arise out of Developer's work or the work of its contractors or by one directly or indirectly employed by any of them. The insurance may be provided by a single policy or multiple policies including excess of or umbrella policies and shall have limits for bodily injury and death not less than $1,000,000 for one person and$2,000,000 for each occurrence;limits for property damage shall be not less than $1,000,000 for each occurrence;or a combination single limit policy of$2,000,000 or more. The City shall be named as an additional insured on the policies,and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat or issuing any permits. The certificate shall provide that the City must be given advance written notice of the cancellation of the insurance. J. If building permits are issued prior to the acceptance of public improvements,the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City,Developer,its contractors, subcontractors,material men,employees,agents,or third parties.No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with at least one lift of bituminous surface and the utilities are accepted by the City Engineer in writing. K. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right,power or remedy,express or implied,now or hereafter arising,available to City, at law or in equity,or under any other agreement,and each and every right,power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. L. The Developer will pay in full all invoices submitted to it by the City within sixty (60) days after receipt which reasonably evidence those costs incurred in the drafting, enforcement and supervision of this Agreement, including reasonable engineering,planning, and attorney's fees. If the invoices are not paid on time,the City may halt all development work until the invoices are paid in full. 15 211449v2 Invoices not paid within sixty(60) days shall be subject to an eight percent(8%)per annum interest charge. M. Developer shall be responsible for all snow removal from sidewalks on vacant lots to the extent that City Ordinance requires snow removal from sidewalks on constructed homes. Developer shall be responsible for ensuring that all vacant lots comply with the City's Code regarding nuisances. N. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction,a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications.All retaining walls the development plans,or special conditions referred to in this Agreement required to be constructed shall be constructed before any Certificate of Occupancy is issued for a lot on which a retaining wall is required to be built. 34. SUCCESSORS AND ASSIGNS. The Developer may not assign this Agreement without the written permission of the City Council. This Development Contract shall be binding upon and inure to the benefit of the parties and their respected successors and assigns, including without limitation, any and all future and present owners,tenants, occupants, licensee,mortgagee and any other parties with any interest in the Property. Should the Developer convey any lot or lots in the Plat to a third party,the city and the owner of that lot or those lots may amend the Development or this Development Contract, with City approval, or use of those lots without the approval or consent of the other lot owners within the Plat. Private agreements between the owners of lots within the Plat for shared service or access and related matters necessary for the efficient use of the Property shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner. 35. COUNTERPARTS. This Development Contract may be executed in any number of counterparts, each of which shall be an original,but all of which together shall constitute one instrument. 16 211449v2 36. NOTICES. Required notices to the Developer shall be in writing,and shall be either hand delivered to the Developer,its employees or agents,or mailed to the Developer by certified mail at the following address: Bethel University Attention: 3900 Bethel Drive St. Paul, MN 55112. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: City of Arden Hills Attention: City Administrator 1245 West Highway 96 Arden Hills,MN 55112. [Remainder of page intentionally left blank. Signatures on the following pages.] 17 211449v2 CITY: CITY OF ARDEN HILLS By: David Grant,Mayor (SEAL) By: David Perrault, City Administrator STATE OF MINNESOTA ) (ss. COUNTY OF RAMSEY ) The foregoing instrument was acknowledged before me this day of 2020,by David Grant and David Perrault, respectively,the Mayor and City Administrator of the City of Arden Hills, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 18 211449v2 DEVELOPER: BETHEL UNIVERSITY By: Its STATE OF MINNESOTA ) (ss. COUNTY OF RAMSEY ) The foregoing instrument was acknowledged before me this day of 2020,by the of Bethel University, a Minnesota nonprofit corporation, on its behalf. Notary Public DRAFTED BY: CAMPBELL,KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan,Minnesota 55121 Telephone: (651)452-5000 JJJ 19 211449v2 EXHIBIT "A" TO DEVELOPMENT CONTRACT and PLANNED UNIT DEVELOPMENT AGREEMENT 2 PINE TREE NORTH 2 Pine Tree Drive—PID# 343-023-130-003 That part of the Southwest Quarter of Northeast Quarter of Section 34,lying northerly of the following described line: Beginning in East line of State Trunk Highway 51 and a point 93.62 feet north of Northwest corner of Lot 4, Block 13, Josephine Hills No. 3;thence N 76' 32' 09"E, 141.48 feet;thence N 38' 32' 09"E, 144.46 feet;thence N 84' 07' 03"E, 165.87 feet;thence S 49'28' 46"E, 153.91 feet,thence North 75 degrees 49 minutes 18 seconds East 659.72 feet,more or less;to the East line of said Southwest quarter of the Northeast quarter, and there terminating. Subject to that part thereof taken for highway purposes by the State of Minnesota and filed of record. 12 Pine Tree Drive—PID# 343-023-120-004 Section 34, Township 30, Range 23 except the North 343 feet and except the East 70 feet lying north of south 1395.75 feet of west half, of Northeast Quarter of the Northwest Quarter of Northeast Quarter (Subject to road and easements)in section 34, Ramsey County, Minnesota. 20 211449v2 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT , a fee owner(s) of all or part of the Subject Property,the development of which is governed by the foregoing Development Contract, affirm(s) and consent(s)to the provisions thereof and agree(s)to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of , 20 By: Its STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20 ,by the of a on behalf of the Notary Public DRAFTED BY: CAMPBELL,KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan,Minnesota 55121 Telephone: (651)452-5000 JJJ 211449v2 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property,the development of which is governed by the foregoing Development Contract,which mortgage is dated and recorded with the Ramsey County Recorder/Registrar as document number agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 2 STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2 by Notary Public DRAFTED BY: CAMPBELL,KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan,Minnesota 55121 Telephone: (651)452-5000 JJJ 211449v2 PUBLIC HEARING— 8A ,-iIZEN HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Todd Blomstrom, Public Works Director/City Engineer SUBJECT: Improvement Public Hearing for the 2021 PMP Street and Utility Improvement Project Budgeted Amount: Actual Amount: Funding Source: $3,807,000 $3,806,519 PIR, Water, Sanitary Sewer, Surface (2021-2025 draft CIP) (anticipated) Water, Special Assessments Council Should Consider The City Council is requested to conduct an improvement public hearing for the proposed 2021 PMP Street and Utility Improvement project in accordance with City Council Resolution 2020- 029. The City Council will be requested to make a formal decision regarding ordering the specific improvements and ordering project plans and specifications under Agenda Item 9A. Back2round/Dis cuss ion On July 27, 2020 the City Council adopted Resolution 2020-029 receiving the feasibility report and calling for a public hearing on September 14, 2020 to consider proposed improvements for the 2021 Pavement Management Program (PMP) Street and Utility Improvement Project. A copy of the feasibility study report is provided in Attachment B. Projects involving special assessments generally require two public hearings commonly known as an improvement hearing and an assessment hearing. The subject hearing for September 14 is the first improvement hearing. The purpose of the improvement hearing is for the City Council to discuss a specific local improvement before ordering it done. The second assessment hearing would be scheduled for early spring next year to provide property owners an opportunity to express concerns about the actual special assessments. Page 1 of 2 At the improvement hearing, interested persons may voice their opinion regarding the proposed project improvements and whether or not they are in the proposed assessment area. A reasonable estimate of the total amount to be assessed and the description of the methodology used to calculate individual assessment for affected parcels is contained within the feasibility report, a copy of which is available for review on the City's website. Pursuant to Minnesota Statutes, Chapter 429, notices of the public hearing were published in the Pioneer Press on August 31, 2020 and September 7, 2020. A notice was also mailed to each property within the feasibility study area on August 28, 2020. Prior to opening the hearing, City staff will present general information regarding the scope of the recommended improvements, the overall cost and funding for the project, and assessments that apply for this project. The proposed improvements are generally summarized below and described in greater detail within the feasibility study report provided in Attachment B. Street Improvements: The following streets are proposed for reconstruction: Jerrold Avenue from New Brighton Road to 335 feet west of Prior Avenue; Glenpaul Avenue from New Brighton Road to Cleveland Avenue; and Prior Avenue from County Road D to 155-feet north of Jerrold Avenue. Reconstruction involves fully rebuilding the road base and surface and the addition of curb and gutter along the length of the street. The following streets are proposed to be reclaimed: Edgewater Avenue from New Brighton Road to west cul-de-sac, and Jerrold Avenue from 335 feet west of Prior Avenue to west cul-de-sac. Reclamation involves pulverizing the existing bituminous surface and recycling the material to be used as an aggregate base prior to installing a new bituminous surface. These street segments currently have concrete curb and gutter. The project includes spot repairs for damaged curb. The feasibility study also investigated potential street improvements along Lake Valentine Road from Snelling Avenue North (CSAH 76) to Mounds View High School and recommends these street improvements be rescheduled for the year 2028. The City's Public Works Department would complete routine surface repairs to address pavement condition issues along Lake Valentine Road during the interim period. Storm Drainage Improvements: Storm drainage improvements involve rehabilitation and expansion of the existing storm sewer system within the project area to improve surface drainage. Project design will include stormwater best management practices as required under Rule C of the Rice Creek Watershed District. Water System Improvements: Existing water main along Edgewood Avenue and the west portion of Jerrold Avenue is proposed to remain in-place. These segments of water main do not have a history of water main breaks based on City records. Water main along the east portion of Jerrold Avenue and the full length of Glenpaul Avenue is recommended to be replaced with the project, including gate valves, fittings, hydrants, water services and curb stops. Page 2 of 4 Sanitary Sewer System Improvements: Proposed sanitary sewer improvements include salvaging and resetting manhole castings, minor manhole repairs, replacement of one manhole structure on Glenpaul Avenue, and repairs to sanitary sewer services at 19 locations within the Hazelnut Park neighborhood. Proposed improvements also include installing a cured in place pipe (CIPP) liner within the 18-inch and 21- inch diameter sanitary sewer along Prior Avenue and Hazelnut Park, and potential lining of the 6- inch diameter force main within Glenpaul Avenue. Budget Impact The estimated total project costs for the proposed improvements as recommended in the feasibility report are provided in the following table and total $3,806,519. Estimated Estimated Improvement Reclamation Area Reconstruction Area Cost Cost Street Improvements $346,170 $1,666,453 Sanitary Sewer Improvements $18,675 $518,100 Water Main Improvements - $679,959 Storm Sewer&Drainage Improvements - $577,162 Total Estimated Project Cost by Area $364,845 $3,441,674 Grand Total $3,806,519 The proposed project funding summary is provided in the following table. The City's portion of the project costs are currently budgeted from the PIR and Utility Enterprise Funds (sanitary sewer, water, and surface water management funds). Funding Source Funding Amount Funding Amount Reclamation Area Reconstruction Area Residential Assessments $173,072 $648,560 PIR Fund $173,098 $1,017,893 Sanitary Sewer Utility Fund $18,675 $518,100 Water Main Utility Fund - $679,959 Surface Water Utility Fund - $577,162 Total Funding by Area $364,845 $3,441,674 Grand Total $3,806,519 Assessments Section 5.3 of the feasibility report provides the estimated special assessment rate calculation for properties within the reclamation area and the reconstruction area, as well as the methodology used to calculate individual assessments for affected parcels. Assessments for this project were calculated using the residential equivalent unit (REU) method as identified in the City's Assessment Policy. Page 3 of 4 The estimated assessment rate per REU for the recommended improvements is $8,107 per unit for the reconstruction area and $2,984 per unit for the reclamation area. These estimated assessment rates do not include the street improvement costs for Prior Avenue. Section 5.3 of the report provides the estimated assessment rates if the cost of Prior Avenue were included in the rate calculation. Attachments Attachment A: Presentation Slides for Public Hearing Attachment B: Feasibility Report for the 2021 PMP Project Attachment C: Affidavit of Mailing for Meeting Notice Page 4 of 4 r� a w 4-j Q) E Q) a � > o >,a� 0 +� •- N ro 4� a� � o� �- E a� a > Q) CL Ln N O N r� r� W N t�A 0 cn ca N E >' v C: O v LL o oc z rl N M 4 u� lD I� 0 r� r� W N 4.0 b.0 rl N •� N L. N Q c� O N •U i � � a--+ -i E E o o 0 o Q U wm u (� U a o 4-JCL z N N �, , +� N a a--+ m •E i Z, N .> `� O V 411, Aga A� ts 41- &Al 0. O CL O E b.0 r� r� W � O � =3 DC O U (V i � N NO N �O Q N — N o- O 00 > N O Q Q m N N b.0 i Q 4— N 0 co =3 E U E U N p u j uL O -a w — +-jtw — •in m •0 p O 1� O p tw N N cn CA ate-+-+ •- O m •- W 'N co N O V) w 0_ v DC M U U r� r� W aAT9 VNNVHor 3>iVI �y z�i i !! i o Q L, a 0 w Ix a O o W N and 2�olbd Q z o a o 0 a s o D- L W z 0 J s aA a� Z LM a Q N 3"ONn13A310 .o x � � W _ 1 SHELLING AVE N uj z Cli It z LU -j 5 M31AN319 CREST RD AIN Q vP LLI AAV M31AI130 U O cc p LBNVf r� r� �-+ � .. W 0 •� •� 0 V ca a h • Ilk; . r i k - • • t i t . ,t 4A ; Z OO - •i s'•��'�` ` �' ram. .. �i.• � +Jra E ca } *r7Wb r J 1n4 _ O o _ O xx r a--j � O ` LL h `~ voi i V 1 �O '"*• Y'�y � try O }' CL co M= a--j r� r� I r 1 � I as F�J i IV Jw a 11 I • ,� ! s. d G •��ILI 4w y 1 ' W r� r� W V a Mo •_ W 11 �LL i z _ - II II 0 0 0 ay z ILL :3 N.3AV—UQlad_ _ o, g o Tj N w m a _s• I N i i o O 1 I N •- s O *, R CL s Q m C a sn c �+ a UO� a O end aNrnana�0 U -- -------------------_------_ = U W At, 00 to � a z o � � s � o — 'a5 z o � g.- o a a1 z N W o tC °' 2 � � a N j N O � O *, o 06 Q. s p a •— 3 ar � a � ._ � N U) E �' a L ~ E 0 = a; _ 3nr�aN�ana-I� - - Z o 0 0 --- --------- Cz ncnrncoc� � = cn m qk L V) I � a� o o a CL o - a Es L r 0CD� N N ago a Z U N L 07 i � C O N B V N � W x a) mw �.�_m�r � . � ■� ` ' ■ ■ ■ � ! ; ' � � ■ - � « , � ' § - ` ■ , � ■ , ■ � ■ ) , � ■ ■ , § , � ' E ' ■ � | ■ ' ■ ■ . � !. § ; � ■ � _ �° ■ ° ' ' � � ! ®� ■ ■ , , , ■ ■ , , ! � ■ � ■ ■ . � ' � � ■ I ! � , ■ ■ ' °� ' ' � ; ■ ■ ° cu ®� � ■ o � & � ■ # o , ■ o , ; E m , ! , , ■ ■ > � ■ ■ , ■! � � �e. | y � , � , , . ■ , ■ , 2 � ■ | ' ` ' } ' , � m , , to , • ■ Z, � � � | ` ■ ■ ! ° ■ ■ � , ' � � � , ! E E � ■ � ■ ■ co ; � ■ , , , E , � � ■ ■ � ■ ` � � " ` ` '` � ■ § , � ; � ■ , ! � ' ! 4 � # � § ! ' � ■ ■ � ■ � 9 � 0 � � ■ { � ■ ®&� � ■ . ' • '� � ` � ' � CL § ■ ' ■ ; w ! E � ■ ! ■ � § � ` � ■ ■ ; ■ � � _ � . ■ ` � ° ° � � � � � � � ■ � � � ' � � � ■ ■ ; ! CD N � ._ •� g � Z u � � 2 E a g 75 E c D o 0 u 1*4 © _ ■ g � e , � � �LL m IL L r Q� � m L L W m 0 U) [V N CV U N E 06 E 06 *&., Luw00000000 T- '+JNO ❑ ❑ V1 ❑ ❑ O n 0- 0- 0� 0- 0- CL ❑ ❑ 0 I ,i r O v tw iHillE 0 � o a..� E LIII III > ❑ O O a C 0 , s a E L r OCD� N m N a) s O — V N d z SMELLING AVE N Ln co NE — -0 co Ln co G � � a� >� co � 3nb►�]NAN31J - J �O ar 3Atl M31A1-130 ^^ /v Lr) Q) C o � _ N � v o � a En 06 •� � _�{�lRV1EW�A�� w O V — Q m a N C • in co E E E L L L = " ,4-- -0 a J 000 z riAWL -rT 1 r� r� W Mo LL m a m 401 V m m E ow W N r� �o o 01% o o Q1 � GG c1'i cn Ln i U � V W py cc o � cl- � v tl CIS? Con cnH r� r� W � cry � bit 1�i GN F� V� 'Zj 4-1 G ' H N N W C1 tV kA C% lr, Cl) �+ N r— n Lr, tr, in c � W p Z 1••+ 00 kr, %,0 00 w V ' �y A ry 1 'f fI,j a tw (3 o ,r w ..W �RA V ►r, r N G1 G*s r— Ir, «, Er, L G1 a,% r'- G1 -t E kr, kr, u �, Y" r- O w r.+ G1 vw u tr, �D V^� CA V) Cf! V"? Lon dQ a (U bA 0 • LL t u N N W-� G1 r1 a's L C rl ,--, ,--i n kr, 11 --+ O m G� ,,.. o O kr, v �r, 00 a 4..� Z � w V ; m a O E � V r-r w nw 1-4 co �; �i Wcu � r �-• � � n� W N v {/} a m r.. p, � va � 'r.• H r� r� W fi fi r. LL L � W c *a L cr +� cr. N Ln N W r� r� v V) Ca cu 4-1 ca � N (N ate-+ H N M c O O N ro v _ _ 0 N m N N O � _0 N O .N -0 L E m N (�j Ca • i U N • In ca C: - v N v LL :- Q •v m °�' ) V) V - o v � "' o N a° c 0 - v o ro 0 _0 _0 ca O /L •CU v •t •C ca 1..` E > •> CA N O O C 4-j uate►, fa fa m V)EQ ca N L •V .N o V -0 — � a ) v� cn Q = O � `r' W r� r� H V O OO 00 0 N CY) Lr) Q u 00 Il-_ cV Lr) O LLI a v L � 4 �w wo � N Q O ca EV l0 fV r�-I v O ._ LO M � O > 3 4-+ N v Q u Qi 00 ::1- Lri N - 4- O f6 f J .� a--+ A] m r-I cv cc Q Q —V,O w o o I I O c u u 0 O 0 0 o a-J f6 m a--+ m Ln Ln u u E p u Ec: c i O O E 0i Ln Ln Ln N O O NCL o o v = v v (AoC C Cj:� CL4-J Np v v p v cn cn M - i c Li 1 z Ln LL Q Q QLn 4-0 U M LM n Q a N r� r� o H W O r*% 00 Lr) N V O fV 00 r-I r-1 fV (n I_f) N — Q u 00 1l-_ N Lr) ° a U v 00VOIN1% v � t�A L > v � Q .— � o U l0 1� r-I I..f) o -0 u E � l0 fV r- O O NCY) Lr) " Q U Ql 00 � Sri `0 0 0 — %ftw0000 4- o f6 f J •� a--+ L � N 4-J o cc Q °' w o o I I p (7 • • c U U p p O C o O O +_+ p }, U U E O U E i o U Ep p (U N O O v a) a)(AoC C Cj:� CL4-J Np v v a) v cn cn p M ci 4 Li m z cn LL Q Q Q � •O u No 0 M o N v r� r� -0 N 4-' U bA dJ � 0 CD ,i U a-+ > O ca M N i Q U Q N 4-1 •o_ > i' � 'ca > �' aj -L U O m u O E E O > U aJ N } Q E cn _O 0 UU 4-1 UO cn tin N E ��.+ i O cn > t-n U a_ N m O � > O O +�-+ }' 0 1 `� N O O4-1 m O 00 O aA m � O � cv ca � DC O O vi O O OLn •0 O " N Q a--+ a--+ to 'c6 > U mca c v cc O O > U Q co U u dJ 4-1 o z � z o Vf U QJ aj dJ M E J = U � z E o cn m O — }' co: Lan) E O U a E O cn N O N > •E_ Q O 4-1 dJ Q }' Q +W-' N Q � > E _� Q 4- chin _� O E U O c :3N O v Q c6 dJ CL O aA W dJ dJ O •_ — +-+ ra� .p _0 O4-1 dJ � 4-0 U . O4- 4 `�' li 01 N r� r� W O O rl N rl rl O O O NO 0 NO O N (V (V _ N N (V N � z a� cn a--+ Ln Ln Ln a� E ca4-0 Q O N O -0 N V N O Ln o m O tw Q1 ,N O a--� -0 w > 'M E w V E '� w 0 V CL w 0 0 m m Q Q O U of m of > ON V m LLI � V z r� r� W Z O W cr Attachment B EN HiLLs FEASIBILITY REPORT 2021 PAVEMENT MANAGEMENT PROGRAM STREET AND UTILITY IMPROVEMENTS City Project No. PW-21-0100 July 22, 2020 Prepared by: City of Arden Hills Public Works Department 1245 West Highway 96 Arden Hills, MN 55112 CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under by direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Todd A. blomstrom Date: July 22, 2020 License No. 26437 TABLE OF CONTENTS TITLE SHEET CERTIFICATION TABLE OF CONTENTS 1. Introduction ...................................................................................................................... 1 1.1 Authorization 1.2 Project Scope 1.3 Available Data 2. Existing Conditions .......................................................................................................... 2 2.1 Land Use 2.2 Streets 2.3 Sanitary Sewer 2.4 Water Main 2.5 Drainage 2.6 Private Utilities 3. Proposed Improvements ................................................................................................. 6 3.1 Street Improvements—Hazelnut Park Neighborhood 3.2 Street Improvements—Lake Valentine Road 3.3 Sanitary Sewer 3.4 Water Main 3.5 Drainage 3.6 Easements 3.7 Permits/Approvals 3.8 Construction Access and Staging 4. Public Involvement ........................................................................................................ 10 5. Estimated Cost and Funding ........................................................................................ 11 5.1 Opinion of Cost 5.2 Project Funding 5.3 Preliminary Assessment Roll 6. Project Schedule ............................................................................................................. 15 7. Conclusions and Recommendations ............................................................................. 16 8. Feasibility,Necessity and Cost Effectiveness .............................................................. 17 Appendix A: Study Area Map Appendix B: Geotechnical Report Appendix C: Pavement Forensic Study Appendix D: Street Typical Sections Appendix E: Sanitary, Water and Drainage Improvements Maps Appendix F: Public Involvement Information Appendix G: Itemized Opinion of Probable Costs Appendix H: Preliminary Assessment Maps and Preliminary Assessment Roll Feasibility Report 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 1. INTRODUCTION 1.1 Authorization On April 27, 2020, the Arden Hills City Council adopted Resolution 2020-020 ordering the preparation of an engineering feasibility report for the 2021 Pavement Management Program (PMP). The resolution directs staff to study the need, cost-effectiveness and feasibility of potential infrastructure improvements within the 2021 PMP project area. 1.2 Project Scope This report investigates the feasibility of proposed street and utility improvements identified within the City of Arden Hills Capital Improvement Program titled the 2021 Pavement Management Program (2021 PMP). The proposed project was identified as a result of deteriorating street pavement conditions and potential improvements to water main, sanitary sewer and drainage infrastructure. Two areas are included within the scope of this study. Area 1 —Hazelnut Park Residential Neighborhood ■ Jerrold Avenue from New Brighton Road to approximately 825 feet west of Prior Avenue ■ Edgewater Avenue from New Brighton Road to approximately 980 feet west of Prior Avenue ■ Glenpaul Avenue from New Brighton Road to Cleveland Avenue ■ Prior Avenue from County Road D to 150 feet north of Jerrold Avenue Area 2—Lake Valentine Road ■ Lake Valentine Road from Snelling Avenue (CSAH 76)to Mounds View High School A map depicting the location of potential street and utility improvements is provided in Appendix A. This report includes specific recommendations regarding the scope of improvements, estimated project costs, funding sources, estimated assessments and a project delivery schedule. Improvements within this report include street reconstruction, water main replacement, sanitary sewer repairs and drainage improvements. 1.3 Available Data • City of Arden Hills 2040 Comprehensive Plan ■ City of Arden Hills Engineering Record Plans • Geotechnical Report, dated September 19, 2019 • Pavement Forensic Report dated May 6, 2020 • Pavement Condition Ratings within the project area • Sanitary Sewer CCTV Televising Inspections Data • Water Main break and leak history • GIS database for infrastructure conditions • Field observations of project area • City of Arden Hills Assessment Policy ■ Arden Hills Engineering Design Standards Feasibility Report Page 1 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 2. EXISTING CONDITIONS 2.1 Land Use Properties located within Area 1 (Hazelnut Park Neighborhood) defined within the scope section above are located in the R-2 Single & Two Family Residential District based on the City's Zoning Map. Properties within Area 2 (Lake Valentine Road) are located in the R-1 Single Family Residential District. 2.2 Streets Street pavement within the proposed improvement area are aging and exhibiting characteristics of pavement distress, such as surface delamination, potholes, and moderate to severe cracking. Table 1 provides a summary of existing street conditions within the project area. Soil boring records for the proj ect area are provided in Appendix B. Pavement core samples were collected within sections of streets with existing curb, including the west portion of Jerrold Avenue,Edgewater Avenue, and Lake Valentine Road as part of a pavement forensic study to develop recommendations for street pavement improvements. A copy of the forensic report is provided in Appendix C. Table 1: Summary of Existing Street Conditions Approx.Year Pavement of Last ROW Length Width Existing Condition Structural Street Name Location (feet) (feet) (feet) Curb Rating Improvement New Brighton Jerrold Ave(east) Road to 335 feet 60 1035 30 No <20 1995 Overlay west of Prior 335 feet west of Jerrold Ave(west) Prior to west cul 60 495 34 Yes <20 1995 Overlay de sac New Brighton 1998 Edgewater Ave Road to west cul 60 1835 32-34 Yes 36-54 Reconstruction de sac New Brighton Glenpaul Ave* Road to Cleveland 66 2340 30 No <20 1998 Overlay Avenue County Road D to Prior Ave 155 feet north of 60 1310 30 No <20 1995 Overlay Jerrold Lake Valentine Snelling Ave N to 1995 300 ft west of 66-72 2885 36 Yes <20 Road Reconstruction Janet Ct * Glenpaul Avenue is designated at a Municipal State Aid Route. State Aid funding is not available within the next 5 years for this segment. Feasibility Report Page 2 2021 PMP Street and Utility Improvements City Project Number PW 21-0100 2.3 Sanitary Sewer The existing sanitary sewer within the study area consists of vitrified clay pipe (VCP), polyvinyl chloride pipe (PVC) and reinforced concrete pipe (RCP) installed in the years summarized on the following Table 2. Sanitary sewers were inspected by the City Public Works Department using video televising equipment in the spring of 2020 and found to be in good condition. Sanitary sewer service connection points were also evaluated as part of the inspection process. Approximately 19 locations were identified as needing spot repairs were sewer services connect to the sewer main, as described in Section 3 of this report. A 6- inch diameter force main extends along Edgewater Avenue from Lift Station#1 to west limit of gravity sewer 330 feet west of Prior Avenue. The condition of this force main will be further evaluated during the design process. Table 2: Summary of Existing Sanitary Sewer Conditions Overall Pipe Pipe Year CIPP Lining Condition of Street Name Material Diameter Installed Lining Year Main Pipe Jerrold Ave (east) VCP 8-inch 1961 Yes 2013 Good Jerrold Ave (west) PVC 8-inch 1977 No Good Edgewater Ave VCP 8-inch 1960 Yes 2013 Good (east) Edgewater Ave PVC 8-inch 1977 No Good (west) Edgewater Ave CIP 6-inch 1960 No TBD (west) Forcemain Glenpaul Ave VCP 8-inch 1961 Yes 2013 Good Prior Ave RCP 21-inch 1961 No Fair Lake Valentine VCP 8-inch 1960 No Fair(root Road cutting) 2.4 Water Main The existing water distribution mains within the study area consists of cast iron pipe (CIP) and ductile iron pipe (DIP) as summarized on the following Table 3. A review of the City's water main break historical records did not identify any water main pipe break or leak repairs, other than isolated curb stop leaks located on the house side of the curb stops as noted below. Feasibility Report Page 3 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 Table 3: Summary of Existing Water Main Conditions Pipe Pipe Year Years of #of Breaks Street Name Material Diameter Installed Service or Leaks Jerrold Ave (east) 6-inch CIP 1968 52 0 Jerrold Ave (west) 6-inch DIP 1977 43 1, curb stop* Edgewater Ave (east) 6-inch CIP 1968 52 0 Edgewater Ave (west) 6-inch DIP 1977 43 1, curb stop* Glenpaul Ave 6-inch CIP 1968 52 0 Prior Ave NONE Lake Valentine Road 6-inch DIP 1995 25 1* *The water main database includes a valve repair at the intersection of Lake Valentine Road and Snelling Avenue north in 2018. Curb stop repairs were located on house side at 2008 Jerrold(2019) and 2022 Edgewater(2020). 2.5 Drainage The existing drainage pattern within Area 1 Hazelnut Park Neighborhood is generally from east to west. Streets and private property drainage is conveyed overland or through storm sewers, discharging into the existing water body west of the Elmer Anderson Trail near Cleveland Avenue, within the Jones subwatershed area. This receiving water body is identified as a freshwater forested/shrub wetland and a freshwater pond within the City's Surface Water Plan. Storm sewer infrastructure,including catch basin inlets and conveyance piping, exists within the west portion of Jerrold Avenue and along Edgewater Avenue, both segments currently having curb and gutter. The City's Public Works Department conducted televising inspections of the existing storm sewer and found these pipes to be in good condition, with minor manhole repairs and replacement of existing castings necessary during reconstruction. A majority of Glenpaul Avenue, eastern Jerrold Avenue and Prior Avenue have minimal or no drainage infrastructure to convey runoff from the street pavement and adjacent property. Storm sewer was installed along Lake Valentine Road during the 1995 reconstruction project, and discharges to Valentine Lake. Pipe sections were found to be in good condition based on an televising inspection by the Public Works Department. Inspection records indicate the need for a minor manhole structure repair,removal of accumulated sediment and two offset pipe joints of low severity. The two project areas are not identified within the Flood Hazard Areas Map contained within the City's Surface Water Plan. The Pollutant Source Location Map identifies three potential Feasibility Report Page 4 2021 PMP Street and Utility Improvements City Project Number PW 21-0100 areas along Lake Valentine Road, but no areas are shown within the Hazelnut Park Neighborhood project boundary. The Protected Waterbodies map and National Wetland Inventory map data do not identify wetlands within the Hazelnut Park Neighborhood area, but do show wetland areas adjacent to the north side of Lake Valentine Road west of Valentine Avenue. 2.6 Private Utilities Private utility companies having infrastructure within the study area will be notified early during the project design phase and requested to coordinate any necessary repairs or replacements at their cost. Private utility infrastructure located in the study area includes Comcast(Cable), CenturyLink(Telephone), and Xcel Energy (Electric/Gas). Feasibility Report Page 5 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 3. PROPOSED IMPROVEMENTS 3.1 Street Improvements—Hazelnut Park Neighborhood A pavement forensic study was conducted for Edgewater Avenue and the west portion of Jerrold Avenue, including the collection and analysis of 6 pavement core samples. The core samples were found to be in fair to very poor condition, exhibiting distresses such as delamination or deterioration as described in Appendix C. Recommended street improvements for Edgewater and west Jerrold consist of spot repairs to existing curb followed by full depth reclamation to mill the existing bituminous pavement and re-blend the material with a portion of the underlying aggregate base material prior to establishing final base elevations and placement of a new pavement surface section. Full depth street reconstruction is recommended for the remaining east portion of Jerrold Avenue, Glenpaul Avenue and Prior Avenue. Street construction would occur following replacement of water main as described below. The City Council requested that staff consider the following two alternatives for reconstruction of Jerrold, Glenpaul and Prior Avenues to evaluate potential reductions in project costs and assessments. ■ Alternative 1: Full depth street reconstruction, including installation of curb and gutter along with associated storm sewer drainage improvements. ■ Alternative 2: Full depth street reconstruction without curb, gutter or a substantially expanded drainage system. The cost estimate for Alternative 2 does not include construction of drainage ditches along the edge of the roadway. Typical street sections for the two alternatives is provided in Appendix D. The associated project costs for these two street improvement options is described in Section 5 of this report, with potential cost reductions reflected in both the street and drainage expenses. The geotechnical investigation shows underlying soils consisting of sand, sand with silt and lean clay as provided in Appendix B. While these soil types may have a higher infiltration rate compared to other soil types found in the City, the rate of infiltration would not provide the equivalent benefit of curb and storm sewer in the preservation of the street and conveyance of runoff, particularly during winter freeze-thaw cycles. Based on a review of the two alternatives during the City Council work session on June 15, 2020, staff is recommending that the City proceed with Option 1 street improvements due to the balance of cost with the benefits of improved surface drainage and extended service life of the pavement. The potential cost savings with Alternative 2 is estimated to be approximately $299,000. While Alternative 1 has a higher initial cost, the addition of storm sewer and curb would reduce long-term pavement deterioration due to freeze/thaw cycles, reduce standing water and ice formation along the road, reduce erosion along the pavement edge, and would result in a longer service life and lower overall life cycle cost. Feasibility Report Page 6 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 3.2 Street Improvements—Lake Valentine Road The pavement condition along Lake Valentine Road is in fair condition. A resurfacing overlay would typically be implemented to preserve the roadway after 25 years since full reconstruction in 1995. However, the pavement is exhibiting distress in the form of lateral and transfer cracking along with minor rutting along the wheel paths. Lateral cracks along the road are heaving or tenting at isolated locations during the winter months as moisture is infiltrated under the pavement, freezes and creates intermittent bumps. Four core samples were collected along Lake Valentine Road as part of the pavement forensic analysis. Core samples are characterized in good condition with a top wear course layer thickness of 2-inches. However, the analysis indicates that recycled aggregate material in the road base may be the root cause of the formation of cracking as well as the tenting of the transverse cracks. Full depth reclamation(FDR)is recommended as a long-term solution to this problem. The scope of an FDR along with the additional effort to address the aggregate base material has significantly increased the cost of the proposed improvements from the original scope of a resurfacing overlay. Based on the above information, staff is recommending that improvements to Lake Valentine Road are not included in the proposed 2021 PMP Street and Utility Improvements. While the tenting that occurs along isolated lateral cracks degrades the ride quality, the existing pavement has valuable remaining service life. It is recommended that street improvements for Lake Valentine Road be rescheduled for the year 2028 and that staff conduct further analysis to determine the full extent of necessary repairs to the aggregate base material under the pavement. Public Works crews can complete patching repairs to the significant transverse cracks during the interim period to improve ride quality. 3.3 Sanitary Sewer Based on the existing conditions of the sanitary sewer system within the Hazelnut Park Neighborhood, the proposed sanitary sewer improvements include salvaging and resetting manhole castings, minor manhole repairs, and replacement of one manhole structure on Glenpaul Avenue. Proposed sanitary sewer improvements also include repairs to sanitary sewer services at 19 locations as shown on Appendix E where service connection joints have separated or significant root intrusion was noted during the pipe inspection. The cost of these sewer service repairs are included in the cost estimate provided in Section 5 below. The project cost estimate includes expenses for installing a cured in place pipe (CIPP) liner within the 18-inch and 21-inch diameter sanitary sewer along Prior Avenue and Hazelnut Park, which has been in service for approximately 60 years. The cost estimate also includes installation of CIPP lining for the sewer main along Lake Valentine Road, although this work should be incorporated into the biannual pipe lining projects prior to roadway improvements, if the Council schedules Lake Valentine Road for a later year in the Capital Improvement Program. Feasibility Report Page 7 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 3.4 Water Main Existing water main along Edgewood Avenue and the west portion of Jerrold Avenue is proposed to remain in-place. These segments of water main do not have a history of water main breaks based on City records. Removal and replacement of water main along Edgewood and Jerrold would require removal of a significant portion of the existing curb, which is in good condition. Future replacement of the water main would be more cost effective in a future year when the roadway is due for full reconstruction. The redundant water main connection between Jerrold Avenue and Edgewater Avenue as shown on Appendix E should be considered for potential abandonment during the design process. The section of water main extends between closely spaced homes and would be difficult to repair or replace while protecting adjacent homes. Water main along the east portion of Jerrold Avenue and the full length of Glenpaul Avenue is recommended to be replaced with the improvements as shown in Appendix E. This work would include all gate valves, fittings, hydrants, water services and curb stops. 3.5 Drainage Reconstruction of the streets within the Hazelnut Park Neighborhood provides the opportunity to improve the drainage through installation of new or additional storm sewer facilities. Recommended storm sewer upgrades utilize the existing system to the extent possible, with drainage improvements consisting of new catch basin inlets and storm sewer along Glenpaul Avenue, Prior Avenue and Jerrold Avenue. Storm sewer drainage design will need to meet Rice Creek Watershed District (RCWD) requirements as outlined in Rule C. This section of the watershed regulations requires a permit for Public Linear Projects creating 10,000 square feet or more of impervious surface. Rule C requirements do not apply to mill, reclamation and overlay pavement projects. The project design will consider specific Best Management Practices (BMPs) such as bio- filtration and inline sediment/grit chambers placed before discharging into the downstream storm sewer system. Temporary erosion and sediment control devices will be utilized during construction in accordance with applicable NPDES permit and RCWD Rule D requirements. 3.6 Easements Street improvements as proposed within this report are anticipated to occur within the existing road right-of-way or easements. Public utility improvements are planned to occur within the right-of-way or currently dedicated drainage and utility easements. The need for permanent easement acquisition is not expected to construct the project as proposed. Temporary construction access of private property may be required to accommodate driveway repair, water and sewer service replacement, and final boulevard grading. Written permission or right of entry agreements will be secured from private property owners for these encroachments to the extent practical. Feasibility Report Page 8 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 3.7 Permits/Approvals The anticipated permits required for the proposed project are as follows: ■ Minnesota Department of Health . . . . . . . . . . . . . . . Extension of Water Main ■ Ramsey County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Right-of-Way Permit ■ Rich Creek Watershed District . . . . . . . . . . . . . . . . . Rule C Erosion Control, Linear Rule D ■ Minnesota Pollution Control Agency . . . . . . . . . . . . Erosion and Stormwater Permit 3.8 Construction Access and Staging A traffic control and construction staging plan would be development during preparation of construction plans to coordinate property access and traffic safety within the project area. The contractor will be responsible for providing access to all properties at the end of each work day, with the exception of concrete curing times during curb installation. Additional information regarding staging and property access would be provided to residents prior to and during the construction phase of the project. Feasibility Report Page 9 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 4. PUBLIC INVOLVEMENT The City would typically conduct a public open house informational meeting during preparation of a feasibility report to present proposed project information, answer questions and receive comments. Due to COVID-19, the open house meeting was substituted with a recorded presentation which was posted on the City's website on May 18, 2020. A letter describing the project along with instructions for accessing the recorded presentation was mailed to each property owner located within the proposed study area on May 6, 2020. The informational letter included a questionnaire survey form along with a self-addressed stamped envelope. The survey form provided ten questions to solicit feedback from residents regarding street conditions and water, sanitary sewer, drainage, and non-city utility services. A copy of the questionnaire survey form and tabulated summary of responses is provided in Appendix F. A total of 88 survey forms were returned to the City out of the 172 properties receiving the survey, resulting in a response rate of 51 percent. The survey summary includes written comments from residents regarding existing street and utility issues. Key response items are focused on the deterioration of street pavement, need for improved street drainage and/or curb, frequency of power outages, and desire for a sidewalk along Lake Valentine Road, among other comments provided in the summary. The informational letter, recorded presentation and website information encouraged residents to contact city engineering staff by telephone or email if they have any questions or comments regarding the project. Based on direction from the City Council regarding the results of the feasibility study, additional information would be shared with residents through mailed letters, emails, social media and informational updates on the City's website. Feasibility Report Page 10 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 5. ESTIMATED COST AND FUNDING 5.1 Opinion of Cost The opinion of probable cost for the project is provided in Table 4 and Table 5 below. Alternative 1 includes full curb and gutter construction and Alternative 2 includes limited curb and gutter construction as described in Section 3 of this report. The estimates includes 37% in overhead costs for street improvements and 30% overhead costs for utility improvements. Overhead costs account for engineering, legal, financing, contingency and administrative costs associated with the project. A detailed and itemized estimate is provided in Appendix G. Table 4- Summary of Project Costs Area 1 - Hazelnut Park Neighborhood Alternative 1 Alternative 2 Reclamation Reconstruction Reconstruction Improvement Area Costs Area Cost Area Cost Street Improvements-East Jerrold and Glen aul - $1,297,157 $1,156,525 Street Improvements-West Jerrold and Edgewater $346,170 - - Street Improvements-Prior Avene - $369,296 $369,296 Sanitary Sewer Improvements $18,675 $518,100 $518,100 Water Main Improvements - $679,959 $679,959 Storm Sewer Drainage Improvements - $577,162 $418,430 Total Estimated Cost by Area $364,845 $3,441,674 $3,142,310 GRAND TOTAL $3,806,519 $3,507,155 Table 5- Summary of Project Costs Area 2- Lake Valentine Road Estimated Improvement Costs Street Improvements-Lake Valentine Road $454,991 Sanitary Sewer Improvements $99,203 Total Estimated Cost 1 $554,194 The opinion of cost is based on recent construction projects of similar character and assumes the construction of proposed improvements will begin in 2021. Actual costs will be determined through competitive bids following final design for the project. Feasibility Report Page 11 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 5.2 Project Funding Proposed project funding sources are a combination of the City's Permanent Improvement Revolving (PIR) fund, utility funds, and special assessments for street improvements as summarized in Table 6 and 7 below. Table 6- Summary of Project Funding Sources Area 1—Hazelnut Park Neighborhood With Prior Ave Included in Assessments Prior Ave Not Included in Assessments Alternative 1 Alternative 2 Alternative 1 Alternative 2 Source Funding Funding Funding Funding PIR Fund $1,006,312 $935,996 $1,190,991 $1,120,679 Residential Assessments $1,006,312 $935,996 $821,632 $751,312 Sanitary Sewer Utility Fund $536,775 $536,775 $536,775 $536,775 IS ater Utility Fund $679,959 $679,959 $679,959 $679,959 urface Water Management Fund $577,162 $418,430 $577,162 $418,430 otal Estimated Funding $3,806,519 $3,507,155 $3,806,519 $3,507,155 Table 7 - Summary of Funding Sources Area 2—Lake Valentine Road Estimated Improvement Funding PIR Fund $226,144 Residential Assessments $148,905 MVHS Assessments $79,942 Sanitary Sewer Improvements $99,203 Total Estimated Funding $554,194 Feasibility Report Page 12 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 5.3 Preliminary Assessment Roll Assessments for street improvement costs are proposed to be levied to benefiting properties as outlined in Minnesota Statute 429 and the City of Arden Hills Assessment Policy. A preliminary assessment map and detailed preliminary assessment roll is provided in Appendix H. Special assessments to benefiting properties along residential streets are proposed to fund 50 percent of the surface improvements, including contingencies and overhead pursuant to Part 1 of the City's Assessment Policy. The remaining 50 percent is paid for with City funds. Assessments for the proposed street improvements were calculated using the residential equivalent unit method as outlined in the City's Assessment Policy. Estimated rates assume street improvements costs for Prior Avenue are being prorated based on the number of REUs into the Reconstruction Area Costs (Glenpaul, and east Jerrold Avenue) and Reclamation Area Costs (Edgewater and west Jerrold Avenue) pursuant to discussions during the City Council Work Session on July 15, 2020. Estimated assessment rates are provided below. Street Reconstruction—Alternative 1 Glenpaul Avenue, east Jerrold Avenue, 58% Prior Avenue 50%Estimated Street Costs: ................................................. $755,674 Residential Equivalent Units: ........................................................... 80 Assessment Rate: ...................................................................... $9,446 Street Reconstruction—Alternative 2 Glenpaul Avenue, east Jerrold Avenue, 58% Prior Avenue 50%Estimated Street Costs: ................................................. $685,358 Residential Equivalent Units: .......................................................... 80 Assessment Rate: ...................................................................... $8,567 Full-Depth Street Reclamation Edgewater, west Jerrold Avenue, 42%Prior Avenue 50%Estimated Street Costs: ................................................. $250,637 Residential Equivalent Units: .......................................................... 58 Assessment Rate: ...................................................................... $4,321 Full-Depth Street Reclamation Lake Valentine Road Mounds View High School (per assessment policy): ............. $79,942 50%Estimated Remaining Street Costs: .............................. $187,525 Residential Equivalent Units: .......................................................... 34 Assessment Rate: ...................................................................... $5,515 Feasibility Report Page 13 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 Assessment rates for Jerrold, Edgewater and Glenpaul within Area 1 were also calculated without applying the cost of Prior Avenue to the estimated assessments. The results are provided below. Street Reconstruction—Alternative 1 Glenpaul Avenue, east Jerrold Avenue, (0%Prior Avenue) 50%Estimated Street Costs: ................................................. $648,579 Residential Equivalent Units: ........................................................... 80 Assessment Rate: ...................................................................... $8,107 Street Reconstruction—Alternative 2 Glenpaul Avenue, east Jerrold Avenue (0%Prior Avenue) 50%Estimated Street Costs: ................................................. $578,263 Residential Equivalent Units: .......................................................... 80 Assessment Rate: ...................................................................... $7,228 Full-Depth Street Reclamation Edgewater, west Jerrold Avenue (0%Prior Avenue) 50%Estimated Street Costs: ................................................. $173,085 Residential Equivalent Units: .......................................................... 58 Assessment Rate: ...................................................................... $2,984 The preliminary assessment roll provided in Appendix H identifies seven residential properties with frontage along Lake Valentine Road, but having mailing addresses on adjacent side streets. These seven properties were included in the total REU count for Lake Valentine Road,but no assessment is proposed on the draft assessment roll per the provisions of the City's Assessment Policy. This assumption should be confirmed by the City Council during preparation of the final assessment roll. The preliminary assessment roll also identifies two properties located at the intersection of Prior Avenue and County Road D with frontage on Prior Avenue. 1933 and 1947 County Road D both have homes facing County Road D, yet driveway access for both homes are on Prior Avenue. REUs were not included in the total count. The City Council should determine if the two properties with addresses on County Road D should be included in the proposed special assessment levy for the project during preparation of the final assessment roll. The preliminary assessment roll for Lake Valentine Road includes four REUs for Valentine Park, a parcel owned by the City of Arden Hills. The assessment roll does not include assessments for Hazelnut Park, based on the property address on New Brighton Road and no public vehicular access is from streets within the project area. Feasibility Report Page 14 2021 PMP Street and Utility Improvements City Project Number PW 21-0100 6. PROJECT SCHEDULE The following project schedule is proposed for the 2021 Street and Utility Improvement Project. City Council Accepts Feasibility Report ........................................................ July 27, 2020 and Orders Public Improvement Hearing City Council Conducts Public Improvement Hearing ................................ August 24, 2020 And Orders Plans and Specifications City Council Approves Plans and Specifications .......................................... January 2021 And Authorizes Ad for Bid City Opens Bids and Computes Assessments .............................................. February 2021 City Council Accepts Bids and Orders ............................................................ March 2021 the Assessment Hearing City Council Conducts Assessment Hearing ..................................................... April 2021 And Awards the Construction Contract Begin Construction ............................................................................................. May 2021 Complete Construction .............................................................................. November 2021 City Certifies Assessments to County ....................................................... November 2021 Record Plan Completion ..................................................................................... May 2022 Warranty Inspection .................................................................................. September 2023 (2 years Following Substantial Completion) Feasibility Report Page 15 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 7. CONCLUSIONS AND RECOMMENDATIONS Based on the findings of this report, street and utility improvements consisting of removal of the existing bituminous pavement, subgrade correction, addition of concrete curb and gutter, sanitary sewer repairs, water main replacement, storm sewer expansion, and new bituminous pavement are recommended along the following roadways: ■ Jerrold Avenue between New Brighton Road to 335 feet west of Prior Avenue ■ Glenpaul Avenue between New Brighton Road and Cleveland Avenue ■ Prior Avenue between County Road D and 155 feet north of Jerrold Avenue (north termini) Street and utility improvements consisting of full depth reclamation, concrete curb repairs, sanitary sewer service connection repairs, and storm sewer structure repairs are recommended along the following roadways: ■ Jerrold Avenue between 335 feet west of Prior Avenue to cul-de-sac (west termini) ■ Edgewater Avenue between New Brighton Road and west cul-de-sac (west termini) Street improvements for Area 2 consisting of Lake Valentine Road are recommended to be rescheduled in the City's Capital Improvement Program for the year 2028 due to the extent of anticipated subgrade corrections and remaining service life of the pavement relative to other street conditions within the City. The Public Works Department should complete milling and patching repairs to the street at locations where transverse cracks are tenting as a mitigation measure. Sanitary sewer lining should be scheduled with an upcoming sewer lining contract prior to the year 2028. The total estimated cost for the proposed 2021 Street and Utility Improvement Project as recommended above is $3,806,519. Proposed funding for the project can be provided through a combination of special assessments and City funds as outlined in Section 5 of this report. Feasibility Report Page 16 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 8. FEASIBILITY, NECESSITY AND COST EFFECTIVENESS The improvements proposed in this study are necessary to continue safe and reliable street and utility services. The reconstruction of streets provides the City with a cost-effective means of continuing the City's street improvement efforts and ensuring an adequate means of transportation for residents. The project will allow for the correction of existing drainage problems by increasing the cross-sectional crown and improving the conveyance of runoff with concrete curb and gutter. These improvements will address the increasing costs for patching and maintaining highly deteriorated street pavement within the City. Proposed water main improvements will provide for an orderly replacement of water distribution system assets as the water system ages over time. The proposed improvements constitute a project large enough to ensure a competitive bidding environment, economy of scale, and are deemed to be cost-effective. Based on the information contained within this report, the proposed improvements as described can be considered necessary, cost-effective, and feasible from an engineering standpoint. Feasibility Report Page 17 2021 PAP Street and Utility Improvements City Project Number PW 21-0100 Appendix A: Study Area Map C o j AGENT/NERD C STRD 3 Study Area "E � Z n 6, I FL II Q CRYSTAL AVE ZF AREA 2 I � I u W Valentine Zn` M� Tony Schmidt Park K, Regional Parkbib GLENV 2 W o Valentine VENUS AVE Lake 3 j Tony Schmidt COUNTY ROAD E2W Regional Park _ D I j EZ W z I o x I O i m v� 3 = 3 v I� N IQ to PNPMPNE � Charles GN vy A Perry Park I o I ro y Q. Z �O OAKAVE ----- _-----___ ___ Tony Schmidt Regional Park d�P��� indey a JONP a Q: o Z'I U O � HUDSON RD f Q m l PNNA BL COUNTY ROADE `Z� ARDENPL PLO 9 G y Z y TRD D_ W NOBLERD D Lake m Sam LAKELN Johanna Park STOWE A VE------------ KATIE LN E T Hazelnut BECKMANAVE Park a Al Z �a ZI �I JERROLD AVE Joh M j �, EDGEWATER AVE OR EDGEWATER A I G o00 Z GLEN PAUL AVE GLEN PAUL AVE j O RD GLENNILL —a — —— --- —y-- --- — ---- —— — —— --- -- N A D iLLs 2021 P M P ,,, 0 1,000 Fee[ Appendix B: Geotechnical Report ltms'— ,-----ARzEN HjILLS GEOTECHNICAL REPORT 2020 PMP STREET IMPROVEMENTS ARDEN HILLS MN September 19, 2019 Prepared for: City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 WSB PROJECT NO. 014297-000 wsbl GEOTECHNICAL REPORT 2020 PMP STREET IMPROVEMENTS ARDEN HILLS, MINNESOTA FOR CITY OF ARDEN HILLS, MINNESOTA September 19, 2019 wsb Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 1 Darin .71 t, PE Date: September 19, 2019 Lic. No. 41316 Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 wsb September 19, 2019 Mr. Todd Blomstrom, PE Interim Public Works Director/City Engineer City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 Re: Geotechnical Report 2020 PMP Street Improvements Arden Hills, Minnesota WSB Project No.: 014297-000 Dear Mr. Blomstrom: We have conducted a geotechnical subsurface exploration program for the above referenced project. This report contains our soil boring logs, an evaluation of the conditions encountered in the borings and our recommendations for subgrade preparation, underground utility installation, 0 and other geotechnical related design and construction considerations. U z If you have any questions concerning this report or our recommendations, or for construction m material testing for this project, please call us at (952) 737-4660. U) — Sincerely, O WSB M N ' N — Darin Hyatt, P Mark(Osborn, PE Senior Geotechnical Engineer Geotechnical Project Engineer (M N LO Attachment z Geotechnical Report w J J DEH/tw U) z m 0 J m } >Q W H Q O V N TABLE OF CONTENTS TITLE SHEET CERTIFICATION SHEET LETTER OF TRANSMITTAL TABLE OF CONTENTS 1. INTRODUCTION...................................................................................................................................1 1.1 Project Location.........................................................................................................................1 1.2 Project Description ....................................................................................................................1 1.3 Purpose and Project Scope of Services....................................................................................1 2. PROCEDURES.....................................................................................................................................2 2.1 Boring Layout and Soil Sampling Procedures...........................................................................2 2.2 Groundwater Measurements and Borehole Abandonment.......................................................2 2.3 Boring Log Procedures and Qualifications................................................................................2 3. EXPLORATION RESULTS ..................................................................................................................3 3.1 Site and Geology.......................................................................................................................3 3.2 Subsurface Soil and Groundwater Conditions ..........................................................................3 3.3 Strength Characteristics ............................................................................................................3 3.4 Groundwater Conditions............................................................................................................4 4. ENGINEERING ANALYSIS AND RECOMMENDATIONS..................................................................5 4.1 Discussion .................................................................................................................................5 4.2 Watermain Utilities.....................................................................................................................5 4.3 Backfill and Fill Selection and Compaction ...............................................................................5 4.4 Dewatering.................................................................................................................................5 4.5 Pavement Areas........................................................................................................................6 4.6 Construction Considerations .....................................................................................................7 4.7 Construction Safety...................................................................................................................8 4.8 Cold Weather Construction .......................................................................................................8 4.9 Field Observation and Testing...................................................................................................8 4.10 Plan Review and Remarks........................................................................................................8 5. STANDARD OF CARE.......................................................................................................................10 Appendix A Soil Boring Exhibit Logs of Test Borings Symbols and Terminology on Test Boring Log Notice to Report Users Boring Log Information Unified Soil Classification System (USCS) Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 1 1. INTRODUCTION 1.1 Project Location The proposed 2020 PMP roadway and utility improvements will be along Glenpaul Avenue from Cleveland Avenue N. to New Brighton Road, Edgewater Avenue from New Brighton Road west to its cul- de-sac, Jerrold Avenue from New Brighton Road west to its cul-de-sac and North Prior Avenue from Jerrold Avenue to West County Road D in Arden Hills, Minnesota. Borings were completed through the existing pavement sections. The approximate boring locations can be found on the Soil Boring Exhibit in Appendix A. 1.2 Project Description It is proposed to reconstruct the existing surface along these alignments and complete curb and gutter repairs/installation and place a new watermain. After backfilling the utilities, new roadways will be constructed. The new roadways will be two lane bituminous roads, reconstructed to about the same horizontal and vertical alignments as the existing ones. Underground utilities will consist of watermain. This utility is expected to be placed within 8 feet of final grades. WSB has developed recommendations for this project in consideration of the proposed layout, loadings, and configurations as understood at this time. WSB must be made aware of the revised or additional information in order to evaluate the recommendations for continued applicability. 1.3 Purpose and Project Scope of Services Sue Polka, previous Interim City Engineer with the City of Arden Hills authorized this work. In order to assist the design team in preparing plans and specifications, we have developed recommendations for pavement and utility subgrade preparation and pavement thicknesses. As such, we have completed a subsurface exploration program and prepared a geotechnical report for the referenced site. This stated purpose was a significant factor in determining the scope and level of service provided. Should the purpose of the report change the report immediately ceases to be valid and use of it without WSB's prior review and written authorization shall be at the user's sole risk. Our authorized scope of work has been limited to: 1. Mobilization /Demobilization of a Truck Mounted Drill Rig. 2. Clearing underground utilities utilizing the Gopher State One Call. 3. Drilling 13 standard penetration test borings to a depth of about 10 feet each. 4. Sealing the borings per Minnesota Department of Health procedures. 5. Perform soil classification and analysis. 6. Review of readily available project information and geologic data. 7. Providing this geotechnical report containing: a. Summary of our findings. b. Discussion of subsurface soil and groundwater conditions and how they may affect the proposed pavements and utilities. c. Estimated R-value of the soils. d. A discussion of soils for use as structural fill and site fill. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 1 2. PROCEDURES 2.1 Boring Layout and Soil Sampling Procedures WSB recommended the boring depths and selected the desired locations. Our field crew staked the boring locations using existing site features as guides. The approximate boring locations are shown on the Soil Boring Exhibit in AppendixA which is an aerial photo. We drilled the borings on June 19 and 20, 2019, with a truck-mounted CME-55 drill rig operated by a two- person crew. The drill crew advanced the borings using continuous hollow stem augers. Drilling methods, crew chief, depths, sampling interval, casing usage, groundwater observations, test data, and other drilling information are indicated on the boring logs. Generally, the drill crew sampled at 2 'h foot intervals to the borings termination depths. The materials encountered were described on field logs and representative samples were containerized, and transported to our laboratory for further examination and testing. The samples were visually examined to estimate the distribution of grain sizes, plasticity, consistency, moisture condition, color, presence of lenses and seams, and apparent geologic origin. We classified the soils according to type using the Unified Soil Classification System (USCS). A chart describing the Unified Soil Classification System is included in AppendixA. 2.2 Groundwater Measurements and Borehole Abandonment The drill crew observed the borings for free groundwater while drilling and after completion. These observations and measurements are noted on the boring logs. The crew then backfilled the borings with soil cuttings to comply with Minnesota Department of Health regulations. 2.3 Boring Log Procedures and Qualifications The subsurface conditions encountered by the test borings are illustrated on the Logs of Test Borings in AppendixA. Similar soils were grouped into the strata shown on the boring logs, and the appropriate estimated USCS classification symbols were also added. The depths and thickness of the subsurface strata indicated on the boring logs were estimated from the drilling results. The transition between materials (horizontal and vertical) is approximate and is usually far more gradual than shown. Information on actual subsurface conditions exists only at the specific locations indicated and is relevant only to the time exploration was performed. Subsurface conditions and groundwater levels at other locations may differ from conditions found at the indicated locations. The nature and extent of these conditions would not become evident until exposed by construction excavation. These stratification lines were used for our analytical purposes and, due to the aforementioned limitations, should not be used as a basis of design or construction cost estimates. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 2 3. EXPLORATION RESULTS 3.1 Site and Geology The borings were performed on existing roadway alignments as described above in Section 1.1. The Ramsey County Geologic Atlas indicated the surficial geology in the area of our borings are lacustrine (lake) deposits. These deposits consist primarily of sand, silty and clayey sands and clay. 3.2 Subsurface Soil and Groundwater Conditions Geologic origins can be difficult to determine solely from boring samples. We referenced online geologic data of the area and used our experience to help determine geologic origin of the soils, however only a detailed geologic exploration would accurately determine the geologic history of the site. The boring profile generally consisted of a pavement section overlying fill and/or naturally deposited glacial till. Pavement Section The bituminous thickness encountered in our borings ranged from about 3 to 5 inches and averaged about 4 inches. The underlying aggregate base ranged from about 3 to 9 inches and averaged under 6 '/2 inches. Fill With the exception of Boring PB-3 our borings encountered fill beneath the aggregate base. The fill consisted mainly of sand with silt that was dark brown to brown and gray in color and generally moist. Borings PB-8 and PB-10 encountered fill that consisted of lean clay that appeared to be mixed with sand. The lean clay fill was brown and moist. Naturally Deposited Soils Below the pavement section or fill, our borings encountered and terminated in lake-deposited soils. The lake deposits consisted of sand, sand with silt and lean clay. These soils were generally brown and moist to wet. It should be noted that much of the lean clay deposits contained sand lenses. 3.3 Strength Characteristics The penetration resistance N-values of the materials encountered were recorded during drilling and are indicated as blows per foot (BPF). Those values provide an indication of soil strength characteristics and are located on the boring log sheets. Also, visual-manual classification techniques and apparent moisture contents were also utilized to make an engineering judgment of the consistency of the materials. Table 1 presents a summary of the penetration resistances in the soils for the standard penetration test borings completed and remarks regarding the material strengths of the soils. Table 1: Penetration Resistances Soil Type Classification Penetration Remarks Resistances Fill Varies 2 to 17 BPF Variable compaction Lacustrine (granular) SP, SP-SM 5 to 11 BPF Loose to medium dense Lacustrine (cohesive) CL 2 to 10 BPF Very soft to firm The preceding is a generalized description of soil conditions at this site. Variations from the generalized profile exist and should be assessed from the boring logs, the normal geologic character of the deposits, and the soils uncovered during site excavation. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 3 3.4 Groundwater Conditions WSB took groundwater level readings in the exploratory borings, reviewed the data obtained, and discussed its interpretation of the data in the text of the report. Groundwater was not observed during or shortly after drilling and sampling, however, many of the borings encountered lean clay soils at depth. In clay soils, it may take a long time (longer than what was available with our time on site) for water to enter a bore hole and rise to its hydrostatic level. Nevertheless, the lean clay soils in many instances were wet and contained sand lenses. Based on our observations and the apparent moisture content in the penetration test samples it is our opinion that water, given time, would have seeped into many of our boreholes where wet clays were encountered. Note that groundwater levels may fluctuate due to seasonal variations (e.g. precipitation, snowmelt and rainfall) and/or other factors not evident at the time of measurement. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 4 4. ENGINEERING ANALYSIS AND RECOMMENDATIONS 4.1 Discussion Based on our borings, it is our opinion that the proposed watermain and pavement can generally be supported on the soils encountered in the borings. However, soft, wet lean clay soils should be anticipated during construction of the watermain and a partial removal and replacement will likely be necessary. Also, the soils within the pavement subgrade consist mainly of silty sand soils, which are frost susceptible. Consideration should be given to partially subcutting these soils and replacing with a non-frost susceptible granular fill to reduce the potential frost heave below the pavement section. 4.2 Watermain Utilities Invert elevations are anticipated to be within 8 feet of existing grades and we anticipate the subgrade soils for the utilities will consist of granular sandy soils and lean clay. Where the clayey soils are soft and wet or become soft it may be necessary to perform a partial subcut and replacement. Where soft unstable soils are encountered at invert grade, subexcavation of these materials to a depth of 1 to 2 feet and replacement with a coarse sand or gravel is recommended. In addition to providing a more stable uniform platform to construct the utilities, the sand backfill can act as a platform from which to place a sump and pump for dewatering. Underground utilities are expected to be installed by backhoes completing the excavations and placing pipe and backfills. Soil compactors should be used to compact the fill in thin even lifts to the specified densities. 4.3 Backfill and Fill Selection and Compaction It is our opinion the onsite non-organic soils may be reused as backfill and fill provided they are moisture conditioned and can be compacted to their specified densities. Wet soils that are excavated would need to be dried before reuse as an engineered fill. We recommend use of a minimum of 2 feet of clean coarse sand with less than 50 percent passing the #40 sieve and less than 5 percent passing the#200 sieve when backfilling the bottom of a wet excavation. Backfills with cobbles larger than six inches (6") should not come in contact with utilities. We recommend that soils be moisture conditioned to meet compaction specifications as determined from their standard Proctor tests (ASTM D-698). The fill should be spread in thin lifts (8 to 12 inches depending on material and compaction equipment) to allow for full depth compaction. Table 2 indicates the recommended compaction levels. Table 2: Recommended Level of Compaction for Backfill and Fill Area Percent of Standard Proctor Maximum Dry Density Pavement: Within 3 feet of top of aggregate base 100 Within 3 foot perimeter of structures such as manholes Pavement: Greater than 3 feet below aggregate base 95 Utility Trench (unless within 3 feet of aggregate base) 95 Landscaping (non-structural) 90 4.4 Dewatering Based on the results of our soil borings and the proposed construction, water seepage into the utility trenches is anticipated. The seepage is anticipated where excavations extend into wet clay soils. It is our opinion that sumps and pumps placed in low points of the excavations should be adequate to control most infiltrating water situations. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 5 4.5 Pavement Areas After removing the existing pavement sections and backfilling the utilities, the final subgrade should have proper stability within three vertical feet of grading grade (grade which contacts the bottom of the aggregate base). This will generally be achieved in fill areas with proper compaction of embankment materials and in cut areas through proper subgrade preparation. The stability of the pavement subgrade should be evaluated using the test roll procedure (MnDOT 2111), except a fully loaded tandem axle dump truck or a full water truck should be utilized for the proof roll. If unstable soils are found under the test roll, these soils should be improved by means of scarification, moisture conditioning, and re-compaction, or by subcutting and replacement. If the on-site soils cannot be moisture conditioned and compacted as recommended, we recommend removing these unsuitable materials and replacing them with Select Grading Material (MnDOT 2105.1.A.6). We also recommend a proof-roll be performed again on the aggregate base just prior to placement of the bituminous pavement. Table 3 below presents the approximate pavement section thickness and subgrade soils that were encountered within the borings. Table 3: Existing Roadway Soil Boring Profiles Bituminous Aggregate Boring No. Thickness Base Subgrade Soils (inches) Thickness (Upper 4 feet) (inches) PB-1 4 7 Fill: Sand with silt PB-2 3 '/2 6 Fill: Silty sand and sand with silt PB-3 4 '/2 5 Sand and Sand with silt PB-4 4 '/2 7 Fill: Silty sand and sand with silt PB-5 4 7 Fill: Silty sand PB-6 4 3 Fill: Silty sand PB-7 5 4 Fill: Sand with silt PB-8 3 '/2 4 Fill: Lean clay PB-9 4 9 Fill: Sand with silt PB-10 3 7 Fill: Lean clay PB-11 3 '/2 7 Fill: Sand with silt PB-12 3 6 Fill: Sand with Silt PB-13 3 '/2 5 Fill: Sand with silt and silty sand Once the site has been prepared as recommended, we anticipate the subgrade will consist predominately sand with silt, sand and silty sand. The MnDOT Flexible Pavement Design Guidance Memo from January 2017, indicates soils such as those anticipated have an estimated R-value ranging from 20 to 70. It has been our experience that on projects with utility construction the final subgrades are generally a mix of soils excavated from the trenches. Also, lean clay was present in the subgrade at some locations, as such, we used an R-value of 20 for our design. Being traffic counts were not provided to us, we have assumed that the volume and distribution of vehicles using these roadways will have 20-year flexible Equivalent Single Axle Loads (ESAL's) less than 75,000. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 6 Based on MnDOT's FlexPave excel design utilizing granular equivalent charts, we recommend the pavement sections indicated below in Table 4. Table 4: Recommended Flexible Pavement Section Section Thickness (inches) Granular Equivalent Bituminous Course, MnDOT 2360 2 4.5 Bituminous Course, MnDOT 2360 1 1/2 3.38 Aggregate Base, MnDOT 3138 (Class 5, 5Q, or 6 6 6 Subgrade Preparation, MnDOT 2111 Yes - TOTAL 1 9 'h 13.88 Within several years after initial paving, some thermal shrinkage cracks will develop. We recommend routine maintenance be performed to improve pavement performance and increase pavement life. Pavement should be sealed with a liquid bitumen sealer to retard water intrusion into the base course and subgrade. Localized patch failures may also develop where trucks or buses turn on the pavement. When these occur, they should be cut out and patch repaired. 4.6 Optional Frost Free Pavement Design Subgrade soils consisting of sand and sand with silt are generally considered negligible to low frost free characteristics. However, soils that contain higher percentages of fines (silt/clay particles) such as silty sand and lean clay were encountered in our borings and may be encountered in the pavement subgrades. It is our opinion, that the use of a non-frost susceptible sand cushion will provide a more stable and uniform subgrade which will help reduce the effects of differential frost heave. In our opinion, placement of an additional 20 inches of select granular fill below the Class 5 Aggregate Base should generally provide for a non-frost susceptible subgrade. It should be noted that any sand cushion placed below the pavement section will provide positive benefits for reduced potential frost heave. The owner should evaluate the costs and benefit of this option. Drainage of the sand cushion will be necessary. The sand may be daylighted to adjacent ditches. If daylighting is not possible, drain tile wrapped in a sock should be placed at the base of the sand cushion and tied into catch basins. We recommend the sand cushion contain a select granular sand with less than 12% passing the#200 sieve. Alternately, a 3 inch minus rock fill could be placed instead of a select granular sand. For transitioning the thickness of the sand subbase along the profile of the roadway, we recommend the thickness have a longitudinal taper of no steeper than 10H:1 V. A taper of 4H:1 V can be used perpendicular to the centerline for cross street/driveway connections. The placement of the sand subbase should extend slightly beyond the outer edge of the curbs to maintain subgrade uniformity for frost movement. 4.7 Construction Considerations Good surface drainage should be maintained throughout the work. Under no circumstances should fill be placed into standing water. Soil corrections at this site for pavement subgrades may not be continuous in all areas. We recommend tapering the fills back to native soils at a ten to one (10:1) slope. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 7 4.8 Construction Safety All excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P "Excavations and Trenches". This document states that excavation safety is the responsibility of the contractor. Reference to this OSHA requirement should be included in the job specifications. The responsibility to provide safe working conditions on this site, for earthwork, building construction, or any associated operations is solely that of the contractor. This responsibility is not borne in any manner by WSB. 4.9 Cold Weather Construction It is our understanding that construction is unlikely to occur during the winter months. However, if the construction does continue into the winter months we recommend the following guidelines. Only unfrozen fill should be used. Placement of fill must not be permitted on frozen soil. 4.10 Field Observation and Testing The soil conditions illustrated on the Logs of Test Borings in AppendixA are indicative of the conditions only at the boring locations. For this reason, we recommend that all excavations at this site be observed by a geotechnical engineer or technician prior to fill or backfill placement or construction of any structural elements to determine if the soils are capable of supporting the fill backfill and/or structural loads. These observations are necessary to judge if all unsuitable materials have been removed from within the planned construction area and an appropriate degree of lateral oversize has been provided. WSB also recommends a representative number of field density tests be taken in all engineered fill and backfill placed to aid in judging its suitability. Fill placement and compaction should be monitored and tested to determine that the resulting fill and backfill conforms to specified density, strength or compressibility requirements. Prior to use, any proposed fill and backfill material should be submitted to the WSB laboratory for testing to verify compliance with recommendations and project specifications. Dynamic Cone Penetrometer(DCP)tests can be completed in the aggregate base in lieu of density testing. We recommend following MnDOT Specification 2211.3.D.2.c. WSB would be pleased to provide the necessary field observation, monitoring and testing services during construction. 4.11 Plan Review and Remarks The observations, recommendations and conclusions described in this report are based primarily on information provided to WSB, obtained from our subsurface exploration, our experience, several necessary assumptions and the scope of service developed for this project and are for the sole use of our client. We recommend that WSB be retained to perform a review of final design drawing and specifications to evaluate that the geotechnical engineering report has not been misinterpreted. Should there be any changes in the design or location of the structures related to this project or if there are any uncertainties in the report we should be notified. We would be pleased to review any project changes and modify the recommendations in this report (if necessary) or provide any clarification in writing. The entire report should be kept together; for example, boring logs should not be removed and placed in the specifications separately. The boring logs and related information included in this report are indicators of the subsurface conditions only at the specific locations indicated on the Soil Boring Exhibit and times noted on the Logs of Test Boring sheets in AppendixA. The subsurface conditions, including groundwater levels, at other locations on the site may differ significantly from conditions that existed at the time of sampling and at the boring locations. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 8 The test borings were put down by WSB solely to obtain indications of subsurface conditions as part of a geotechnical exploration program. No services were performed to evaluate subsurface environmental conditions. WSB has not performed any observations, investigations, studies or testing that is not specifically listed in the scope of service. WSB shall not be liable for failing to discover any condition whose discovery required the performance of services not authorized by the Agreement. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 9 5. STANDARD OF CARE The recommendations and opinions contained in this report are based on our professional judgment. The soil testing and geotechnical engineering services performed for this project have been performed with the level of skill and diligence ordinarily exercised by reputable members of the same profession under similar circumstances, at the same time and in the same or a similar locale. No warranty, either express or implied, is made. Geotechnical Report 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 Page 10 APPENDIX A Soil Boring Exhibit Log of Test Borings Symbols and Terminology on Test Boring Log Notice to Report Users Boring Log Information Unified Soil Classification Sheet (USCS) Geotechnical Report Appendix A 2020 PMP Street Improvements Arden Hills,Minnesota WSB Project No.014297-000 SYMBOLS AND TERMINOLOGY ON TEST BORING LOG w Cs b SYMBOLS Drilling and Sampling Laboratory Testing Symbol Description Symbol Description HSA 3 1/4"LD.Hollow Stem Auger MC Moisture content,%(ASTM D2216) FA Flight Auger DD Dry Density,pcf HA Hand Auger LL Liquid Limit(ASTM D4318) RC Size A,B,or N rotary casing PL Plastic Limit(ASTM D4318) CS Continuous split barrel sampling DM Drilling Mud -Inserts in last column JW Jetting Water SB 2"O.D.split barrel sampling Qu Unconfined compressive strength,psf(ASTM D2166) _L 2 1/2"or 3 1/2"OD split barrel liner sampler Pq Penetrometer Reading,tsf(ASTM D1558) _T 2"or 3"thin walled tube sample Ts Torvane Reading,is W Wash sample G Specific Gravity(ASTM D854) B Bag sample SL Shrinkage limits(ASTM D427) P Test Pit sample OC Organic Content(ASTM D2974) _Q BQ,NQ,or PQ wire line system SP Swell Pressure,tsf(ASTM D4546) _X AN,BX,or NX double tube barrel PS Percent swell under pressure(ASTM D4546) N Standard penetration test,blow per foot FS Free swell,%(ASTM D4546) CR Core recovery,percent SS Shrink swell,%(ASTM D4546) WL Water level pH n/a no measurement recorded SC Sulfate content,parts/million or mg/1 CC Chloride content,parts/million or mg/1 C One dimensional consolidation(ASTM D2435) Qc Triaxial compression(ASTM D2850 and D4767) DS Direct Shear(ASTM D3080) K Coefficient of permeability,cm/sec(ASTM D2434) P Pinhole Test(ASTM D4647) DH Double hydrometer(ASTM D4221) MA Particle size analysis(ASTM D422) R Laboratory electreical resistivity,ohm-cm(ASTM G57) VS Field vane shear(ASTM D2573) RQD Rock quality designation,percent IR Infiltration Test(ASTM D3385) TERMINOLOGY Particle Sizes Soil Layering and Moisture Type Size Range Term Visual Observation Boulders >12" Lenses Small pockets of different soils Cobbles 3"-12" Lamination <1/4"thick stratum Coarse gravel 3/4"-3" Layer 1/4"- 12"thick stratum Fine gravel #4 sieve-3/4" Stratified Altering lenses of varying materials or colors Coarse sand #4 sieve-#10 sieve Varved Altering laminations of clay,silt,fine sand,or colors Medium sand #10 sieve-#40 sieve Dry Powdery,no noticeable water Fine sand #40 sieve-#200 sieve Moist Damp,below saturation Silt 100%passing#200 sieve,and>0.002mm Wet MC above plastic limit Clay 100%passing#200 sieve,and<0.002mm Waterbearing Pervious soil below water table Saturated Cohesive soil with MC above liquit limit Gravel Content Standard Pentration Resistance(N-value) Coarse-Grained Soils Fine-Grained Soils Cohesionless Soils Cohesive Soils %Gravel Description %Gravel Description N-Value Relative Density N-Value Consistency 2-15 A little gravel 2-5 Trace of gravel 0-4 Very loose 0-4 Very soft 16-30 With gravel 5-15 a little gravel 5- 10 Loose 5-8 Soft 31-49 Gravelly 16-30 with gravel 11-30 Medium dense 9-15 Firm 31-49 Gravelly 31-50 Dense 16-30 Hard >50 Very dense >30 Very hard NOTICE TO REPORT USERS BORING LOG INFORMATION ws b Subsurface Profiles The subsurface stratification lines on the graphic representation of the test borings show an approximate boundary between soil types or rock. The transition between materials is approximate and is usually far more gradual than shown. Estimating excavation depths, soil volumes, and other computations relying on the subsurface strata may not be possible to any degree of accuracy. Water Level WSB&Associates,Inc. took groundwater level readings in the exploratory borings,reviewed the data obtained, and discussed its interpretation of the data in the text of this report. The groundwater level may fluctuate due to seasonal variations caused by precipitation, snowmelt,rainfalls,construction or remediation activities, and/or other factors not evident at the time of measurement. The actual determination of the subsurface water level is an interpretive process. Subsurface water level may not be accurately depicted by the levels indicated on the boring logs. Normally, a subsurface exploration obtains general information regarding subsurface features for design purposes. An accurate determination of subsurface water levels is not possible with a typical scope of work. The use of the subsurface water level information provided for estimating purposes or other site review can present a moderate to high risk of error. The following information is obtained in the field and noted under"Water Level Measurements" at the bottom of the log. Sample Depth: The lowest depth of soil sampling at the time a water level measurement is taken. Casing Depth: The depth to the bottom of the casing or hollow stem auger at the time of water level measurement. Cave-in Depth: The depth at which a measuring tape stops in the bore hole. Water Level: The point in the bore hole at which free-standing water is encountered by a measure device from the surface. Obstruction Depths Obstructions and/or obstruction depths may be noted on the boring logs. Obstruction indicates the sampling equipment encountered resistance to penetration. It must be realized that continuation of drilling,the use of other drilling equipment or further exploration may provide information other than that depicted on the logs. The correlation of obstruction depths on the log with construction features such as rock excavation,foundation depths,or buried debris cannot normally be determined with any degree of accuracy. For example,penetration of weathered rock by soil sampling equipment may not correlate with removal by certain types of construction equipment. Using this information for estimating purposes often results in a high degree of misinterpretation. Accurately identifying the obstruction or estimating depths where hard rock is present over the site requires a scope of service beyond the normal geotechnical exploration program. The risk of using the information noted on the boring logs for estimating purposes must be understood. WS UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART LABORATORY CLASSIFICATION CRITERIA COARSE-GRAINED SOILS (more than 50%of material is larger than No.200 sieve size.) Clean Gravels{Less than 6%fines D D &GW Well-graded gravels,gravel-sand GW Cu= DG0 greater than 4;C = D %� between 1 and 3 GRAVELSmixtures,little or no flnes10 10 60 More than 50% Poody-graded gravels,gravel-sand of coarse mixtures,little or no fines GP Not mee ling all gradation requirements for GW fraction larger Gravels with fines Mare than 121I tines than Mo.4 sieve size !GIMA Silty gravels,gravel-sand-silt mixtures GM Atterbarg limitsbelow"A"line or P.I.less than 4 pbave"A"tins with P.l.6ekween 4 and 7 are borderline cases Clayey gravels,gravel Silty GC Atterherg limits above"A" requiring use of dual symbols mixtures line with R1,greater than 7 I Glean Sands Less than 5%fines D D 3n SW Welt graded sands,gravelly sands, SW Cu= D greater than 4;Cc= D x D between 1 and 3 little or no fines 10 1ta fi0 SANDS 50%or more Sp Poorly graded sands,gravelly sands, of coarse Itille or no fines Sp Not meeting all gradation requirements for GW fraction smaller Sands with flnes(Mare than 12%fines) than No.4 sieve size -,Sands Silty Sands,sand-At mixturesSilty sands,sand-silt mixtures SM Atterberg limits below"A" Limits plotting in shaded zone line or P.I,less than 4 with P.I.between 4 and 7 are ''''" Atterberg limits above"A" borderline cases requiring use 'r SC Clayey sands,sand-clay mixtures SC of dual symbols, line with P.I.greater than 7 FINE-GRAINED SOILS (50% or more of material is smaller then No.200 slave size,) Determine percentagesof sand and gravel from grain-size curve. Depending on percentage of fines(fraction smaller than Mo.200 sieve size), Inorganic silts and very fine sands,rock coarse-grained soils are classified as follows: SILTS ML flour,silty of clayey tine sands or clayey Less than 5 percent . .................. ,...,......GW,GP,SW,SIP silts with slight plast€city More than 12 percent;;.:. .;:, .. ............ GM,GC,SM,SG AND CLAYS n Inorganic clays of Saw to medium 5 to 12 percent...... . Borderline cases requiring dual symbols ;.a, Liquid limit -': CL plasticity,gravelly clays,sandy clays, less than '5: silly clays,teen clays PLASTICITY CHART 50% OL Organic silts and organic silty clays of 60 low plasticily Inorganic silts,mioaceous or a 50 CH MH diatomaceous line sandy or silty soils, SILTS elastic sills u 40 A LINE; AND 30 Pl a 0 73(LL-20) CLAYS CH Inorganic.clays of high plasticity,fat CL MhI I OH Liquid limit clays 50% c) 20 or greater J r OFt Organic clays of medium to high 10 plasticity,organic silts ML&OL HIGHLY 00 10 20 30 40 50 60 70 80 90 100 ORGANIC PT Peal and other hlgMy organic soils LIQUID LIMIT(LL)(°A) SOILS a,, Document Path:K:\014297-000\GIS\Maps\Soil Boring Exhibit\2020PMPSoilBoring.mxd Date Saved:9/3/2019 8:09:43 AM rg 4 f CO {. Cf) 1012 LO LO . 7 ' ' CL CLO •' •may.: r` ._ _ e:. 4 4-1 ti � 'II .. .w.r r" �'-, �.'.• of Cq COL E I- W ,.x a o m Q U � 0 04 '-: FCL O ti o 1.4 4. rr— r y * .. �4 jar ... r Fr r° Y `y �' � L '•. . Mp t 'A , i� 4; F¢'• i AAL 21 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-I CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft) ORIGIN _Q YP No. 0 65 13 x x 4"BITUMINOUS over 7"AGGREGATE BASE Pavement Section x x x x x x 1 SAND WITH SILT,fine grained,dark brown,moist SP-SM Fill HSA 1 2 SB 2 6 6 : 3 4 HSA a c� J 5 SAND WITH SILT,fine grained,brown,moist,loose SP-SM Lacustrine O SB 3 7 a Y Q O 6 W 0 a HSA a 0 N 0 7 F Z_ U' U W o SB 4 5 :s F 8 U U W o LEAN CLAY,with sand lenses,brown,moist,firm CL Uj 0 9 HSA N V O_ Y 0 m 10 rn SB 5 9 v 0 c� m 11 End of Boring 11.0 ft. 0 WATER LEVEL MEASUREMENTS START: 6/19/2019 END: 6/19/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/19/2019 11 9.5 None 3 1/4"HSA 0'-9.5' Notes: U W F O W 0 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-2 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft) ORIGIN _Q YP No. 0 7,5 15 x x 3 1/2"BITUMINOUS over 6"AGGREGATE BASE Pavement Section x x x x x 1 SILTY SAND,fine grained,dark brown,moist SM Fill HSA 1 2 SB 2 6 6 3-SAND WITH SILT,and silt lenses,fine grained,brown, SP-SM moist 4 HSA a c� J a 5 D 0 SB 3 10 io Y O 6 0 tY a HSA a O 0 7 z c� x U F o SB 4 11 it F 8 U W O LU 0 9 HSA N V O_ Y 0 m O 10 LEAN CLAY,with sand lenses,brown,moist,firm CL Lacustrine SB 5 9 9 0 c� m 11 End of Boring 11.0 ft. 0 WATER LEVEL MEASUREMENTS START: 6/19/2019 END: 6/19/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/19/2019 11 9.5 7.5 None 3 1/4"HSA 0'-9.5' Notes: U W F O w c� LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-3 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft) ORIGIN _Q YP No. 0 7,5 15 x x 4 1/2"BITUMINOUS over 5"AGGREGATE BASE Pavement Section x x x x x 1 SAND,fine grained,brown,moist,loose SP Lacustrine HSA 1 2 SB 2 9 9 3 4 HSA SAND WITH SILT,fine grained,brown,moist,loose to SP-SM medium dense a c� J a 5 U) o SB 3 11 i a Y Q 6 W 0 lY Q a HSA a 0 N 0 7 Z_ U' U W F W SB 4 11 it F 8 U W F O w c� 0 9 HSA N V O_ Y 0 m �° 10 rn SB 5 8 s 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/19/2019 END: 6/19/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/19/2019 11 9.5 7 None 3 1/4"HSA 0'-9.5' Notes: U W F O W 0 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-4 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft) ORIGIN _Q YP No. 0 7,5 15 x x 4 1/2"BITUMINOUS over 7"AGGREGATE BASE Pavement Section x x x x x x 1 x HSA 1 SILTY SAND,fine grained,brown to dark brown,moist SM Fill 2 SB 2 6 6 3 4 HSA SAND,with silt lenses,fine grained,brown,moist,loose SP Lacustrine to medium dense J U) 5 0 SB 3 11 i Y Q 6 W 0 lY Q a HSA a 0 N 0 7 F Z_ U' U W o SB 4 11 u 8 U U W F O w c� 0 9 HSA 0 Y 0 m 10 rn SB 5 7 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 7 None 3 1/4"HSA 0'-9.5' Notes: U W F O W 0 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-5 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft� ORIGIN _Q YP No. 0 75 15 x x 4"BITUMINOUS over 7"AGGREGATE BASE Pavement Section x x x x x x 1 SILTY SAND,fine grained,dark brown to brown,moist SM Fill HSA 1 2 SB 2 10 io 3 4 HSA a c� J a 5 0 SB 3 11 i Y O 6 0 lY a HSA a o 0 7 z c� x U � LEAN CLAY,with sand lenses,brown,wet,very soft to CL Lacustrine 0 soft SB 4 3Uj 3 F 8 U W O 0 0 9 HSA N V O_ Y 0 m 10 rn SB 5 6 6 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 5.5 None 3 1/4"HSA 0'-9.5' Notes: U W F O W 0 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-6 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft� ORIGIN _Q YP No. 19.5 21 x x 4"BITUMINOUS over 3"AGGREGATE BASE Pavement Section x x x SILTY SAND,fine grained,dark brown,moist SM Fill 1 HSA 1 2 SB 2 17 17 3 4 HSA a c� J a 5 D o SB 3 11 Y O 6 0 tY a HSA a o 0 7 z c� x O F o SB 4 6 8 LEAN CLAY,with sand lenses,brown and gray,wet, CL Lacustrine i very soft w O Uj 0 9 HSA N V O_ Y 0 m 10 rn SB 5 4 :q 0 c� m 11 End of Boring 11.0 ft. 0 WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 4.5 None 3 1/4"HSA 0'-9.5' Notes: O W F O W c3 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-7 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft� ORIGIN _Q YP No. 0 55 x x 5"BITUMINOUS over 4"AGGREGATE BASE Pavement Section x x x x SAND WITH SILT,mixed with some clay,brown,moist SP-SM Fill 1 HSA 1 2 SB 2 6 3 4 HSA a c� J a 5 D 0 SB 3 7 i � LEAN CLAY,with sand lenses,brown and gray,moist CL Lacustrine i to 7 feet then wet,very soft to soft O 6 0 Ir a HSA a O 0 7 z c� x U F W SB 4 2 2 F 8 U W O W 0 9 HSA N V O_ Y 0 m 10 rn SB 5 5 s 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 4.5 None 3 1/4"HSA 0'-9.5' Notes: U W F O W 0 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-8 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft) ORIGIN _Q YP No. 0 7,5 15 x x 3 1/2"BITUMINOUS over 4"AGGREGATE BASE Pavement Section x x x x LEAN CLAY,mixed with sand,brown,moist CL Fill 1 HSA 1 2 SB 2 4 a 3 4 HSA a c� J U 5- SAND WITH SILT,fine grained,brown,moist SP-SM O SB 3 11 ai Y O 6 0 tY a HSA a O 0 7 z c� x U F W SB 4 9 :9 F 8 U W O 0 0 9 HSA N V O_ Y r O 10 SAND,fine grained,brown,moist,loose SP Lacustrine SB 5 7 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 7 None 3 1/4"HSA 0'-9.5' Notes: U W F O W c3 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-9 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft) ORIGIN _Q YP No. 0 12 x x 4"BITUMINOUS over 9"AGGREGATE BASE Pavement Section x x x x x x 1 x x HSA 1 SAND WITH SILT,fine grained,brown,moist SP-SM Fill 2 SB 2 8 s 3 4 HSA a c� J a 5 D 0 SB 3 7 Y O 6 0 tY a HSA a O 0 7 LU c� x U F W SB 4 4 a F 8 U W O 0 0 9 HSA N V O_ Y r� O 10 LEAN CLAY,with sand lenses,brown,moist,very soft CL Lacustrine SB 5 2 ? 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 8 None 3 1/4"HSA 0'-9.5' Notes: U W F O w 0 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-10 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft) ORIGIN _Q YP No. 0 6,5 13 x x 3"BITUMINOUS over 7"AGGREGATE BASE Pavement Section x x x x x 1 LEAN CLAY,mixed with sand,brown,moist CL Fill HSA 1 2 SB 2 4 :4 3 4 HSA a c� J a 5 D 0 SB 3 4 a Y O 6 0 tY a HSA a O z 7 LEAN CLAY,with sand lenses,brown and gray,moist, CL Lacustrine c� soft to firm U F W SB 4 6 6 F 8 U W O W 0 9 HSA N V O_ Y r� 10 rn SB 5 9 v 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 3 None 3 1/4"HSA 0'-9.5' Notes: U W F O W (3 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-I I CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft) ORIGIN _Q YP No. 0 55 x x 3 1/2"BITUMINOUS over 7"AGGREGATE BASE Pavement Section x x x x x x 1 SAND WITH SILT,fine grained,brown to dark brown, SP-SM Fill HSA 1 moist 2 SB 2 6 3 4 HSA a c� J a 5 D 0 SB 3 7 i Y O 6 0 tY a HSA a O z 7 SILTY SAND,fine grained,dark brown,moist SM c� U F W SB 4 5 s F 8 U W O 0 9 HSA SAND WITH SILT,fine grained,moist,very loose SP-SM Lacustrine N V O_ Y r ro 10 rn SB 5 4 4 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 6.5 None 3 1/4"HSA 0'-9.5' Notes: U W F O W c� LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-12 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft� ORIGIN _Q YP No. 0 45 9 x x 3"BITUMINOUS over 6"AGGREGATE BASE Pavement Section x x x x x SAND WITH SILT,fine to medium grained,with clay SP-SM Fill 1 chunks,brown,moist to wet HSA 1 2 SB 2 4 3 4 HSA a c� J a 5 D 0 SB 3 2 i Y Q 0 6 LEAN CLAY,with sand lenses,gray to brown,wet,very CL Lacustrine a soft to soft a HSA a o 0 7 Uj c� x U F W SB 4 3 J F 8 U W O W 0 9 HSA N V O_ Y r� 66 10 rn SB 5 5 5 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 4.5 None 3 1/4"HSA 0'-9.5' Notes: U W F O W 0 LOG OF TEST BORING ws b PROJECT NAME: 2020 PMP/Arden OaksNarious PL PROJECT LOCATION: Arden Hills,MN BORING NUMBER PB-13 CLIENT/WSB#: 014297-000 PAGE 1 OF 1 DEPTH o SA PLE N-Value Plot DESCRIPTION OF MATERIAL USCS GEOLOGIC .a g� N w (ft) ORIGIN _Q YP No. 0 7,5 15 x x 3 1/2"BITUMINOUS over 5"AGGREGATE BASE Pavement Section x x x x SAND WITH SILT,fine grained,brown,moist SP-SM Fill 1 HSA 1 2 SB 2 9 9 3- 4- SILTY SAND,fine grained,brown,moist SM HSA a c� J a 5 D o SB 3 11 i Y O 6 0 tY a HSA a O 0 7 z c� x O F o SB 4 4 a 8 LEAN CLAY,with sand lenses,brown,moist,very soft CL Lacustrine i to firm W O W 0 9 HSA N V O_ Y r 66 10 rn SB 5 10 to 0 c� m 11 End of Boring 11.0 ft. o WATER LEVEL MEASUREMENTS START: 6/20/2019 END: 6/20/2019 a z SAMPLED CASING CAVE-IN WATER WATER Crew Chief: Logged By: U DATE TIME DEPTH DEPTH DEPTH DEPTH ELEVATION METHOD R.Kurth DEH i 6/20/2019 11 9.5 3 None 3 1/4"HSA 0'-9.5' Notes: O W F O W 0 Appendix C: Pavement Forensic Study WSO Memorandum To: Todd A. Blomstrom, PE From: Andrea Blanchette, PE Tom Wood Sheue Torng Lee Date: May 6, 2020 Re: 2021 Pavement Management Program (PMP) Areas Forensic Report City of Arden Hills WSB Project No. 016064-000 75; WSB is pleased to submit this pavement forensics report detailing the results of the pavement 0 coring which was completed on May 4, 2020 in the City of Arden Hills. The various characteristics 0 of the pavement cores were summarized to provide information to the City to assist in W determining the appropriate pavement maintenance or rehabilitation method. M U) A total of 10 pavement cores were obtained within the 2021 PMP areas. The locations of the pavement cores are summarized in Figure 1 and Figure 2. A summary of the pavement depths 0 0 and conditions for the streets are shown in Table 1. Pictures of the cores obtained can be found CO in the Appendix. LO M LO LO LO vi J 0 a Q w Z Z 0 0 M W H U) U) W Z) Z W Q Q Z W X 0 � ,.� _ �i � �•,��lit � .., I r g 04 • CN t • C .. V. F'� jCL • •) �- • • 2 0- t r � I Go U cli MA • _,'+,-_ ® Vj - ' • CN CO • 2 • Todd Blomstrom, PE May 6, 2020 Page 4 Table 1. Pavement core location and information. Bituminous Aggregate Recommended Core ID Street Depth Depth Maintenance Notes 3 (inches) (inches) Activity Core was in fair condition and it started showing signs of Jerrold deterioration, losing fines and 1 Avenue 6.5 3 ' binder. The top lift was 2.5 inches. Subgrade material was found to be sand with clay. Core was in fair condition and it started showing signs of 2 4.25 7.75 ' deterioration, losing fines and binder. The top lift was 1.5 inches. Full Depth Core was in poor condition 3 4 8 ' Reclamation showing delamination and (FDR) deterioration. The top lift was 1.5 inches. Edgewater Core was in fair condition and Avenue it started showing signs of 4 4 8 ' deterioration, losing fines and binder. The top lift was 1.75 inches. Core was in very poor 5 5 8 ' condition and it was disintegrated. Core was in poor condition 6 6.75 71 showing delamination and deterioration. The top lift was 1.5 inches. 7 6 7Z 8 Lake 5.25 7 z All the cores were in good Valentine FDR condition with a top lift of 2 9 Road 5.5 7 Z inches. 10 5 9Z 'Aggregate material was observed to be limestone along Jerrold Avenue and Edgewater Avenue. Z Aggregate material was observed to be recycled Class 5 along Lake Valentine Road. 3 Subgrade material was observed to be sand at all core locations (excluding Core 1). Todd Blomstrom, PE May 6, 2020 Page 5 Summary and Recommendations Jerrold Avenue and Edgewater Avenue The cores obtained along Jerrold Avenue and Edgewater Avenue had bituminous depths ranging from 4 inches to 6.75 inches, with at least 3 inches of underlying aggregate base. All the cores were in fair to poor condition, exhibiting distresses such as delamination or deterioration. Due to the poor condition of the cores, it is recommended to perform a full depth reclamation (FDR). This rehabilitation method would remove all the existing distresses, and re-blend the bituminous and a portion of the aggregate as a base to re-pave over, essentially creating a new roadway section. Another alternative is to perform a full depth bituminous removal and replacement on these roadways. This type of pavement preservation would also completely remove the crack pattern within the existing pavement. Lake Valentine Road Four cores obtained along Lake Valentine Road had bituminous thicknesses from 5 inches to 6 inches, with a top lift of 2 inches. All the cores were observed to be in good condition. The surface of the street was observed to be in good condition with low severity cracking. There was at least 7 inches of underlying aggregate base, which was found to be recycled material. The recycled material may be the root cause of the formation of the cracking pattern as well as the tenting of the transverse cracks. It is recommended to perform an FDR as a long-term fix on Lake Valentine Road. By grinding the existing bituminous together with the underlying recycled material, this rehabilitation method will help to mitigate the crack pattern from surfacing through the new bituminous pavement. Todd Blomstrom, PE May 6, 2020 Page 6 Appendix 2021 PMP Areas Coring Pictures Todd Blomstrom, PE May 6, 2020 Page 7 Core 1 (Jerrold Avenue) 5 s; �h� N N A N N � w c i k� Todd Blomstrom, PE May 6, 2020 Page 8 Core 2 (Edgewater Avenue) VA kit �K- ^k. y•, Lt fr S¢ �k' I Todd Blomstrom, PE May 6, 2020 Page 9 Core 3 (Edgewater Avenue) �i � r r ' 3 FF Todd Blomstrom, PE May 6, 2020 Page 10 Core 4 (Edgewater Avenue) r i b _ T t� i j:.{'y ��r k� y� ' Ste• `!. 5y. 1 R ,fir.` Todd Blomstrom, PE May 6, 2020 Page 11 Core 5 (Edgewater Avenue) x� z, Todd Blomstrom, PE May 6, 2020 Page 12 Core,}.6 (Edgewater Avenue) r.12 Ot a � "u 11 1 P 1 �b � aF�dan�.�' o• �, fir*-�' � ; '"� 5� t � e "1 �.r f *- Todd Blomstrom, PE May 6, 2020 Page 14 Core 8 (Lake Valentine Road) i � I 6 � � I i. i 299 s j0 f .�ya .ems J a r f .�ya .ems J a � A r Appendix D: Street Typical Sections INPLACE INPLACE R/W R/W 60' RESIDENTIAL STREET (B) (A) (A) (B) I D412 PROFILE D412 6" TOPSOIL & or GRADE or 6" TOPSOIL & SEED/SOD B618 B618 SEED/SOD 2.0%MIN _ C&G 2�-0% 2.0% C&G 2�%MIN N 10 STORM SEWER (3.5' MIN DEPTH) 10 PRIVATE PRIVATE UZONEY 1 0 O SANITARY DEPTH) (7 5 TERMAINMIN INSET 1 0 UTILITY DRAIN TILE ® DRAIN TILE INSET A 10' 10' MIN MIN 7 2.0 TYPE Sp I 12.5 WEARNG COURSE MIXTURE(SPWEB440F) 2.0" TYPE Sp 12.5 WEARNG COURSE MXTURE SPWEB440F 8.0"AGGREGATE BASE,CLASS 5(Cv) STREET DIMENSIONS GRADING GRADE 12.0"SELECT GRANULAR MATERIAL(NOTE 3) STREET NAME (A) (B) INSET INSET B JERROLD AVE(W) 14'—O" 16,-0" B JERROLD AVE (E) 14'—O" 16,-0" A EDGEWATER AVE 16'-0" 14'-0" B GLEN PAUL AVE 18'-0" 12'-0" A .0 I I TYPE Sp 12.5 WEARING COURSE MIXTURE(SPWEB440F) PRIOR AVE 16'-0" 14'-0" A W2GRADING .0. TYPE SP 12.5 WEARNG COURSE MXTURE(SPWEB440F) 0"RECYCLED AGGREGATE BASE,CLASS 7 GRADE TYPICAL RESIDENTIAL STREET SECTION NOTES: 1. STREET PAVEMENT SECTION SHALL BE DESIGNED BY A QUALIFIED ENGINEER BASED ON ACTUAL SOIL CONDITIONS. THE PAVEMENT SECTION (INSET A) REPRESENTS THE MINIMUM SECTION ALLOWED. 2. PAVEMENT DESIGN CRITERIA MINIMUM SHALL INCLUDE THE FOLLOWING: 1000 ADT, 20 YEAR LIFE, 2% GROWTH. 3. INCORPORATION OF GRANULAR SUBBASE AND SUBDRAINS SHALL BE BASED ON GEOTECHNICAL ENGINEERING RECOMMENDATION. 4. B618 CURB AND GUTTER SHALL BE PLACED AROUND RADII AND ADJACENT TO STORM SEWER CATCH BASINS. 5. PRIVATE UTILITIES AND IRRIGATION SHALL NOT BE PLACED UNDER THE ROADWAY SECTION EXCEPT FOR CROSSINGS IN LOCATIONS APPROVED BY THE CITY ENGINEER. 6. REFER TO ARDEN HILLS DESIGN STANDARDS MANUAL FOR ADDITIONAL REQUIREMENTS RELATED TO ROADWAY PROFILES, CURVATURE INTERSECTIONS ETC. 7. MAINTAIN EXISTING STREET WIDTHS FOR RECONSTRUCTION PROJECTS. 8. TOPSOIL SHALL MEET MNDOT SPEC 3877 FOR PULVERIZED TOPSOIL. REVISION PUBLISHED: 4/30/19 TYPICAL RESIDENTIAL STREET SECTION WITH CURB & GUTTER PLATE NO. 2003A INPLACE INPLACE R/W R/W 60' RESIDENTIAL STREET (B) (A) (A) (B) I 6" TOPSOIL & PROFILE 6" TOPSOIL & SEED/SOD GRADE SEED/SOD 2.0%MIN _ 2�_0% 2.07 2� 0%MIN N 10 STORM SEWER (3.5' MIN DEPTH) 10 PRIVATE PRIVATE UZONEY 1 0 O SANI MINTY SEER DEPTH) (7 5 TERMAINMIN' INSET1 0 UTILITY DRAIN TILE 0 DRAIN TILE INSET A 10' 10' MIN MIN 7 2.0 TYPE Sp 12.5 WEARING COURSE MIXTURE(SPWEB440F) 2.0" TYPE Sp 12.5 WEARNG COURSE MXTURE SPWEB440F 8.0"AGGREGATE BASE,CLASS 5(Cv) STREET DIMENSIONS GRADING GRADE 12.0"SELECT GRANULAR MATERIAL(NOTE 3) STREET NAME (A) (B) INSET INSET B JERROLD AVE(W) 14'-O" 16,-0" B JERROLD AVE (E) 14'-O" 16,-0" A EDGEWATER AVE 16'-0" 14'-0" B GLEN PAUL AVE 18'-0" 12'-0" A .0 I I TYPE Sp 12.5 WEARING COURSE MIXTURE(SPWEB440F) PRIOR AVE 16'-0" 14'-0" A W2GRADING .0. TYPE SP 12.5 WEARNG COURSE MXTURE(SPWEB440F) 0"RECYCLED AGGREGATE BASE,CLASS 7 GRADE TYPICAL RESIDENTIAL STREET SECTION NOTES: 1. STREET PAVEMENT SECTION SHALL BE DESIGNED BY A QUALIFIED ENGINEER BASED ON ACTUAL SOIL CONDITIONS. THE PAVEMENT SECTION (INSET A) REPRESENTS THE MINIMUM SECTION ALLOWED. 2. PAVEMENT DESIGN CRITERIA MINIMUM SHALL INCLUDE THE FOLLOWING: 1000 ADT, 20 YEAR LIFE, 2% GROWTH. 3. INCORPORATION OF GRANULAR SUBBASE AND SUBDRAINS SHALL BE BASED ON GEOTECHNICAL ENGINEERING RECOMMENDATION. 4. B618 CURB AND GUTTER SHALL BE PLACED AROUND RADII AND ADJACENT TO STORM SEWER CATCH BASINS. 5. PRIVATE UTILITIES AND IRRIGATION SHALL NOT BE PLACED UNDER THE ROADWAY SECTION EXCEPT FOR CROSSINGS IN LOCATIONS APPROVED BY THE CITY ENGINEER. 6. REFER TO ARDEN HILLS DESIGN STANDARDS MANUAL FOR ADDITIONAL REQUIREMENTS RELATED TO ROADWAY PROFILES, CURVATURE INTERSECTIONS ETC. 7. MAINTAIN EXISTING STREET WIDTHS FOR RECONSTRUCTION PROJECTS. 8. TOPSOIL SHALL MEET MNDOT SPEC 3877 FOR PULVERIZED TOPSOIL. REVISION PUBLISHED: TYPICAL RESIDENTIAL STREET SECTION 4/30/19 WITHOUT CURB & GUTTER PLATE NO. 2003E Appendix E: Streets, Sanitary Sewer, Water and Drainage Improvements Map / A r ,i I y' y 17 AMRS • • 70 r r orLLJ I • i i '_ _ _ OA18 VNNVHOf 3)Itll" S w " O U ` A 0 " p � e " 0NR° _ o Om ° Oa O o = AA++ W O �1 N3nvaoiaa io� �+ - _ o k Q a p � w J O s �O V/Wn " " "" " w " " " cn " " " " " ° O " N 3AV ONV13A313 w■ � `V �C Q N +�+ ' o O ch ) Z Q 0 o I Z z r o a� a� L �I ^1 I.i I.i r N a� N a� 06 L d N 0 L E a a ® 'x w a� CL L r ,y c3 N m U) N N p V) N U) N z L N L N +� +� U) O O O cn O O O V! V! X 'X y CL CL CL y CL CL CL W W 0 0 0 O 0 O O O CL CL O O I I ° o o a a E O ° ° E ° o ° o o o � Ll 0 0° � c� ° El sr = . UP 7F N ° ° El El ° El E] ° El El qp Appendix F: Public Involvement Information -zSRQEN HILLS May 5, 2020 Subj ect: 2021 Pavement Management Program Dear Property Owner: On April 27, 2020, the Arden Hills City Council authorized a feasibility study for potential street and utility improvements in your neighborhood. The project is being considered for the 2021 construction season. The study area includes Prior, Glenpaul, Edgewater and Jerrold Avenue as well as the eastern portion of Lake Valentine Road as shown on the attached map. The feasibility study will evaluate the extent and costs for replacement or repairs to street pavement, water main, sanitary sewers and stormwater drainage infrastructure. During this evaluation process, City staff requests that residents within the study area complete the enclosed survey form to assist with determining needed improvements within your neighborhood. Residents within the project area are encouraged to visit the City's website to review additional study information as described on the back of this page. Due to challenges related to COVID-19, staff will be posting a recorded presentation describing project details by May 18, 2020 in lieu of holding a public open house meeting. Residents can contact city engineering staff by email or phone with any questions or comments related to potential street and utility improvements. After completing the feasibility report, staff will mail you additional information describing the schedule and future steps for recommended improvements within the 2021 Pavement Management Program project area. The City of Arden Hills would like to thank you in advance for your patience and cooperation with this process. Please complete and return the enclosed survey form by June 3, 2020. If you have any questions or comments, please contact David Swearingen at 651-792-7847 or email dswearingen@cityofardenhills.org. Sincerely, CITY OF ARDEN HILLS Todd Blomstrom, P.E. Public Works Director/City Engineer City of Arden Hills 1245 West Highway 96 • Arden Hills Minnesota 55112 Phone 651.634.5120 •Fax 651.634.5137 www.ci.arden-hills.rnn.us �. -AI�QEN HILLS Project We site £ Go To: www.cityofardenhills.org 2. Scroll down to Helpful Links on le side of page (blu e box) % Click on Road Construction Projects * Click on 2021 Pavement Management Pro gam Additional study in onnaton will be posted by May IR Project Area] � . | , b — Valentine : b } ; a ( � _ b - a �\ ` ■ \ -- �I Lake Jena . � ! — k � 3RHI 2021 P P City o Arden H A QUESTIONNAIRE Feasibility Study for Street and Utility Improvements Prior, Glenpaul, Edgewater, Jerrold and Lake Valentine Road This questionnaire will help the City of Arden Hills engineering staff to better understand the infrastructure needs and issues in your neighborhood. This survey can be returned by mail to: City of Arden Hills Public Works, 1245 West Highway 96, Arden Hills, MN 55112; by fax at 651-634-5137; or by email at: dswearingenkcityofardenhills.org. Please return this survey by June 3, 2020. You may also contact engineering staff at 651-792-7847 to discuss these issues. 1. Contact Information: Name: Address: Email Address: (Optional, allows city to send updates) Phone Number: (Optional) 2. Our televised sewer inspections will typically identify sanitary sewer services with moderate to severe root infiltration under the street. Have you experienced any problems with your sanitary sewer service, such as the line plugging, repairs, or having the sewer service cleaned out to the street?How often? 3. Improvements to the storm water drainage system are often needed as part of street reconstruction projects. Do you have a problem with drainage or flooding in the street,your yard, or your basement? 4. Do you experience problems relating to the water distribution system such as water pressure,taste,odor,or color at your home? (OVER) 5. Do you have a lawn irrigation (or sprinkler) system located within your property near the street? Please circle one: Yes No 6. Do you have a pet containment system (i.e. invisible fencing)within your front yard or near the street? Please circle one: Yes No 7. Do you have a sump pump in your basement? Please circle one: A. Yes,my sump pump runs frequently(at least once every day) B. Yes,my sump pump runs less frequently C. No, I do not have a sump pump or do not use my sump pump 8. Do you have concerns with the location or width of your driveway at the point that it connects to the street in front of your home? If yes,please described in Section 11 below. Please circle one: Yes No 9. Do you encountered problems with electric power,natural gas,telephone, or cable service at your home? If yes,please described in Section 11 below. Please circle one: Yes No 10. How do you prefer to receive information regarding future projects? Please circle one: A. Information sent by mail B. Information sent by email C. Access to project website 11. What other concerns, comments, and/or issues do you have pertaining to the streets and utilities in your neighborhood? Should you have questions or need more information,please contact City engineering staff at 651-792-7847. Please return by June 3, 2020 to: City of Arden Hills Engineering 1245 West Highway 96 Arden Hills, MN 55112 Fax: 651-634-5137 Email: dswearingen@cityofardenhills.org t t : \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \\\\\\ \ } 9 9 E E \ \\ \ \ \� \ \ \f 2 E \\i cr \ \ \\ \\ \\ \\\ \ \ \\ \ \ \} � \ . . \ . , \ \ \� \ \\ \ \; \\\ � \ \\ \ \ \\ 2 El ! / \ : : i \ \ ; \ \ \ \ ) \ E ; | ) \ t 2 2 L T5 T5 T5 T5 T5 T5 4 I E E O O cr cr F El a 2 E 2 2 2 v 1 2 2 2 T - - T5 9 9 T5 T5 Ea \ \ \ \ \ \ �\ \ . \ \� \\ \ \ cr E {\ \\ \ \\ \ \\ \\ { \ \ \\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ � \ � : \ \ \ ; \ \ } \ } - { : \ \ \ , \ ; \ ; El m E 2 2 T5 T5 T5 T5 T5 T5 9 T5 O O cr cr VI Elz I E Appendix G: Itemized Opinion of Probable Costs 0 a O M N O O (o O O O O O V N LO M 0 O O O O O O O O O W m LO r N O O 0 O O O co O O 0 V V M N V LO O M O CO O O O O V CO O O O O O Efl O 0 CO 0 0 0M 00 CO N 0 N O O V 0 69 N 69 O O M 69 O 7 W .0 0LO co 0 0 -0 M 69 M N CO N N I� 0 r 0 0 N T Co (0 0 CO 0 N_ U UH 69 _' co 69 69 M W 69 69 ' 69 UH UH UH CO r_ 69 LO co N N N 69 — 69 � 69 69 (D UH co Q a` 69 69 R O F 69 d I� W N N O O O O W W 0 O O O V 0 0 0 0 0 0 0 CO 0 I� m 0 m 0 0 0 O 0) O O O O y U 0 V V V M M O) LO 2 V O O O M O O O O N O O M LO LO Co I� M Co O I� O N O O O O N O) N 0) 0) N CO (o O) CO CO O O O M V O O O m 0 0 O I� T 0 O V V O I� O 0 0 co O 0 O O Efl M M M m V CO I� N M 0 co co V O) 0 N 0 N 0 0 O N 0 N 0 69 N ul CO M d N W 0 69 69 69 69 69 M V CO O V N M I� N T M LO V (o M (0 0) V (o V V U t,1 69 UH UH O O r 0 O M M M V V N .O CO 0) 69 69 V ul O Efl Efl 69 Efl Efl CO (o 69 Co N Efl I� de w a` � � � � E-C R d O cu N � Q CO V 0 0 0 0 0 0 N co LO O O O O O O O O O O O O O O O O O O O O O O O O O O y M V EH EH EH EH EH M M O O O O O O O O O O O O O O O O N O LO O 0 LO O O O O 070 _ O O O O O O O N O O O O O O O O m O O) O N O 0 O O O O C _0 LO LO 0 I� N 69 69 69 69 69 69 � 69 69 69 69 69 69 69 69 O 69 69 � 0 I� 69 69 UH U R Efl V Efl LO Co O) N CO V LO N p W 69 69 69 69 N 69 r N N U Efl N N N Efl M E >j N R N a F a) p N LLJ Q O O O O O O O O O O O O O O O O O O O O O O O O O LO O O O CO O O O O O O O O O O O O 0 MO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LO O LO (o O O O O -0 y O O O O O O O O M LO 0) O O O O V O O N O 0 0 0 0 0 0 0 0 � O) M N 0 O O O O O („� OO OO OCO O ON M M O O CO V 0 0 0 O O) O N LO 0 CO M N CO CO N 0 � N 0 N M p CO CO Co O 0 LM co N_ V O_ N 0 O_ 0 m N CO CO N M LO 0) M_ V (o t O d V N V V V CO LO N N (o V M N N V N N N LO O O M LO O V N I� N 0 -0M R N M N 0 01 F a O fl fl fl Oz O O O O O O O O O O O O O O O V V V LO O O O O O O O O O O LO O O O LO O O O O O pcu Z` O O O O O O O O O O O O O O O O O O O O O O O O O r O O O O O O O O N N O CO CO O CO O O O 0 0 0 O CO O O O LO V coV LO O O O N C O M M O N V N T O N V O CO O LO — I� V V V 0) M V N -O R O I� O O O V co O Co O_ LO CO O CO N_ (o O_ LO N 0 � CO CO LO CO OW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LO 0 0 0 0 0 0 0 00 0 0 0 0 0 0 O O O O N O O O O O O O O O O O O O O O O O O O O N LO LO O O I� 0 O O O O 0 0 O V O O M 0 V O CO M 0 N m 0 M N N V CO M CO N M 0 O M O O O O M M 00 LO N M LO CO CO Ln M CO CO co W f�.1 V N LO •�{/ d C ZV N i U) w w (zj (zj o 0 0 0 v o 0 0 o z v Q z o 0 o J z Q Q J z O O O O z Q > > > > O 0 0 0 0 (7 O O O O Q O O O z (n (n (n 0 ~ In In J J o J y r _ w m m ~ (7j � W z W Q = >— m ^+ < z z w Z � w O za Q OQ 0 Y/ w O w W N Q Q 0 Q d Q d m Q Y U) W � co LL 2'i X w 0 w Op > > z a z U D 0 w D 0 70 D w w Q p w O w z z Z Z QZ Z QZ W a m Y w F- O X W w 2 Y m O W t7 m w > w O w a 0 n w a c7 a _ a ( Lu O r (n m o zn JQ Q z O0 0 Q O Q O D D D Cl) m z 0 0 , 0 3:QZ ° O 0 w w w > Cl) j O maF- a m O WQLu Q W W S UUO m n O m W W W W Q W w Cl) o o o m IL z ll� z a > mzQ w OOaD z O 0 m QOz a z z o a Q n m OO OS S O z w w a pm O ro 0 Cl) p -w O m m w p w z W Q 0 Cl) OW o (7z w Q NzQ Q w w w w w z z 7 z w w O w O 0 J z O wK 0 0 0 a U) n a a 0 0 W z QQ m Os Q Z- Q mw a z O W (D > 0() O 0 0 (D ll� ( O z Q O n 7 J > () 0 0 ILa a a a a co co co O co a O M U) Q a Q m (O a () IL -_ = Z LO LO LO LO M V V N M (L U O O O O O O O O O W O O O O O N O O N N V 0 0 0 0 0 0 0 O O O O O O y Z W 0 0 0 0 (o (o (o (o W 0 0 0 LO LO 0 LO LO LO LO LO LO (o LO LO LO LO LO (o (o LO LO LO LO LO Z O O C7 K V V V V V V V 00 0 0 0 0 m mM O (V I� O O . p E 2 E W N O_ O_ O_ 0 0 M F O_ O_ O_ O_ O_ O_ O_ O_ O_ O_ O_ O_ O_ N_ N_ N M M O M LO 0 (o N M N Q d ��" ON ON N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 N N O a O O O O O O O I� N co O O O O O O O c0 0O O O O O O N co Ln 69 O Efl Efl 69 O N N 7 y O) M 6 N 69 M U 69 69 69 69 Q a` R O F d O O O O O O O V N (O N U O O O O O O co m MO Coo N N p , 0 0 0 O O V O N M V 0 O c0 M N c0 V (V (, W Ln co m co O W �M O � � cog � � 0" eq 69 E-C R d O cu N Q O O O O O O O I� N m y O O O O O O O M m 0 0 0 O O O O O C -O N UH UH UH UH UH UH N N T U R o w N fl d a E E ?j N R N F N-6 N UJ Q O -6 O O O O N OI� O O O 0 N N OOO OO OOOOOO c OO O O O O O O O 0 n CO O O O O O n O LONn OO OO OO OOO NOO OOO OO O Ln Ln O O O Lno) M c O W O o) - MV O n O O) M OV OO On MN M OV OOO co O O — m n n O Nn VO -E o) o) Ln M V co N OO(O Ln M Ln M M O I� M N O O N (O (O CO O co o) Q R N 0 01 F a O Efl Efl Efl Efl Efl Efl CB z O O O O O O O O O O O O O O O O O O O O O O O O O O p O O O O O O O O O O O O O O O O O O O O O OOOOOOOO O O Lo m r O O c0 O O O O O 0 c O O N MO O co O 0 0 V T O (O co N o O Ln O_ N V N o) V pW Ln Ln O O O O O oO O O Ln Ln O O O O O O O O O O O O O O O O O c0 N O O M N N O Ln O N - O O O O O O O O co O O O O O O O O M) Ln O N N N Ln I� co Ln O c0 O I� Ln O Ln 0O 0 0 00 O Ln V O O i N CO Lon N o CO V Ln I� O I� I� N O O LO M CO CO O) U o co V Ln M 0 0 O Ln I� /�\ O M z N i W y W O W W O O O O O O O 0 0 (n (n O O N � z p p Q Z Z Z Z Q Z Q Z Z Q Z Z Q Q Q Q Z Z Q Q J J Q Q Z Z J (n (n W J J J J W J w J J W J J W W W W J J W W W W J J co Z W W }, L > w < m O O, w o co w W o Z Z z co > N a W L O W a O W O O m O w 0 a O w a w > V z iz a z a p U Q Q U F- z O W _ a CD u ~ O O Lu p � 1 J a =� m z w o � cjez o a wo w a LU UL zaW LU O w LU 0 O a� w w > > Qz wTw > Q a m wn w I— E 0 M Qa a p z 0 W n a 2 M0 z Q > Q c az Lu co mz> a 0 OW W c? z O w w z 7 7 Q LU LU co Q 0 =O z i (7 > pwWQ w QZm t OWc7 LUw zQ n 7 O WwLu Q Lu ll� Q a o �0 a 0 7 0 n v ww 0 Z (� X W S 0W W p W W coQ (7 zM wO o z z Z p 00p a° QQ 0t R W zll� w Q J W a 0 OQ nQ n W Qo nO 0 0 w Cl) n p w Ln w0 W I- T > LU a z z > > p n w (7 ra O QO wZ O O 0 0 0 O Z Q ( W Z� Z Z Z Z Cl) Cl) > a z > m O a cn WW O � n co O O O a z W W W Q w X O Z O H O O O Q � a a a m F- 0 W O coco � a = I� c0 o) F o) MN O M M d O M O O O O O O O O OO z Ln (OLn Ln o o Lno Ln (OLnLnco n n n n o o Ln Ln Ln Ln co co co co co co N •O O N N N N N N N N co co co co co co z co 0 0 0 O O cl) cl) cl) O VVV V M Ln OM OM OM OE N n Lnnnnnnnnnn n N Ln onoo N M N N N N N N N N N N N N N N N N N N N N 0 M N O a a� Q it R O F d N U O N d E-C R d O cu N Q N N"O O C 'O U R O W U E �j N R N F N-O N LLI Q OOOO OOOOOcopo LnO o O O O OO O O O O O n0 m -6 y O O O O O U O OM O O OM V ON Ln O O O n O V O� oo CD O nr oo n O V 0 n n O O Ln Co O 0 _ O CO O I 0 N t EL LD n _ M O O _ _Ln M W O Q R N 0 01 F a O Efl Efl Efl Efl Efl Efl Oz O O O O O O O O O O O O O O O O O O O O O O O O p Ag Z O O O O O O O O O O O O O O O O O O O O O O O O O O O O V n O o m O N co 0 co 0 0 0 O nO ROO M - Ln LoV co L V M L i U 7 t N � co N N N co i a) C w W O O O O O O O O O O Ln O O O O O O O O O O O Ln O O O O O O O O O O M N O O O Ln O O O O O O O N O Ln Ln O O O Ln Ln Ln co Ln O Ln Ln V O Ln O O co O O O O O m M O Ln 0 oo I� O co O O Ln co N O V Ln Ln N •�{/ d C Z /A L C r LL LL S S rL S S S S S S o S S S S S S LL �+ W W OO C) C) � � � 0 > C) C) C) C) C) � W m W N z z Q Q z z Q Q Q z z Q Q Q 0 Q Q Q Q Q a z J z J J W W W W W W W W W W W W W W J J = W o w U W CS > a COco N w cn > 0 m p � r N a w < o � w W U o w w w �1 V WWZ O X Q 0 F � ? � z w = w Q z ¢ w Z O z c Q = 0 0 � 1? > z N N O r z W O J Q Q r Ln J O LL a � W � w a a w > w o , a _ w I-- w w a Q n F ? F a w w a Z O z 0 QQL dzd oa W W QH ZZH ZZ a_ O � N a aa a Xa 0Oa ZN >z Ln (O ( >JQ HOzU ay 46 mamvaQ LU QZ m m < mQ oz� cjell� O Xza �; co (D > u . ~ a Xm � z> z > Q ° Qa ( 0oW M U) LU , co Z Q ZZ ZQ o° � m o IL Q Q O a X LL > o Q a W QO Q >Q z Z�+ o w w Z > a w O Q QO za W W S m a a wO OQ W O 7 Y g 0 N z w w w w w aJ WaWmO WW zzW > > > > > M W z o O O O O O Q p Q� o > F-I? c Z > W Q O M z z 0 0 O aaa w w w w w U)N , _ a 0 z 7 () () () V Q Q oCCz77 (O 2 Z M M N N M M N (O N m m m V N N N N N N M CO M d O O O O O O O N O O O O O O O O O O O O O O O O Z 0 0 0 0LO LO Ln 0 (O W Ln Ln Ln Ln Ln co (O (O (O (O (O (O (O (O (O N •O •O E M M M (n (n M (n (n Ln ~ V V V V V M V V V V V V V V V V Q O O O O O O O O O O O O O O O O O O O O O O O N a d W Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln N N N N N N N N N N N N N N N N N N N N N N N N 0 a O O co O LO CO O Ln I� Ln W M ON 3 w W O W � Efl Efl 0 U fl � V N Q a` R O F d Ln O 0 V co O O r O V CO N N 6 r O) CO CO N N M O CO I� O a) CO O CO O Nul V CO N V CO w GO EH GO Ml GO Go Go .0 N� O � U � w E-C R d O cu N c Q O CO Lo M V �N+ 0) .0M V LLo UN O w U w w a` E �j N R N F w-O N LLJ Q O O O O O O O O O W Lo O O O O O O 0 O O Lo -O w 0 0 0 O O O 0� O O O V V O u I� V N CO 0 N Q O — O I� W O N O N V O coo 0 t d W M m CO M N 0 0 O T Q R N 0 01 F d O fl fl fl ~ zC O O O O O O O O OOOOOOp O O O OOOOOOOM M R Ln I� Ln 0 O 7 Lo O 1 W O O Lo O O O 0 O O O O I� T m 0 N O O .0 CO N CO M V Ln - O Lo N N CO U O •�{/ d C Z U) .0�� y w ui Q U VI Fll� w Q D Q Q ( J Q p o p ae M O w OF U 0 z 0 N LL o a z Q o F ozo ° E Q LU w � m a w Q a Q z Q cn o m � 1 Z o U ~ m >z m p cz7 J J d o N o oIL 0 g ° > w W L R G w O 0 < 0 LU W ll� O N w O J m d LL L 0 a Q a p O z 0 0 0 +' I'mai i `w Z a w m a 0 0 m O 0 Q Q ? E ? O w a w ) = a = z qo M Lo d W z O O Ln COO LoLLLo LoLM COO COO N 'O O N M co V Lo Lo Lo Lo Lo N a d w N 0 0 0 0 0 0 N N N N N N N N 0 a Ln c0 c0 c0 O O O O M N O O O I� O O O O O V O N 0 T O) CO I� O Ln O 0) 0 N O O c0 0 0 � Efl Efl c0 � � N Efl O Efl CO Efl c0 Ln CO M Ln c0 M CO N O) � V CO Efl N Efl O O M Efl O I� Ln co W O (O I� N 0) N W N N Lc) Ln Ln N V CO CO O c0 O N_ 69 co 69 69 N N O O 0) co 69 69 M c0 69 69 69 69 69 69 CO r 69 Ln M W 69 69 m 69 m UH Efl UH cl) 69 UH (D 69 N v Q a` R O F d I� co N N O O O O co N U V V V M M O) c0 0c NO O c0 V fl V coflO O O O) O O n 0 ) 0000 LnCO LnOc0OCOLnc0 O 0 CO 0 O M Ln CO M O)y O) N0 Ln V0 O U N � CO M O m M - M - - V V N c0 c0 M W Efl 0 UH UH UH UH UH M V UH UH M� UH Efl V ul O Efl E9 UH UH Efl co (D UH CO N� Efl UH � U Efl Efl Efl Efl Efl d E t R I O a F N Q Efl c0 V 0 0 0 0 0 0 N y Ln O O O O O O O O O O O O O O O O) O OO O M 0 O O O 0 Efl Efl fl fl fl co V N fl fl fl fl fl fl O UH UH UH UH UH UH UH UH O UH Ln UH UH UH UH co c0 — Ln N U Efl V Ln CO Efl N V N Efl p W Efl Efl Efl Efl Efl U N N F N -p N ll.l Q � O O O O O O O O O O O O O O O O O O O O O O O O O Ln O O O c0 O O O O O O O O O O O O 0 0) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ln O Ln CO O O O O -O y O O O O O O O O M Ln O) O O O O O O O N O 0 0 0 0 0 0 0 0 M N 0 O O O O O U OO OO coo O NO M M Oco N 0 0 0_ O O O_ O 0 c0 M c0 c0 Nn 0 0 c0 p coL c0 O O O 0 O 0 m c0 c0 M Ln O) M_ V Ln t d V N V V V c0 Ln N CO Ln M V M O M Ln O (D M M -0R N M N 69 69 0 01 F a d Cm z O O O O O O O O O O O O O O O O O O O O O O O O O Ln O O O Ln O O O O O o Z, O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O H N N O c0 c0 O O O O O O O V O 0 O O c0 0 0 0 O Lb V Ln co O V O O N C O M M c0 c0 O N O O N V O c0 O Ln — V V V O) M V N CO -p R O_ T CO Ln O Ln V co O CO O Ln c0 O c0 N CO O_ CO t N - Ln c0 - c0 Ln N i N C w W L O O O O 0 O O O O O O O O O O O O O Ln 0 0 0 0 0 0 0 0 Ln O O O O Ln 0 O O O O N O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N Ln Ln O O I� 0 O O O O Ln 0 O V O O M 0 V O CO M 0 N m 0 M N N V CO M CO N M 0 O M O O O O M M 00 Ln N M L V M CO CO Ln M CO CO M N W N n U M E a` •W L c Z O i N L w w o = _ �i o 0 0 0 = o 0 0 o z S J Z W W w U) Z o cncnwwroocn rrrr Urrrr v > > > Q rr rJ r W w > J J W Ir (� Q Q J z O O O O z Q > > > > 0 0 0 0 0 (7 O O O O Q O O O z H H (n W W J In In In In J w O (� U U ~ w S S S c� ~ In In In 0 ~ In In J J o J > }I < o W 0' LU i2Yl/k N w t7 Z> � p� U I- X pU z w O z a QZ m Q m O Q co w0 YN w o 0 > co ww W 0 z z D O W D O z o w Q D m Q ac, x w o e (D - u aZZ mW O r (7 cn m J W J d W Q w z l d W J In Z (n Z U J ((D z z J Q z Q 0 a z 0 0 > Q z g O Q 0 J Z O O J 0 0 ~ w w w > > m O m O z m o O O U Q ug Q o Y O m m a J c � z Q w c7 O > O C) 0 , Q O H m J co O m W ~ W w w Z Z 0 Q > Q z W J W Q W Z W U O w Q a o z z Q z_ Z z cn > Q J O C7 w w cn < z Z Q Q o LU L m o J y 0 0 0 z Q O Z 7 n 0 > a z m 0 G� m O < N z o o Q 0 z C7 W z O F Z Z Z > Z Z 0 0 w z ae Q m O w z_ cjem O O W O > z O Z w w a 0 t R N O Z 0 (� u7 w w 00 00 00 m m m n u'S w m z u'S g m p Z W z W o (7 z Q w z w 0 z w z 0 cn , Q Z Q w O ug O F o w O z z Q Q 0 w w w w w 0 Q N J > (7 w (7 J Z a O w L r c a K ~ M ae 0 0 W W > > > > > Z Q 0 U 0 0 0 W � w m F- w 0 0 =0 ram+ Q Q m Q a p W > O O O O O > > 7 w m = Z w w Q > w z 0 a 0 -y G! 0 m W W cc J Q 0 cc cc cc cc > J m J cc Q cc U w. H (� J > (�(� d — z Z m z m O J d J W W d w w w w w Q Q O Z W O O O O Q c7 J d C�w y O Q O Q ? E J > O 0 0 � �' F � d' � � � � m m 0 m m 0 m a 0 co co � Q � a Q d' m F- M co d' O Ln Ln M I0 N M M N I0 V N M d U O O O O O O O O O W O O O O O M N O O N N V 0 0 0 � 0 0 0 0 O O O O O O w y Z W 0 0 Ln Ln (O (O (O (O W Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln co Ln Ln Ln 0 0 (O (O Ln Ln Ln Ln Ln C Z O O c7 K V V V V V V V Ln Ln Ln Ln Lb Lb c7 c7 M O (V I� O O . G 'O O` C W N O O O V V (O F O O O O O O O O O O O O O N N N M M O M 0 0 0 N M N Q d W (' 0 0 Ln Ln Ln N N N N M M M M M Ln Ln N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 N N O a Ln O O O O O O I� N co M Go O Go Go Go CO LO � N N 69 O N N W 69 69 N 0) M U 69 69 Q a` R O F d O O O O O O 0M V 'p 69 T 0 O c0 M N c0 M N N r r co O W O 0 0 U d N W Efl Efl609 69Efl V NO d w a 69 E -C R I 0 a F d = N Q ¢ U Efl c0 O O O O O O69 69 69 69 I� O) M O C 6 N N O U R p U fl N M 69 69 d E N F N p N LLJ Q 69 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O c0 O O O O Ln O O O O O CD O r r V O O O O O O O O O O -O y M O O O O O V_ c_0 O m Ln_ Ln O 0 � O O Ln O O O O n W O u O O O W O n OO MN LN�n VLn OO OO MO N OO O O O) OOLn CDp OVO c0 O � O -E d 0 N Lo V N V Bo N N� O O V CO Ln N M M M O I� M N 0)0 R N 0 01 F a d c0 O z o 0 0 0 0 0 0 0 o O O O O O O O O O O O O O O O O O O O O O O o Z, O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O H O c0 N O O O V Ln V Ln O O N O O Ln V 0V O O O c0 c0 O O N C c0 N M N O O c0 O O Ln O M V V N V O -p 7 Ln (O M N O N Ln O_ t N HN O) i N CW L Ln Ln O O O O O Ln O O O Ln Ln 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c0 N O O M N N O Ln O O O O co O O O O O O O O O Ln O N N N Lo I� co Ln O CO O I� Ln O 00 O 0 0 00 O Ln V O O N CO LE N Ln CO V 0I� O I� I� N O O O M CO LO O A Ln O V Ln c0 O O I� O Ln co UO I� co //11+ E a` •W L c Z O 7 V i+ i N .a } W O W W O O O O O O O 0 0 co co O O � Z (�j (tij Q Z Z Z Z Q Z Q Z Z Q Z Z Q Q Q Q Z Z Q Q J J Q Q Z Z J m In w J J J J W J W J J W J J W W W W z J J W W W W J J z o Z z W o z U co W U W W Z Z Z co U N U >O z > a 0 C� (7 C z w Lu co co W > m ui w aza o co � 00 v 0z w ui co ui o c� z o co WQ ui aN w w a O w o 00 w wa a aw o JV V N wV O > W w z a z a OH w W W O w m a n w z p z 0 w U~Z) c z Q� az > O } Q a ~ U Ow z aC t Q>zQ w=pv o o O w z (7 (7 O aOZ p z 0oz7O U) Q w Q W w o m U) O0 a w QwJz=} Qz W p O z 0 z )- Lu cD z ae � w n QQ Q z Oa Q 0 w Q O O_ o Z (� X W W ~ _ w 'O D � 0 J L1 ( W W W W W 7 O - W �+ O () ( o 0 W ZnW WrO z z a <, D Y v O O 0 no no aQ Q Q w J w O O QQ O w N � O w � co co co co Q a O n W O 0 W W W W W O QNaawn W> > = o w w z z > > > Q O Cl) w 0 0 c w z Q 0 z Op z z zoo Oz r+ Zll� 0 0 0 > zZ n n a-0 n W z > O Z n QDDD ,E Cc) o Ua U) W c0 c0 J IL = Z N yOW ON IoN WN �MN NONN NONN NONN N N OON) N NN N N NN N N (NO (O a N ON ON) MN ON M M O O Onnd z n (O O n O c O O O O O n n n n n n n Ln 0 n n 0 n n n n z Ln Ln Ln . co co co co co 'O2— M M V O r r M M M (O (O (O (O (O (O V T M n M M M M N 0 O O O O O O O O O O O O O O O O Oa d n n n n N Ln N n n n n nnnnnnnnN N N N N N 0 M w O a a� ami `-' Q it R O F d N U N O w w w a` E R N O a F N w C N Q ¢ 0 N N 'O O C 'O U R O w U N F w p N LLJ Q O O O O O O O O O O O O O O O CD CD CD CD CD O O O O O CD CD O O O O M 0 0 O O O O O O O O O O O O Ln 0 (D .0 -6 w 0 0 0 0 O O Ln O O Lo V O O Ln O O O Ln O O O O m O O O W N O O U O O O O O W r N O V CO CO Lo O N CD CDN V CO CODp O Lo CO _ 0) CO V_ CO N I� O_ I� CO N 0) V Lo_ V CO VCO Lo I� 0 N_ t d Lo M M V O) M V M T N N Ln CO O Ln N O Ln M CO V (O Q R N 0 01 F a w Cz O o 0 0 O O O O O O O O O O O O O O O O O O O O O o O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H O O N V O O) V N Ln O N 0 CO O N CO CO CO CO CO O O Ln O R O OM L N V M I� Ln M LLO V i U 7 M N N N M N p w L O O O O O O O O O O Ln O O O O O O O O O O O Ln O O O O O O O O O O M N 0 0 0 0O O O O O O O N O Ln Ln O O O I� Lo Lo Lo 0 Ln O Ln Ln V O Ln O O m O O I� O O O 0) M O Ln Lo .0 I� O M O O) Ln m w N V Lo ,^ _ IT _ Lo N VI w E a` L r Z O V i+ i N L S S S S S S S S o S S S S S S m •E O O O O O O O O r O O O O O O m Z Z Q Q Z Z Q Q Q Z Z Q Q Q (�j Q Q Q Q Q Q Z J Z J J W W J � W W W W W W � W W W W W W J J S W O W U W CSW V ~ r a c U)i w co > v) m p U)ui > N o w W U o w w w E W O X p J Q z F co z W H (D F •� z LL1 S W Q z Q W W z O z N o COa = � z � � o �' Q Q > n JOJ cc J J O J Q cc X J Q U Q W H F w Q � � a � w Q Q w > > O O O z O � w w _ Q n ? a w J w a z F 2 N o Q a O M O0 O a Q X X Q Q w 0 E z g (7 � m Q w (7 m O z X z w Z a .+ co (D > > > z M (n Z > 0 o6 I O Q a X m z Wa C�7LU z ° `° z Q a w o > O a w Q > a ~ (� 0 m w a z (7 W W H H H U) J W (n J O g U) > H a s o z J U) -Z m o J rn I v LU LU a o a a X z z > Q Q O 0 � � Q > U) u z Z x Z Q X w ~ Q o W Q Q L W S w w 12 w m Z Q O W Q > W a + o o w w O m a (n w (7 w r > a w a z Z (7 W p Q n Z z Q Q J Q J O O O O Q z L R N � O Z � Q a w _ 0 � c� ' m Q Q w C O W W H S Q L� S S cc O > (n 0 0 Y a N (n (n () a � U) (J W W W W W J (� W L a w W H ~ Z ~ > > > > > J WCl) a W m ~ W W w c a Z Z z rn to j 0 0 0 0 0 = Q p Q Z z a Q ++ •� `w z z z a U) w z ~ Q O C7 O Z O Z m Z Z O O O _ a Q a Q a J J O O O V Q O Q N N z Ln Q O co 2 Z M M N N M M N (O N O) O) O) V N N N N N N M CO M (L O O O O O O O N O O O O O O O O O O O O O O O O w Z O O co co co co Lo Ln co W Ln Ln Lo Lo Lo co co co co LD co co co co co N '° •p E M M M co (O M 0 (O 0 ~ V V V V V M V V V V V V V V V O O O O O O O O V Q O O O O O O O O O O O O O O O N a d w 00 Ln Ln 0 0 0 0 0Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln 0 a O O O co co O N V O Ln (O Efl Efl Efl N V Efl CO O Efl Ln Lc) O co O 69 co co M N V N 69 N O � U Q a` R O F d Ln O Ln V co O (O I O V CO N M Lc) � O CO 0) N N N 2 r O) (O (O N N M O (O r- O N co O co O Nul V (O N V (O W UH UH UH MM UH 69 69 co N� O � U � d w a` E c R w O a F N N Q ¢ 0 O co Lo M V �N+ 0) coM V LLo U N Efl Efl O � U E a) N R N 01 F N 6 N LLJ Q O I� O O O O O O O O CO Lo -O 00000O000Lo O oOoOOOo� OOOVV CV N N 0 N Q O p 0 t (L co M D) co co N Ln (O O Q R 69 69 N 0 01 F a d Oz O O O O O O o 0 0 O o g o 0 0 0 0 0 0 0 0 ~ c L� 0 0 0 0 0 0 R 0 0 0 O 7 N � M M Ln of Ow ^ L 0 0 0 O O O 0 O O �.i O O ;T m 0 N O O 0 CO N CO M V Ln O � N N O N U CO E a` L r Z O V i+ i N 7 Q C7 C7 C7 (a7 U F- W U) C� U) U Q z o O �1 U _ Lu E 0 Lu Uw ° ^+ Z K Y/ � a ° J � C 1 W z J C O Q z a O ~ 1 W m U � O Z D 2 N LU w w m a w Q a Q z a U) o m 1 Z o C� m J z m p cz7 r v z m a a z z z w p OWr n> a 0 W r � Q ,O 0 LU W N Oae W Q O Qz w Cl)0 O Dc� Q Q ? 1 F w a w z w = a = z qa M d z 0 O Ln coO LN Ln LN Lm COO COO N 'O O U) M co Lo Lo Lo Ln 0 N Q 0. W K Lj N N N N N N N N N AREA 2 - Lake Valentine Road Project Name Arden Hills,Minnesota Project Number SEGMENT 100 Item No. Item Unit Unit Price Est.Quantity Total Price GENERAL AND REMOVAL 2011.601 VIBRATION MONITORING LIN FT 1.25 2011.601 PRECONSTRUCTION PROPERTY SURVEY EACH 50.00 2021.501 MOBILIZATION LS 24,000.00 2101.502 CLEARING TREE 400.00 2101.507 GRUBBING TREE 400.00 2101.604 CLEAR AND GRUB BRUSH SQ YD 11.25 2104.503 REMOVE RETAINING WALL SQ FT 13.00 2104.509 REMOVE MISC.SMALL MISC.STRUCTURE EACH 1,500.00 2104.521 SALVAGE FENCE LIN FT 11.80 2540.602 TEMPORARY MAILBOX BANK EACH 35.00 2540.602 RELOCATE/REINSTALL MAILBOX EACH 135.00 2557.603 INSTALL SALVAGED FENCE LIN FT 16.10 2563.601 TRAFFIC CONTROL LS 18,000.00 SUBTOTAL-GENERAL AND REMOVALS $ 42,000 CONTINGENCY(30%) $ 12,600 TOTAL-GENERAL AND REMOVALS $ 54,600 STREET IMPROVEMENTS 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT 4.00 500.00 2,000.00 2104.505 REMOVE CONCRETE DRIVEWAY APRON SQ YD 10.00 100.00 1,000.00 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 10.00 100.00 1,000.00 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 6.00 100.00 600.00 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 3.25 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 4.00 2104.523 SALVAGE SIGNS EACH 50.00 20.00 1,000.00 2105.501 COMMON EXCAVATION(EV)(P) CU YD 18.00 2,200.00 39,600.00 2105.507 SUBGRADE EXCAVATION CU YD 13.00 2105.522 SELECT GRANULAR BORROW(CV) CU YD 25.00 2105.523 COMMON BORROW(CV)(P) CU YD 2.15 2105.543 STABILIZING AGGREGATE TON 39.00 2105.602 POTHOLE EXISTING UTILITIES EACH 535.00 2111.501 TEST ROLLING RD STA 15.85 2123.501 COMMON LABORERS HOUR 83.00 10.00 830.00 2123.507 3.0 CU YD SHOVEL HOUR 182.00 10.00 1,820.00 2123.61 STREET SWEEPER(WITH PICKUP BROOM) HOUR 152.00 15.00 2,280.00 2130.501 WATER FOR DUST CONTROL M GALS 34.00 35.00 1,190.00 2211.501 AGGREGATE BASE,CLASS 5 TON 18.00 1,620.00 29,160.00 2211.601 AGGREGATE BASE HANDLING,CLASS 7 LS --- 2211.607 AGGREGATE BASE PLACED,CLASS 7 (CV) CU YD 7.80 2232.501 MILL BITUMINOUS SURFACE(2.0") SQ YD 2.45 2301.604 PRIVATE DRIVEWAY CONCRETE PAVING SQ YD 68.25 AGGREGATE BASE,CLASS 7,FULL DEPTH 2331.604 IRECYCLED PRODUCTION SQ YD 1.10 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALS 3.50 900.00 3,150.00 2360.501 TYPE SPWEB240C WEARING COURSE MIXTURE TON 100.00 750.00 75,000.00 TYPE LVNW35030B NON WEARING COURSE 2360.502 MIXTURE TON 60.00 1,750.00 105,000.00 2360.503 3.0 IN.WEARING COURSE MIXTURE FOR DRIVEWAYS SQ YD 30.00 100.00 3,000.00 2411.603 CONCRETE STEPS LIN FT 83.50 2411.618 MODULAR BLOCK RETAINING WALL SQ FT 50.25 2511.515 GEOTEXTILE FILTER TYPE V(WOVEN) SQ YD 2.00 6-INCH CONCRETE WALK-PEDESTRIAN CURB 2521.501 RAMPS SQ FT 11.75 2531.501 CONCRETE CURB AND GUTTER,DESIGN B618 LIN FT 14.00 CONCRETE CURB AND GUTTER,DESIGN B618- 2531.501 HAND FORM LIN FT 29.85 500.00 14,925.00 2531.507 6-INCH CONCRETE DRIVEWAY PAVEMENT ISQYDI 61.25 100.00 6,125.00 2531.604 7-INCH CONCRETE VALLEY GUTTER ISQYDI 78.40 2521.501 4"CONCRETE WALK I SQ FT 9.00 Page 1 of 2 AREA 2 - Lake Valentine Road Project Name Arden Hills,Minnesota Project Number SEGMENT 100 Item No. Item Unit Unit Price Est.Quantity Total Price 2531.618 TRUNCATED DOMES SQ FT 55.00 2564.537 INSTALL SALVAGED SIGNS,TYPE"C" EACH 120.00 2582.502 4"SOLID LINE-PAINT LIN FT 1.30 5,000.00 6,500.00 2582.502 4"DOUBLE YELLOW-PAINT LIN FT 2.10 2,500.00 5,250.00 2582.502 24"STOP LINE-PAINT LIN FT 12.20 2582.502 24"STOP LINE-EPDXY I LIN FT 1 16.20 2582.503 ZEBRA CROSSWALK-PAINT I SQ FT 1 6.60 2582.503 ZEBRA CROSSWALK-EPDXY I SQ FT 1 8.25 SUBTOTAL-STREET IMPROVEMENTS $ 299,430 CONTINGENCY(37%) $ 110,789 TOTAL-STREET IMPROVEMENTS $ 410,219 SANITARY SEWER 2104.501 REMOVE SEWER PIPE(SANITARY) LIN FT 6.55 2104.501 REMOVE SANITARY SERVICE PIPE LIN FT 5.80 2104.509 REMOVE MANHOLE EACH 725.00 2104.523 SALVAGE CASTING EACH 105.00 2503.601 TEMPORARY CONVEYANCE OF WASTEWATER LS --- 2105.602 DEWATERING-SANITARY SEWER EACH 85.00 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 1,900.00 2503.602 CONNECT TO EXISTING MANHOLE(SAN) EACH 1,595.00 2503.602 8"x 4"PVC WYE,SCHEDULE 40 EACH 184.00 2503.602 8"x 6"PVC WYE,SCHEDULE 40 EACH 248.50 2503.603 8"PVC PIPE SEWER(SANITARY SDR 35) LIN FT 52.00 2503.603 LINING SEWER PIPE 8"DIA LIN FT 25.00 2,750.00 68,750.00 2503.603 4"PVC SANITARY SERVICE PIPE(SCH 40) LIN FT 37.00 2503.603 6"PVC SANITARY SERVICE PIPE(SCH 40) LIN FT 40.00 2506.522 ADJUST FRAME AND RING CASTING EACH 1,075.00 2506.516 CASTING ASSEMBLY R-1733(SELF SEAL LID) EACH 1,155.00 2506.602 CONSTRUCT SANITARY SEWER MANHOLE EACH 4,100.00 2506.603 ICONSTRUCT SANITARY SEWER MH(EXTRA DEPTH) LIN FT 290.00 2506.603 CONSTRUCT OUTSIDE DROP LIN FT 855.00 2545.602 ADJUST HANDHOLE EACH 955.00 SUBTOTAL-SANITARY SEWER $ 68,750 CONTINGENCY(30%) $ 20,625 TOTAL-SANTIARY SEWER $ 89,375 Page 2 of 2 Appendix H: Preliminary Assessment Map and Preliminary Assessment Roll T T T T T T T- - ~ ~ O O O O O O O c O Z E rrvn v vt O N vl m vl vl O vl T T M M M M M M m m M m M m M M M m a V T - h h h h h V1 v v v v v v V1 V1 V1 V1 V1 V1 V1 N V1 V1 V1 V1 V1 h h V V V V V V V V V V V V V V V V x +n+n+n p N a a a a a ti ti ti ti ti ti ti ti ti ti ti ti ti ----------- Q Q V V ---------------- 2 Q o 0 O O O O O O O m m V1 V1 V1 V1 Vf V1 V1 F F o m n rc rc rc rc rc 0 0 0 0 0 0 0 0 0 0 0 0 0 x rc rc rc rc rc rc rc rc rc rc rc rc rc . . . . . . . . . . . . . rc rc rc - m m Q o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o w o 0 0 0 0 0 0 0 0 0 0 0 o m m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F J N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N z 0 z n v �o ry w ry ry w ry ry ry n o w o� o w o W p 0 N � O V V V V V N Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z F V x x x °' x x x x x x x x x x x 0 r v v v v v v v v v v v v v v v v v v v cv c a -cvo cff -co -cvo -c 0v o 0 o o o o o o o -o -o -o -o -o 0 -o -o -o -o -o -o -o -o -vo Q m vo -cvo -cvo -cvo -cvo -cvo -cvo -cvo -cvo -cvo -cvo -cvo -cvo -cvo -cvo -cvo -cvo Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q °D O y z L Z O J W o OD o K z o Z o o . o 'O C c_ c o ¢ 3 rc 3 rc rc 3 rc rc rc 3 rc rc rc rc rc rc rc rc rc rc x +� ' . . . . .+� w z z � N E u E m v > v 'o o w N > ¢ ¢ a u o o 0 0 0 m v 0 a 0 0 3 a 3 _ K v v v v v v v v N v v v K >, v v v v > v -O v K K °'. °'. °'. °'. °'. Y Y Y Y Y Y Y Y Y Y o m w o o a y> Y> > Y> > > Y> > > > > Y r > > > > a > ` .y Y Y 3 3 3 3 3 3 3 3 3 3 > 3 3 3 3 3 L L z v N c Y c Y Y c Y Y Y c Y Y o Y Y Y c v Y Y Y o Y > v c c v v v v v v v v v v v v v v v v 'm o c 'o ,� 'o ,� 'o 'o 'o °D Y ,� ¢ 'o o w w w w w w w w w w w w w w w n o w ry o n �n o .� m o o v ry .� o o� �n m .� �n m �n o� v �n o w m n m m o n v v w n o n w n n o m w v N o a o� .� o a w n w w w w m m o o o o m w m w a s a n a Z3 G Q L y a < v o +� a og N w N v - 0 J Y L a � 0 T V OD Z v OD 0 0 C a• v L E — -O C C C o v > O v K —> C Y T Y T v W O L C j L O o Y K > N x = Z 3 J m a D c t d v I o x v L J rc L w f0 = a w 2 a a rc v c c a v w r v m v n a v uvi w v T i Y v v m Q _T '+• L C Y E v C m umE h ` -o -o Y = C T m 0 to E V Y m F (7 a V Y O a m Y Z Y a m Y Z m Ul o (7 V O h v O V Q a oD W O Z p V V W T v p 0 p L O L N Z o t�i o 0 Y '—^ W C C C h _ W W O OD C �1 .W Ul Y ` ODD x a - I (7 c j C v o y 0 -0 p O j v o �°« ° ° Yi, Y c " (7 m p w m ¢ v L w E a c t E z m v o �^ a m rc o - it - x y v J c w u a -o J V '^ o uLi F E LL o m x rc p v r w o c xJ° o = ~ ,. >a ¢ > a a ¢ ¢ x�0 o rc v uvvi z V 0 a o 0 o ai Y -o n 1O v zn�-� =w o �Eo o -Oo w n `--0 y '° r v v v y c� -c°o ~ o w ¢ v E o T > v c > c 3 v v o L° - c7 rc' Y c:� o ° oo o0 m` Y z o o - I u u m m` i� rc' = m` i� m` c m m m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o w w z_ z z z z z z z z z z_ z z z_ z z z_ z z z_ z_ z z z_ z o o > > > > > > > > > > > > > > > > v o > > > o o a a a a a a a a a a a a a a a a E ¢ > > a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ z z z z ¢ ¢ a a w w w w w w w w w w w w w w w w v > ¢ ¢ w w w w w w w w w w w w w w w w w w w w w w w w w w 0 0 w a z z rc rc w w w G a a a a a a a a a a a a a a a a a a a a a a a a a > T a a a a a a a a a a a a a a a a w O Y > Z Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y > > (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 LL LL c� ? 3 3 3 3 3 > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E O v O O ' oo n N n o o� ry n o m o o v ry .� o w m o �n w a w n w m n w v o a n w o o� ry m m o m o� o n v v �o n o n w n o o m o� a o a o o o v w n w o m m m m o 0 0 0 T 0 o m m w I n n n n o w T m m � w m o n w n �o n n n n n n n n m m w w w w w w w w m m m m m m m m N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N d Y O Y m Z o 0 m a w n w o v ry w m m o m w o w m w n m w .� n �n a m w ry n w .� o m o m w n a y o o o o `o o " o o v o "' " o o o o - o n . . v v v v 0 0 o 0 0 0 0 0 o 0 o o 0 0 0 0 o " o o 0 0 o o 0 0 o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 >'o 0 0 o 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o 0 0 o o o o o o o o 0 0 0 o o o o o o V a` o a a a N v a v v v v v v v . . . . v v v v v .ti N N N N N N N N N N N N N N N ry N N N N N N N N N N m m m m m m m m m m m m m m m m m m o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o W W W W N W W W W W N W W W W W W W W W N W W W W W W W W N W W M O z . . . . . . . . . . . . . . . . . . . . . . rva � aaaaaaaaaaaaaaaaaaaaaa a a a a a a a a a a a a a a a a a a a a a a a m n v v v v v v v v v v v v v v v v v v v v v v v v v v v v v m m m m m m m m m m m m m m m m m m m m m m o . . . . . . . . . . . . . . . . . . . . . . . Y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m LL c0 c0 c0 c0 0 c c0 co co co co co co co co co co co co co co co co v v w v v v v w w w w w w w w w w w w w w w c� z n v o ry o ry m n ry N o N N o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N o vi� W p 0 N � O V V V V V N Z F Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z v�Z v; Z K ======== h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h — o F x x x x x x x x x a x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q vi Q Q Q Q Q Q Q Q Q Q Q Q a Q Q Q O Y W L K L K 0 OD 0 K W � 0 v Z 0 O O a - O 'a• w v v v v v v v v v v v v v v v v v v v v v v v v v v v v > > > > > > > > > > > > > > > > > > > > > > > > > > > > v v v v v v v v v v v v v v v v v v v v N � � � a a a a a a a a a �^ a a a a a a a a a a a a a a a a a a a > > > > > > > > > > > > > > > > > > > > ` Y Y Y Y Y Y Y Y Y > Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y - - - - - W - - - - - - - - - - - - - - - �' m co m w 3 3 3 3 3 3 3 3 3 v 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 a a a a L L z v v v v v v v v v v v v v v v v v v v v v v v v v v v v m m m a a a a a a a a a a a J a a a v . . . . . . . . . c . . . . . . . . . . . . . . . . . . on w w v v v v w v v v v v v v v v v v v L v v v w w w w w w w w v v (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 mw (7 (7 (7 m m a �n w a �n o �n w n �n w m a .� ry m o � m m a ,� ry n m ry m a o o �o n m �n o �o �n n �o ry o o a m 0 �o m �o �o n n o� o� m m m o 0 0 o w o w a �o n o� o o� o o� o� m U m m m m m m m m m m m m m m m m m m m o 0 0 0 0 0 0 0 0 o m m m m o� ry m w m m o o o m o o m m o� o� o� w m w a m m o o o ry ry o o o o o o N N N N N N G Q L a Q v c v Y o °Z j W v J E F OD L — 0 W h L v jD C Y ODD d `o x -°o 1 Y v w Y v w T v a � (p K >'� -� 'O L N m - C C �L C Y � ` � C L r o v vo � o y o J v o ._ v = v v o rc > w � -° x u > v m` 'D Y ° -J, m m` a iJn o > u u O K G � v � � C � v L C w 10 ` O J C W F a• C CD— 2 T 003 1 -o -uEo `o E o E ooO J L u v v m o w r m rc x .N a = c7 x o Y > V o p E v �n rc° 3 0 T a E r o x° x v r�n c rc E x a v a v a w _° V V ~ `v -° V V m v v c a = r E 0L". w E m I E o m o m w f0 o V > >.0 .0 .� v c 3 c .O w m w �'w v u Y m Y x m o 0 m, m" z o c:� it o 2 rc° u rc° a v ° -° Y w o w` m` ¢ vi c7 w c m m m 'o a` > > > > > > > > > > > > > > > > > > > > > > > > > > > > > w m 0 a a a a a a a a a a a a a a a a a a a a a a a a a a a a a > > > > > > > > > > > > > > > > > > > > > > � a w w w w w w w w w w w w wFa(7 wFa(7 wFa(7 wFa(7 wFa(7 wFa(7 wFa(7 wFa(7 wFa(7 wFa wFa wFa wFa wFa wFa wFa wFa(7 a>�wV' a>�w a>�w a>�w a>�w a>�w a>�w a>�w a>�w a>�w a>�w a>�w a>�w a>�w a>�w a (7 (7 (7 (7 (7 (7 (7 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 v E o v o 0 o 0 n N m m a wa �n o �o n �o a m o �o m a .� ry n o� ry m a o o �o .� n �n n �o �n n �o 0 o a o w0 m m m m m m m m m m m m m m m m m m m o 0 0 0 0 0 0 0 0 o m m o� m o� m m w m m o 0 o m o o N N N N N N N N N N N d Y O Y v Z o 0 m a m a o a o �n m w w n n w w m �n o a m a o w n w n m n m m w o w n w v v v " v `� `�' a a n n n w w w v v �o w w w n n n n n o o o o 0 o o o o o o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o o o 0 o o o 0 0 o o o o o o o o o >'o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o a 0 v v v v m m v v v v v v v v m m v v v v v V m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o O z rva � oNaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa E m v n a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a v m n m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o - m ¢ co co co co co co c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v z z n v �o ry v ry ry ry m n ry I o o I�o o a o W p 0 N � O V V V V V N F Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N v; Z Z v; v; v� v� v� v;_ z _ v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x O - r '� cw cw cw cw cw cw cw cw cw cw cw cw cw $ cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw -° > Q Q Q Q Q Q Q Q Q Q Q Q Q O Q Q Q Q vi Q Q w Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q °D O y v Z -E O � K� K o 0 OD 0 K V W 0 LL Z 0 O O a a• Oa• w y > > > > > > > > > > > > > > >W W W W W W W W W W W W W p W W W W W W C W W W W W W W W W W W W W W v E E > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > a a a 3 a a a a a s vi a a a a a a a a a a a a a a w v v v v v v v v v v v v v v U.�'^., rrvc `wY ry z� cv� cc cccccccccccc c iv .o acc aav aav aav aav aav aav aav aav aav aa aa aa aa aa a 20000 0 0 00 000 0 0 v v v v v v v v v v v v o v v v v v v v v c� cDc� Ooc a o .� .� m m m m .� m ry �n o a - w o m .� n n o o a w o w o w ry m o .� �n w m a `�' �o w m o n n n n o �o a m o� n �o m v m m n n w m m m o 0 0 0 m m o m m m m v m m m m o m m w w w w o� o� m m o m m o o m m o� o� o� m m m m m m m m m m m m LL m LL n Z3 G Q L a < v W O Z V W W V N 'O 0 m O C p v E r c O rc LL J v v v z a n y v Y c 3 N m o v �° E F E a vi Q o m m a v v E a V -J, v = rc a m c7 v Y >_ a m r o -o r o f w >v m ° o mu z - m u = Q c:� z O K G � N N Q a z w o r E 'o J r N `v v = `O E w c Y ~ m v r o r y o rc = °° c o v ,. v c E r o ° a ° v m m co c O - `v n a o c '� z O ,� v c -° -° - E a = o j 0 N a `w c uri LL '�^ r = m �° n o '0 3 Q w Ow x a ° m -co` -Om E oo Y a c v m vm o r v c ro z o o n ° uo °m vvi � > u �-� c7 c m m m 'o a` m m 0 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > E a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a > > > > > > > > > > > > > > > C a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w O O O O O O O O O O O O O O O c (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 v E o v o 0 o 0 n N m o .� wo w w w m ry �n o a m w o m n n o o a w o w o w ry m o .� m m a m `�' �o w m o n n n n o w o m n w w n w m v m " m n n w m m m o o o 0 w m m m m m m m o m m m m w m m m m o m m w w w w w w m m o m m o o m m w w w m m m m m m m m m m m m .ti .ti N .ti .ti .ti .ti .ti .ti .ti .ti .ti N .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti N .ti .ti N N .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti N d Y O Y v Z o 0 a w w wo n ,� o ry m m a w �n o m o w n w a w w a .� a m .� a o �n w m n w w v n n w �o ww �o n n n n �o w �o a w n w w n m ry m ry o o o o o o o o o 0 0 0 o 0 o o o o 0 0 o o o o 0 0 o o 0 0 2 o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 >'o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o V m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o Oo z E rrvn vv�i N aaaaaaammmmmmmmmmmmm a a m n m m m m m m m v v v v v v v v v v v v v 7 o N o 7 Y . . . . . . . o 0 0 0 0 0 0 0 0 0 0 0 0 °' m LL co co co co co co co v v v v v v v •" (7 z n a o m n ry w w o vi� W p 0 N � O V V V V V N F Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N K O c F x x x x x x x x x x x x x x x x x x x x t V W W W W W W W W W W W W W W W W W W W W -° j a a a a a a a a a a a a a a a a a a a a O Y W L Z `O � K� K 0 OD 0 K W � 0 v Z 0 O O a Oa• w W W W W W W W W W W W W W W W W W W W W —O w "n w a a a a a a a a a a a a a a a a a a a a U K CO L L Z O O O O O O O O O O O O O O O O O O O O W O W W W W W W W W W W W W W W W W W W W W V 0 n o v o w a w w w n n n w w w m m m m o o U m m m m m m m m m m m m m m m m o o 0 0 w m w O G v j .v. Q v O ~ a m 0 o 0 x a vi ° v `m o vEi ` o ° v O w N r Y L L T2i Y O Z Vm F V - Y O K G N v F v z cv F co F L O = O c O a o E 0 V _ v E o U > > 7 C N m N O a` c 0 v 0 E a > > > > > > > > > > > > > > > > > > > > avq a a a a a a a a a a a a a a a a a a a a O O O O O O O O O O O O O O O O O O O O c v E o v o 0 o 0 n N n o v o �o w I n v m o m o w �o n a m m n m m m m m m m m o o m m m m m m m m m m m m m m m m o 0 0 0 .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti .ti N N N N N d Y O Y v Z o 0 m n w a a m n ry w w n o m w a y o o 8 o 0 o 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 >'o o o o o o o o o o o o o o o o o o o o o u a` 0 o o o o o o o o o o o o o o o o o o o o T T T T T T T- - ~ ~ O O O O O O O c O Z oV 0m � � � U U w w w w w w w w w w w w w w w w o� o ,� O N a a a a a N m N N o N m m m m m m m m m m m m m m m m E m N N N N N _ N N y y m m m m m m m m m m m m m m m m a _ �v� _ v`"i_v"i_ v`"i_v"i_ v"i_v`"i_ v"i_v"i_ v`"i_v`"i_ v"i_ _ m _ v"i_v"i_ _ry _v`"i_ v`"i_v`"i_ v`"i v"i _ _ _ _ _ _ x +n+n+n O N Q Q Q Q Q ti tiff tiff tiff tiff tiff tiff ----------ti Q Q tiff tiff tiff tiff tiff tiff tiff tiff Q 0 0 0 0 0 0 0 0 o m m ti ti ti ti ti ti ti F F � n rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc x rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc 0 - m m Q D D D D D D D D D D D D D D D D D w 0 0 0 0 0 0 0 0 0 0 0 0 0 m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F J N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N z 0 z w m �o ry w ry ry w ry ry ry o� n o w o� o_ w w D O O V V V V V N Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z F 2 V x x x °' x x x x x x x x x x x 0 > > - r cv cv cv cv cv v cv cv cv cv cv cv cv cv cv cv cv cv v cv cv cv cv cv cv cv cv cv cv c0 cv cv cv cv cv cv cv cv cv cv cv cv cv cv cv cv cv cv cv ov -o -o -o -o -o 0 -o -o -o -o -o -o -o -o -o -o -o -o r -o -o -o -o -o -o -o -o -o a -o .. -o -o -o -o > Q Q Q Q Q m Q Q Q Q Q Q Q Q Q Q Q Q m Q Q Q Q Q Q Q Q Q vl Q x Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q o� O y v L Z 0 K L K � W 0 OD 0 K W 0 Z . . . . . 0 . 'O C co_ co_ ¢ 3 rc 3 rc rc 3 rc rc rc 3 rc rc rc rc rc rc rc rc rc rc x 0 '+� w z z w v w v v w v v v w v v v v v v v v v v � v c c c c `i G E u E v 'o w j m «, N > ¢ ¢ a m O O 0 0 0 m v 0 a O 0 3 w '^ v a 3 3 v - v v v v v v v v vl v v v >, v v v v > v -0 v rc rc °� °� °� °� °� °- °- ;- °- °- v ;- °- °- °- °- Q rc orc w M y v .c � u Y> .>, > > .>, > > > .>, > > `° > > > .>, L > > > > a > .>, y 3 3 3 3 3 3 3 3 3 3 > 3 3 3 3 3 i L L z v N c Y c Y Y c Y Y Y c Y Y o Y Y Y c v Y Y Y o Y > v c c v v v v v v v v v v v v v v v v O v v . . on on . . . . . .. on on on on on n Z'',� '- oo ,� 'o ,� 'o m 00 'o >> ,� ¢ 'o o w w w w w w w w w w w w w w w a 0 0 O N n o w N o n N o N m o O V N N O W vl m N N m vt W V > vl o tD m I� m V O m V I� N m o N m W N m m 0 m w o n v v w n o n w n n o m w v N o a o� .� o a w n w w w w m m o o o o m U � Y a U Q v v ° Z TO I v O ON v w v c T > Y O o O o C v OWO ^ O _ v O C u ° ° m L,v > w u o w N a o c W m C o m 0E mu 2 Y -m m V V v d V 0 I" V a oD W Y O Z p V W p O o L O L N Z o tui o 0 Y '—^ o C c C o — C a (f7 o wO O u E z m 000 it c v u a° ° o Ej a -o u o o° _ ~ ¢ > a v F w o o° ~ o 0 z ow m - 0c iv a i ¢ E z c Y : o - m` c m m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w w z_ z z z z z z z z z z_ z z z_ z z z_ z z z_ z_ z z z_ z > > > > > > > > > > > > > > > > v p > > > 0 0 a a a a a a a a a a a a a a a a E ¢ > > a ¢ ¢ a a w w w w w w w w w w w w w w w w v > ¢ ¢ w w w w w w w w w w w w w w w w w w w w w w w w w w 0 0 w G a a a a a a a a a a a a a a a a a a a a a a a a a > T a a a a a a a a a a a a a a a a w O Y Z Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y > > (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 d LL LL ? 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 > > O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EO v o 0 ' oo n N n o o� ry n o m o o v ry .� o w m o �n w a w n w m n w v o V I� w o o� ry m m o m o� n v v �o n o n �o n o o m o� a o a o o a w n w w w m m o 0 0 o �o I n n n n o w w I� W I� �o m o n w n �o n n n n n n n n m N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N d Y O Y m Z o 0 m a w n w o v ry w m m o m w o w m w n m w .� n �n a m w ry n m .� o m o m m n a y o o o o `" o " o o v o "' " o o o o - o n . . v v v v 0 0 o 0 0 0 0 0 o 0 o o 0 0 0 0 o 0 o o 0 0 o o 0 0 o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 >'o 0 0 o 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o 0 0 o o o o o o o o 0 0 0 o o o o o o V a` 0 a a a N v a v v v v v v v . . . . v v v v v .ti N N N N N N N N N N N N N N N ry N N N N N N N N N N m m m m m m m m m m m m m m m m m m o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o W W W W N W W W W W N W W W W W W W W W N W W W W W W W W N W W M O z Ewo awwwwwwwwwwwwwwwwwwwwwwwwwwww0000000000000000000000 � o � oN � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 0000000000000000000000 E m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m ¢ ry o6m ry - x +n+n+n O N ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti � O Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E m LL c0 c0 c0 c0 c0 c0 co co co co co co co co co co co co co co co co v v w v v v v w w w w w w w w w w w w w w w c� z w m o ry o ry o� n N ry N N N N N N N N N o N N o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N o a tD O 0 N N N V V N Z F Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N — ;Z ; Z K ======== h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h — o F x x x x x x x x x a x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ U1 ¢ ¢ ¢ Q ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ O Y W L K L K 0 OD 0 K W � 0 v Z 0 O O ¢ a• O 'a• w v v v v v v v v v v v v v v v v v v v v v v v v v v v v u. +� U~1 Y Y Y Y Y Y Y Y Y > Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y - - - - - W - - - - - - - - - - - - - - - Q co w 3 3 3 3 3 3 3 3 3 v 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 a a ¢' a v v v v v v v v v v v v v v v v v v v v v v v v v v v v a a a a a a a a a a a c a a a O L v L z . . . . . . . . . c . . . . . . . . . . On . . . . . On . On w v v M.� v ` wwwwww woI (7 (7 o (7 (7 (7 (7w m a o� a �n o �n �o n �o a m o �o m a ,� ry n m ry w a o n �n o �o �nn w o o a w o w m w w n n w w m m m o o o o w a �o n w o w o mw m mmmmm m mmm mm m m m m m m m m o o o 0 0 0000mm m m o� m m o 0 o m o o m o� o� o� ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry N U � a 2b c v rvy v z O z ° v v E m L = o w Y ° v v -°o 0 = cv L w x E o Z T rc c ¢ Q V N Q m >w Y v v � m x u > v m` c7 Y ° m m` ¢ i'n o > u O K G v C w ` O > C W F a• C CD— 0 T h O o o Y E -° ? o `o Y L o o E v 2 , c o v `o `o o x ID o w r m rc x V 0 � T¢vV Vo ° um -o ¢ v wcx r ¢ = r oL". m m w f0 O V > >'� .E v c E 3 c E .O v u Y in Y x o 0 0 ¢ oo � rc° u rc° � a v ° -° Y w o w` � � � m` ¢ vi c7 w c m m m 'o a` > > > > > > > > > > > > > > > > > > > > > > > > > > > > > w m 0 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ > > > > > > > > > > > > > > > > > > > > > > � ¢ w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ F F F F F F F F F F F F F F F F F F F F F F F F F F F F F > > > > > > > > > > > > > > > > > > > > > > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 m E o v o 0 o 0 o m a �o n �o a m o �o m a .� ry n o� ry w a o o �o .� n �n n �o �n n �o 0 o a o �o 0 s w �m w w m n m wm m m m o o 0 o w o w w w w o w m m m m m m m m m m m m m m m m m m m m m o 0 0 0 0 0 0 0 0 o m m o� m o� m m o� m m o 0 o m o o m m N N N N N N N N N N N d Y O Y m Z o 0 w a m a o a o �n m w w n n w w m �n o a m a o w n w n m n m m w o w n w v v v " v `� `�' a a w w w v v �o w w w m m � n n n o o o o 0 o o o o o o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o o o 0 o o o 0 0 o o o o o o o o o >'o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o a 0 v v v v m m v v v v v v v v m m v v v v v V m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o oao � O z E m o � o N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o - m ¢ 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 v v v v v v v v v v v v v v v v v v v v w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w z z .� o o Io a D O N N N V 0 V N F Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N v; Z Z v; v; v� v� v� v;_ Z _ v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x O - r '� cw cw cw cw cw cw cw cw cw cw cw cw cw $ cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw -° > Q Q Q Q Q Q Q Q Q Q Q Q Q O Q Q Q Q vi Q Q w Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q °D O y v Z -E O � K� K o 0 OD 0 K V W 0 LL Z 0 N O O a m O 'ate w - v v v v v v v v v v v v v v v v . v v v v v v v v v v v v v v > > > > > > > > > > > > > > > a a a 3 a a a a a s vi a a a a a a a a a a a a a a w v v v v v v v v v v v v v v 3 - v aaaaaaaaaaaaaa a Q o f0 w a a a a a Q a a a a a a a a a a a a a a a a a i r r a s a s m m m > a a a a a a a a a a a a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O v z v v v v v v v v v v v v v o v v v v m v v Y v v v v v v v v v v v v v v i n n rc o `o `w `v `v `v `v `v `v `v a 0 0 O w o (7 m (7 w w w w (7 (7 m (7 ^ (7 (7 (7 (7 (7 (7 > (7 (7 (7 (7 (7 (7 (7 (7 (7 o o (7 w (7 - v - m o m �o �o m m .� m N �n o v - w o m .� n n .� o o v I o m .� �n �o m a m �o w m o n n n n o �o a m w n w m v m m n n m m m o 0 0 0 y0 LL m LL m m m m m m o m m m m v m m m m o m m w w w w w w m m o m m o o m m w w w m m m m m m m m m m m m U G v O � U V U r W �Z Y V � O m w CO 7 L -O O `O W h Y C W W 7 c z E r c J m `v O v m` V ° a O rc LL J v v v z a n y v Y c 3 N m o �° F E Q Y Q Q oLj- m Q m a v L c F a um e x rc a m e c7 v >,_ a m K r o O F v >v ° ~ c - o o � z - u _ ¢ u u z i v u . Y . w Y = > � o w z o a O K G Qz ',• -° c w o r 'o J r N `v v = `O E w no °vo a`v aE Q°oryc -O o oO � = m O vxv °' oj 0 n rm u 0 ° r 0 Eo o Oo v n u -0 Yo ¢ o c7 mcE �-cx7° o u �ol c m m m 0 a` m m 0 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > E a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a > > > > > > > > > > > > > > > avq > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > a a a a a a a a a a a a a a a O z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 0 0 v E o v o 0 o 0 n N m o .� wo w w w m N o a m w o m n n o o a w o w o w N m o .� m m a m `�' �o w m o n n n n o w o m n w w n w m v m " m n n m m m o o o o o� m m m m m m m o m m m m w m m m m o m m o� o� w w o� o� m m o m m o o m m o� w o� m m m m m m m m m m m m .ti N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N d Y O Y v Z o 0 a w w wo n o n ,� o N m m a w o m o w n w a w w a .� a m .� a o w m n w m �n N m N � o o o o o o o o o 0 0 0 o 0 o o o o 0 0 o o o o 0 0 o o 0 0 o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 >'o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o a 0 v v v v m m v v v v m m v v v v v v v m m v v v v v v v v v v v v v v v V m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o O z w o � oN 0000000 w w w w w w w w w w w w w E m m m m m m m m m m m m m m Ili o6 7 +n+n+n O N ti titi titi titi tiff tiff tiff tiff tiff tiff ti � O Q 7 0 0 0 0 0 0 0 0 0 0 0 0 0 � °' o m LL co co co co co co co v v v v v v v •" (7 z n m o o� n ry 0 D O 0 N N N V V N F Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N K O t V W W W W W W W W W W W W W W W W W W W W -Q ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ O Y W -EZ 0 � K� K 0 OD 0 K W � 0 v Z 0 O O ¢ � O '+• w W W W W W W W W W W W W W W W W W W W W m K W W W W W W W W W W W W W W W W W W W W L L L >Z O O O O O O O O O O O O O O O O O O O O 0 v K v > W W W W W W W W W W W W W W W W W W W W a ffi O n o a o N w I I y0 n w w m o m m n o� o� w m m m m o 0 w N w m m m m m m m m m m m m m m m m m m m m o 0 0 0 U Y U ¢ Y oD ~ O W Z _ y O � F K ODD I� O ¢ v O w N r v uvi Y vi w z w v v v " 0 �/1 v � � h Z � C w j — N Z W F O F . 0 = O c O a 0 'C E Y vOi V O N O O ._ O v m 'y^ O c v o x N `v m = w Z °D `v o E > in w V w uai o r v 0 n v J V N _ m v C O u v w _ v E o > > D D Y K Ul Y D Ul D Y V > K D > d Y 0 7 C N m N O a` c 0 v 0 E ¢ > > > > > > > > > > > > > > > > > > > > avq ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ O O O O O O O O O O O O O O O O O O O O c v E o v o 0 o o n N n o v o w w n v m o m o w w n a w �o w n n n w m w m m m m o 0 m m m m m m m m m m m m m m m m o o .ti N N o o N d Y O Y v Z o 0 w n w a a m n ry w w n o m w a y o o of o o 0 o 0 o o o o o o o o o o o o o o o o o o o o o o >'o o o o o o o o o o o o o o o o o o o o o & a` 0 o o o o o o o o o o o o o o o o o o o o � .._. -- - — � �xta _ — r ._ r S i �,. � _ ��� '� ;� �-� ��� �� �F � ��� n _ T. �� � ��� �� ,� __ `thy yy��,,�� C� q�}'iT'1 •�'.� a VF��:" .d��r. wrS � �� �� � _ �®® � �� �� �� __ ,�. _ � � ��� � - �� = t ®_ . ,. _ � � �. �� _ - _ ®_ _ .�,,,a - ®.. _ `i _ � �n 'e..� z� SNELLING AUE N,. �\NEc 76 W W � �v 7 tl M31AN 3l'J �+ O DES ALENl\Nti f 4 Q N tl M31All3O sr 3Atl 31A I � w Y/V l� 3Ntlf IM :j aN S_IIIH�� IllOb. M � M � Attachment C AFFIDAVIT OF MAILING PROJECT HEARING NOTICE STATE OF MINNESOTA) COUNTY OF RAMSEY) Julie Hanson, being first duly sworn, deposes and says: I am a United States citizen, over 18 years of age, and the City Clerk of the City of Arden Hills, Minnesota. On August 28, 2020, acting on behalf of the said city, I deposited in the United States mail at 1245 West Highway 96, Arden Hills, Minnesota, copies of the attached notice of public hearing on proposed project, enclosed in sealed envelopes, with postage thereon fully prepaid, addressed to the persons and addresses listed on the attached mailing list. Each individual notice included notice of and instructions on how to access the proposed project details. There is delivery service by United States mail between the place of mailing and the places so addressed. (Vap',A T ", In M Sig lure Subscribed and sworn to before me this � day of , 20_ZQ Notary Public SUSAN ELIZABE'fH JOHNSON NOTARY PUBLIC-MINNESOTA J My Camnussion Expires Jan.31,2622 Y s1,9•y `� :T: I -A DEN_HILLS CITY OF ARDEN HILLS NOTICE OF PUBLIC HEARING ON JERROLD AVENUE, EDGEWATER AVENUE, GLENPAUL AVENUE AND PRIOR AVENUE NORTH August 28, 2020 Notice is hereby given that the Arden Hills City Council will meet at 7:00 p.m. on Monday, September 14, 2020 to conduct a public hearing on whether to undertake the proposed street and utility improvement project, pursuant to Minnesota State Statutes Chapter 429.011 to 429.111. Due to the state of emergency caused by the pandemic, and pursuant to the Mayoral determination dated March 20, 2020, the hearing will be conducted virtually via Zoom. Participation in the hearing will be possible either by phone or computer connection. To join the meeting via computer, please access via this link https://us02web.zoom.us/i/85706614303 To join the meeting via telephone, please call 1-312-626-6799 and enter meeting ID 857 0661 4303. The proposed improvements include street and utility reconstruction, consisting of removal of the existing bituminous pavement, subgrade correction, addition of concrete curb and gutter, water main replacement, sanitary sewer repairs, storm sewer installation and new bituminous pavement along: ■ Jerrold Avenue from New Brighton Road to 335 feet west of Prior Avenue ■ Glenpaul Avenue from New Brighton Road to Cleveland Avenue ■ Prior Avenue from County Road D to 160 feet north of Jerrold Avenue The proposed improvements include full depth reclamation of the existing bituminous pavement, concrete curb and gutter repairs, water main and sanitary sewer repairs, and storm sewer improvements along: ■ Jerrold Avenue from 335 feet west of Prior Avenue to west cul-de-sac ■ Edgewater Avenue from New Brighton Road to west cul-de-sac The feasibility study also investigated potential street improvements along Lake Valentine Road from Snelling Avenue North (CSAH 76) to Mounds View High School and recommends these street improvements be rescheduled for the year 2028. The City's Public Works Department would complete routine surface repairs to address pavement condition issues during the interim period. Street improvements along Lake Valentine Road are not recommended to proceed in the year 2021 with the improvements noted above. City of Arden Hills 1245 West Highway 96 • Arden Hills Minnesota 55112 Phone 651.792.7800 www.cityofardenliills.org ,ARQEN HILLS The recommended improvements are estimated to cost $3,806,519, which is proposed to be assessed against the benefited properties. A reasonable estimate of the impact of the assessment will be available at the hearing. A copy of the project feasibility study report and draft assessment roll are available for review on the City's website as described on the attachment to this notice. You have received this notice because you own property within the area proposed to be assessed for the improvement. The area proposed to be assessed for all or part of said cost is the property abutting those portions of streets described above, all within the City of Arden Hills,Minnesota. Persons wishing to express an opinion regarding the improvement project are invited to attend and testify at the hearing or to submit written comments prior to or during the hearing. If you have any questions or comments, please contact City Engineer, Todd Blomstrom, at (651) 792-7846 or tlomstrom@cityofardenhills.org. BY ORDER OF THE ARDEN HILLS CITY COUNCIL /s/David Perrault, City Administrator City of Arden Hills ,ARQEN HILLS Project Information Available on City Website 2021 PMP Street and Utility Improvement Project Hazelnut Park/ Glenpaul Neighborhood 1. Access the City Website: https://www.cilyofardenhills.org 2. Scroll down to blue box labeled "Helpful Links" on the left 3. Click on"Road Construction Projects" 4. Click on"2021 Pavement Management Program Study" Scroll down to"Project Feasibility Report' to view the full report document. Scroll down to "Draft Assessment Rolf' to view the draft assessment roll contained in the Feasibility Report. City of Arden Hills Q T T T T T T T T T c O Z a a a a a d a d a o w I� m F m m V V V V V V V V V V V V V V V V o� o ,� p N a N m N N o N m m m m m m m m m m m m m m m m E m N N N N N -_ �v� _ vi_v"i_ vi_v"i_ v"i_vi_ v"i_ x +n+n+n O N Q Q Q Q Q ti tiff tiff tiff tiff tiff tiff ti titi tiff tiff tiff tiff Q Q Q Q ---------------- w0 Q 0 0 0 0 0 0 0 0 0 ti ti ti ti ti ti ti ti ti � n rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc x rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc rc - m m Q D D D D D D D D D D D D D D D D D O w 0 0 0 0 0 0 0 0 0 0 0 0 0 m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F J N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N z 0 z w m �o ry w ry ry w ry ry ry o� n o w o� o_ D O O V V V V V N Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z F 2 V x x x °' x x x x x x x x x x x 0 r v v v v v v v v v v v v v v v v v v v cv c a cv c c c c 0vvv o 0 o o o o o o o - -vo -o -o -o -o -ocv cv -ocv -ocv -ocv -ocv -ocv -ocv -ocv -ocv -ocv -ocv -ocv -ocv -ocv -o Q cv Q x Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q o� O y z L Z 0 K L K � W 0 OD 0 K z 0 Z . . . . . 0 . 'O C co_ co_ ¢ 3 rc 3 rc rc 3 rc rc rc 3 rc rc rc rc rc rc rc rc rc rc x 0 '+� w z z � v j m y N > ¢ ¢ a m O O 0 0 0 m v 0 O O w '^ v a 3 3 v - v v v v v v v v vl v v v >, v v v v > v -o v rc rc °� w w w w w w w w w v w w w w w Q rc orc w M y v .cY> .>, > > .>, > > > .>, > > `° > > > .>, L > > > > a > .>, y 3 3 3 3 3 3 3 3 3 3 > 3 3 3 3 3 i L L z v N c Y c Y Y c Y Y Y c Y Y o Y Y Y c v Y Y Y o Y > v c c v v v v v v v v v v v v v v v v O v v . . on on . . . . . .-o on on on on on n Z'',� '- oo ,� 'o ,� 'o m 00 'o >> ,� ¢ 'o o w w w w w w w w w w w w w w w a 0 0 O N n o w N o n N o N m o O V N N O W vl m N N m vt W V > vl o tD m I� m V O m V I� N m o N m W N m m 0 m w o n v v w n o n w n n o m w v N o a o� .� o a w n w w w w m m o o o o m U � Y a U Q v v ° Z TO I v O ON v w _ Y W O L 0 Z W OD O CO C a• O L — 'o '^ C o '^ C - d z > O v �O — C Y T Y T v W O L C j O o c 'o x cv x z �° c L w F ° = a w -,vo c� rc w >, > N u a a v Q a rc v w c_ L v w r m L n v w w v c T > Y v v E y r-Oo r-Oo C h ` -o -o Y = C T m 0 mu 2 a V Y m F (7 a V Y O a m Y Z Y a m Y Z m N 0 (7 V 0 I" � � V a oD W Y O Z p V V W T a '0 00o O t o o xv� LL ww ojE 'aW uci ,C j= mvvv oh C (7 C vv yy awO - o L-0O - 0 (7o i cv° a u F E o a a ° °J° ~ , wp v p > oc� ~ o ¢o0N z O n0y ° v io vn c v v>v : 7o ` o `z u u c m` c m m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o w w z_ z z z z z z z z z z_ z z z_ z z z_ z z z_ z_ z z z_ z > > > > > > > > > > > > > > > > v o > > > o o a a a a a a a a a a ¢ ¢ ¢ ¢ ¢ ¢ E ¢ > > a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ¢ ¢ a a w w w w w w w w w w w w w w w w v > ¢ ¢ w w w w w w w w w w w w w w w w w w w w w w w w w w 0 0 w a z z rc rc w w w G a a a a a a a a a a a a a a a a a a a a a a a a a > T a a a a a a a a a a a a a a a a Z O Y Z Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y > > 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d LL LL ? 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 > > O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 eO v o 0 ' oo n N n o o� ry n o m o o v ry .� o w m o �n w a w n w m n w v o a n w o o� ry m m o m o� n v v �o n o n w n o o m o� a o a m o o v w n w w w m m o 0 0 0 m w I n n n n o w w I� w I� w m o n w n �o n n n n n n n n m m w w w w w w w w m m m m m m m m N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N d Y O Y m Z o 0 m a w n w o v ry w m m o m w o w m w n m w .� n �n a m w ry n m .� o m o m m n a y o o o o `o o " o o v o "' " o o o o - o n . . v v v v 0 0 o 0 0 0 0 0 o 0 o o 0 0 0 0 o " o o 0 0 o o 0 0 o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 >'o 0 0 o 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o 0 0 o o o o o o o o 0 0 0 o o o o o o V a` 0 a a a N v a v v v v v v v . . . . v v v v v .ti N N N N N N N N N N N N N N N ry N N N N N N N N N N m m m m m m m m m m m m m m m m m m o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o W W W W N W W W W W N W W W W W W W W W N W W W W W W W W N W W M O z Ewo awwwwwwwwwwwwwwwwwwwwwwwwwwww0000000000000000000000 � o � oN � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 0000000000000000000000 E m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m ¢ ry o6m ry - x +n+n+n O N ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti � O Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E m LL c0 c0 c0 c0 c0 c0 co co co co co co co co co co co co co co co co v v w v v v v w w w w w w w w w w w w w w w c� z w m o ry o ry o� n N ry N N N N N N N N N o N N o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N o a tD O 0 N N N V V N Z F Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N — ;Z ; Z K ======== h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h — o F x x x x x x x x x a x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ U1 ¢ ¢ ¢ Q ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ O Y W L K L K 0 OD 0 K W � 0 v Z 0 O O ¢ a• O 'a• w v v v v v v v v v v v v v v v v v v v v v v v v v v v v u. +� U~1 Y Y Y Y Y Y Y Y Y > Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y - - - - - W - - - - - - - - - - - - - - - Q co w 3 3 3 3 3 3 3 3 3 v 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 a a ¢' a v v v v v v v v v v v v v v v v v v v v v v v v v v v v a a a a a a a a a a a c a a a O L v L z . . . . . . . . . c . . . . . . . . . . On . . . . . On . On w v v M.� v ` wwwwww woI (7 (7 o (7 (7 (7 (7w m a o� a �n o �n �o n �o a m o �o m a ,� ry n m ry w a o n �n o �o �nn w o o a w o w m w w n n w w m m m o o o o w a �o n w o w o mw m mmmmm m mmm mm m m m m m m m m o o o 0 0 0000mm m m o� m m o 0 o m o o m o� o� o� ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry N U � a 2b c v rvy v z O z ° v v E m L = o w Y ° v v -°o 0 = cv L w x E o Z T rc c ¢ Q V N Q m >w Y v v � m x u > v m` c7 Y ° m m` ¢ i'n o > u O K G v C w ` O > C W F a• C CD— 0 T h O o o Y E -° ? o `o Y L o o E v 2 , c o v `o `o o x ID o w r m rc x V 0 � T¢vV Vo ° um -o ¢ v wcx r ¢ = r oL". m m w f0 O V > >'� .E v c E 3 c E .O v u Y in Y x o 0 0 ¢ oo � rc° u rc° � a v ° -° Y w o w` � � � m` ¢ vi c7 w c m m m 'o a` > > > > > > > > > > > > > > > > > > > > > > > > > > > > > w m 0 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ > > > > > > > > > > > > > > > > > > > > > > � ¢ w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ F F F F F F F F F F F F F F F F F F F F F F F F F F F F F > > > > > > > > > > > > > > > > > > > > > > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 m E o v o 0 o 0 o m a �o n �o a m o �o m a .� ry n o� ry w a o o �o .� n �n n �o �n n �o 0 o a o �o 0 s w �m w w m n m wm m m m o o 0 o w o w w w w o w m m m m m m m m m m m m m m m m m m m m m o 0 0 0 0 0 0 0 0 o m m o� m o� m m o� m m o 0 o m o o m m N N N N N N N N N N N d Y O Y m Z o 0 w a m a o a o �n m w w n n w w m �n o a m a o w n w n m n m m w o w n w v v v " v `� `�' a a w w w v v �o w w w m m � n n n o o o o 0 o o o o o o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o o o 0 o o o 0 0 o o o o o o o o o >'o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o a 0 v v v v m m v v v v v v v v m m v v v v v V m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o oao � O z E m o � o N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o - m ¢ 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 v v v v v v v v v v v v v v v v v v v v w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w z z .� o o Io a D O N N N V 0 V N F Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N v; Z Z v; v; v� v� v� v;_ Z _ v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; v; x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x O - r '� cw cw cw cw cw cw cw cw cw cw cw cw cw $ cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw -° > Q Q Q Q Q Q Q Q Q Q Q Q Q O Q Q Q Q vi Q Q w Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q °D O y v Z -E O � K� K o 0 OD 0 K V W 0 LL Z 0 N O O a m O 'ate w - v v v v v v v v v v v v v v v v . v v v v v v v v v v v v v v > > > > > > > > > > > > > > > a a a 3 a a a a a s vi a a a a a a a a a a a a a a w v v v v v v v v v v v v v v 3 - v aaaaaaaaaaaaaa a Q o f0 w a a a a a Q a a a a a a a a a a a a a a a a a i r r a s a s m m m > a a a a a a a a a a a a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O v z v v v v v v v v v v v v v o v v v v m v v Y v v v v v v v v v v v v v v i n n rc o `o `w `v `v `v `v `v `v `v a 0 0 O w o (7 m (7 w w w w (7 (7 m (7 ^ (7 (7 (7 (7 (7 (7 > (7 (7 (7 (7 (7 (7 (7 (7 (7 o o (7 w (7 - v - m o m �o �o m m .� m N �n o v - w o m .� n n .� o o v I o m .� �n �o m a m �o w m o n n n n o �o a m w n w m v m m n n m m m o 0 0 0 y0 LL m LL m m m m m m o m m m m v m m m m o m m w w w w w w m m o m m o o m m w w w m m m m m m m m m m m m U G v O � U V U r W �Z Y V � O m w CO 7 L -O O `O W h Y C W W 7 c z E r c J m `v O v m` V ° a O rc LL J v v v z a n y v Y c 3 N m o �° F E Q Y Q Q oLj- m Q m a v L c F a um e x rc a m e c7 v >,_ a m K r o O F v >v ° ~ c - o o � z - u _ ¢ u u z i v u . Y . w Y = > � o w z o a O K G Qz ',• -° c w o r 'o J r N `v v = `O E w no °vo a`v aE Q°oryc -O o oO � = m O vxv °' oj 0 n rm u 0 ° r 0 Eo o Oo v n u -0 Yo ¢ o c7 mcE �-cx7° o u �ol c m m m 0 a` m m 0 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > E a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a > > > > > > > > > > > > > > > avq > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > a a a a a a a a a a a a a a a O z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 0 0 v E o v o 0 o 0 n N m o .� wo w w w m N o a m w o m n n o o a w o w o w N m o .� m m a m `�' �o w m o n n n n o w o m n w w n w m v m " m n n m m m o o o o o� m m m m m m m o m m m m w m m m m o m m o� o� w w o� o� m m o m m o o m m o� w o� m m m m m m m m m m m m .ti N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N d Y O Y v Z o 0 a w w wo n o n ,� o N m m a w o m o w n w a w w a .� a m .� a o w m n w m �n N m N � o o o o o o o o o 0 0 0 o 0 o o o o 0 0 o o o o 0 0 o o 0 0 o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 >'o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o a 0 v v v v m m v v v v m m v v v v v v v m m v v v v v v v v v v v v v v v V m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o O z w o � oN 0000000 w w w w w w w w w w w w w E m m m m m m m m m m m m m m Ili o6 7 +n+n+n O N ti titi titi titi tiff tiff tiff tiff tiff tiff ti � O Q 7 0 0 0 0 0 0 0 0 0 0 0 0 0 � °' o m LL co co co co co co co v v v v v v v •" (7 z n m o o� n ry 0 D O 0 N N N V V N F Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N K O t V W W W W W W W W W W W W W W W W W W W W -Q ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ O Y W -EZ 0 � K� K 0 OD 0 K W � 0 v Z 0 O O ¢ � O '+• w W W W W W W W W W W W W W W W W W W W W m K W W W W W W W W W W W W W W W W W W W W L L L >Z O O O O O O O O O O O O O O O O O O O O 0 v K v > W W W W W W W W W W W W W W W W W W W W a ffi O n o a o N w I I y0 n w w m o m m n o� o� w m m m m o 0 w N w m m m m m m m m m m m m m m m m m m m m o 0 0 0 U Y U ¢ Y oD ~ O W Z _ y O � F K ODD I� O ¢ v O w N r v uvi Y vi w z w v v v " 0 �/1 v � � h Z � C w j — N Z W F O F . 0 = O c O a 0 'C E Y vOi V O N O O ._ O v m 'y^ O c v o x N `v m = w Z °D `v o E > in w V w uai o r v 0 n v J V N _ m v C O u v w _ v E o > > D D Y K Ul Y D Ul D Y V > K D > d Y 0 7 C N m N O a` c 0 v 0 E ¢ > > > > > > > > > > > > > > > > > > > > avq ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ O O O O O O O O O O O O O O O O O O O O c v E o v o 0 o o n N n o v o w w n v m o m o w w n a w �o w n n n w m w m m m m o 0 m m m m m m m m m m m m m m m m o o .ti N N o o N d Y O Y v Z o 0 w n w a a m n ry w w n o m w a y o o of o o 0 o 0 o o o o o o o o o o o o o o o o o o o o o o >'o o o o o o o o o o o o o o o o o o o o o & a` 0 o o o o o o o o o o o o o o o o o o o o NEW BUSINESS— 9A ,-iIZEN HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Todd Blomstrom, Public Works Director/City Engineer SUBJECT: Resolution 2020-037 Ordering Improvements and Preparation of Plans and Specifications for the 2021 PMP Street and Utility Improvement Project Budgeted Amount: Actual Amount: Funding Source: $3,807,000 $3,806,519 PIR, Water, Sanitary Sewer, Surface (2021-2025 draft CIP) (anticipated) Water, Special Assessments Council Should Consider The City Council is requested to consider adoption of Resolution 2020-037 ordering improvements and preparation of plans and specifications for the 2021 PMP Street and Utility Improvement Proj ect. Back2round/Dis cuss ion Following the public hearing under agenda item No. 8A, the next step in the project delivery process is to approve a resolution ordering the improvements and the preparation of plans and specification for the 2021 PMP Street and Utility Improvement Project. The resolution document provided in Attachment A would order the improvements and plans in accordance with the recommendations provided in Section 7 of the project feasibility report. Upon approval of the resolution, the project design process would proceed with a second virtual public informational meeting conducted during the week of October 19, 2020, final plans available for City Council approval in January 2021 and an assessment hearing scheduled for late March or early April 2021. Attachments Attachment A: Resolution 2020-037 Page 1 of 2 ,It Attachment A -ARZEN HILLS CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2020-037 A RESOLUTION ORDERING IMPROVEMENT AND PREPARATION OF PLANS AND SPECIFICATIONS FOR THE 2021 PMP STREET AND UTILITY IMPROVEMENT PROJECT WHEREAS, on July 27, 2020, the City Council adopted Resolution 2020-029, ordering a public hearing on the proposed improvement of the following streets: Jerrold Avenue from New Brighton Road to west cul-de-sac Edgewater Avenue from New Brighton Road to west cul-de-sac Glenpaul Avenue from New Brighton Road to Cleveland Avenue Prior Avenue from County Road D to 160-feet north of Jerrold Avenue WHEREAS,ten days mailed notice and two weeks published notice of the hearing was given, and the hearing was held on September 14, 2020, at which time all persons desiring to be heard were given an opportunity to be heard thereon, NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Arden Hills, Minnesota: 1. Such improvements are necessary, cost-effective, and feasible as detailed in the feasibility report. 2. Such improvements are hereby ordered as proposed in the Council resolution adopted July 27, 2020 and recommended in the project feasibility report. 3. The City of Arden Hills Engineering Department is hereby designated as the engineer for this improvement. The engineer shall prepare plans and specifications for the making of such improvements. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 14th DAY OF SEPTEMBER, 2020. David Grant, Mayor ATTEST: Julie Hanson, City Clerk To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. NEW BUSINESS—9B ,--`iIZEN HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Gayle Bauman, Finance Director SUBJECT: Consider Approval of Preliminary Tax Levy Payable in 2021 and Setting Budget Public Hearing Date Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motion to adopt Resolution 2020-038 setting the Preliminary Levy for Taxes Payable in 2021, motion to adopt Resolution 2020-039 setting the Preliminary Levy for Taxes Payable in 2021 for the Karth Lake Special Taxing District, and motion to adopt Resolution 2020-040 adopting Truth In Taxation Public Hearing Date for Proposed Taxes Payable in 2021. Background State law requires that cities certify their proposed property tax levies to the county auditor by September 30th. The proposed tax levy that is given preliminary approval may be lowered but cannot be increased. Therefore, it is important that the proposed tax levy provides adequate revenues to finance the 2021 Budget. The City Council needs to decide the maximum levy that it is willing to approve and then adopt the attached resolution. The final levy will be set in December 2020. A budget workshop was held with the Council on August 17, 2020. Staff was directed to reduce the proposed COLA for non-union employees from 3%to 2% and to raise the proposed maximum levy increase from 3% to 5%. There will be another budget workshop in either October or November, prior to the final levy and budget adoption meeting in December. Discussion Expenditures The 2021 preliminary budget is currently being prepared assuming a 2.0%wage adjustment for non- union staff, the IUOE Local 49 Union Contract was approved back in December 2019 at 3% for 2021. There is also a 3%increase assumed for health, a 0.0%increase for dental and a 0.0%increase for life insurance premiums. No new positions are included in the budget but there were changes to some of the wage allocations. 2021 budget information was received from Ramsey County and Lake Johanna Fire Department for public safety. The police contract is expected to rise by 3.8%, or $51,120 for 2021. Information provided by Ramsey County on this increase is as follows: The major cost drivers include: • Personnel costs, including a 2.5%cost of living adjustment and increases for retirement contributions. • Automotive repair increases due to County garage rates,which are currently$90 per hour. • An additional$15,000 budgeted for first aid supplies based on demand. The budget also provides funding for: • Body-worn and in-car cameras at the same rate as 2020. • Training to meet newer state mandates(crisis intervention, mental health,conflict management and mediation, implicit bias, diversity, etc.). Estimated revenue is decreased from the 2020 budget. This 2021 budget estimate does not include funding for civil unrest, personnel-related COVID-19 expenses, or a contingency fund. Dispatch costs will be increasing by 22.4%, or $10,220. This is mainly due to an error in the way report queries undercounted medical calls in previous years for cities served by Allina. This means an increase in call counts and an increase in cost sharing for the next three years. The impact of this shift will happen over a three-year period as the use of a three-year rolling average of call counts smooths out variability in annual call fluctuations. The fire costs are expected to rise by 5.7%, or $35,410 for 2021. This is mainly due to increased personnel costs ($51,690), the addition of family health insurance ($28,000) and an increase in routine maintenance repairs ($26,720), all of which Arden Hills' cost share portion is 25%. Revenues Included in building permit revenue is $245,000 for two significant projects expected to move forward next year. One is a senior housing project and the other is a commercial office/warehouse. If one or both of these does not move forward and no other projects develop during 2021, the budget for building permit fee revenues may be overstated. This preliminary budget does not include any increases for business license or liquor license fees. Staff will bring back options for potential fee increases at a future meeting. General Fund budget to actual comparisons for the past two years is included as Attachment E. Property Tax Levy A survey was recently routed to various cities in the metro asking about proposed levy amounts being considered. Below are the results of that survey. Mounds View 0.00% Cottage Grove 3.99% Maplewood 0.00% Oakdale 4.00% North St. Paul 0.00% Apple Valley 4.30% Little Canada 2.00% Brooklyn Center 4.50% New Brighton 2.10% Arden Hills 5.00% St. Louis Park 3.00% Shoreview 5.04% Shakopee 3.25% Golden Valley 5.15% St. Anthony Village 3.37% Richfield 5.50% Minnetonka 3.50% Oak Park Heights 7.00% White Bear Lake 3.75% Blaine 7.10% Roseville 3.96% Savage 7.80% Below are tables showing the impact of various levels of a city levy increase to Arden Hills' homes assuming that a home's value is increasing by 4.05%, which is the median amount. Set levy at $4,259,400 (an increase of$124,060 or 3.0% over 2020) Value of Value of Taxab e C.Tf TAX F . . F . . Pay 202-0 Pay 2021 Pay 2-021 Pay 2020 Pay 2021 CHANGE a 190,000 197.300 156,900 404 415 11 2.9° 372,400 387,500 395,100 937 959 22 2.3% 410,000 426,600 426,600 1,041 1,062 21 2.0° 525,000 546,300 546,300 1,350 1,339 39 2.9% 650,000 576,400 576,400 1,747 1,793 46 2.6% Set levy at $4,300,750 (an increase of$165,410 or 4.0% over 2020) Taxable Property .p- Pay 2020 Pay 2021 Pay 2021 Pay 2020 Pay 2021 CHANGE CHANGE $ 190,000 $ 197,300 $ 166,900 $ 404 $ 420 $ 16 3.9% 372,400 $ 387,500 $ 39.5,100 $ 937 969 32 3.4% 410,000 $ 426,500 $ 426,600 $ 1,041 1,073 32 3.1% 525,000 $ 546,300 $ 546,300 $ 1,350 $ 1,403 53 3.9% 650,000 $ 676,400 676,400 5 1,747 1,812 65 3.7% Set levy at $4,342,110 (an increase of$206,770 or 5.0% over 2020) Value . Value . Taxable CITY 1 F . . Pro . Pay 2020 Pay 2021 Pay 2021 Pay 2020 Pay 2021 CHANGE CHANGE 180,000 197,300 $ 156,900 $ 404 $ 424 $ 20 5.0% $ 372,400 $ 397,500 $ 395,100 937 979 * 42 4.5% 410,000 $ 426,500 $ 426,500 $ 1,041 $ 1,084 $ 43 4.1% 525,000 $ 546,300 $ 546,300 1,350 $ 1,419 $ 69 5.0° 65 0,000 $ 676,400 $ 676,400 1,747 $ 1,831 $ 84 4.3% The 2020 City Tax Rate is 25.414%. The estimated 2021 City tax rate based on the most current information is calculated as follows for the different tax levy increases: 0.0% 24.102% 3.0% 24.891% 4.0% 25.154% 5.0% 25.417% 2020 tax rates for other cities in Ramsey County are as follows: 2020 Tax Rates 70 66.37 60 50.21 50 48.31 44.65 40.69 41.29 40 3 0 9 2 35.64 36.68 37.23 32.63 30 2 3 9.3 24.58 25.41 25.77 20.63 21.76 20 11.70 10 0 ,C�Q ,cad 'NN' as axe .s� ,C`�cT d� ;pQ ���2 aJ� ��0 °°a '.A �J� ° °4"5 ��e.4 `aer� \e � �ae�a ���� �``� °� �Q C'�k �Q \a xz teQ 4'1 P°r �.� S ° ppJ a¢.a� �p$c l` pb �r General Fund Transfer In 2014, the Council adopted a revised Fund Balance Policy which directs the Finance Director to bring a request to the City Council to transfer any excess funds over 50% of fund balance in the General Fund to the PIR Fund once the final audit is completed. The amount available based on the 2019 audit is approximately $478,000. The intent of the policy is to utilize the funds for one-time, non-operating items. Staff is proposing to transfer $341,000 to the Public Safety Capital Fund to cover the cost of the land purchase and access road for the future Lake Johanna Fire Station and transfer up to $137,000 to the PIR Fund. If this meets with Council approval, staff will bring back the item at the next Council meeting. Budget Impact None. Attachments A. Resolution 2020-038, setting preliminary levy B. Resolution 2020-039, setting preliminary levy for Karth Lake Special Taxing District C. Resolution 2020-040, adopting TNT public hearing date D. Preliminary 2021 Property Tax Levy Handout Presentation and General Fund Budget E. General Fund budget to actual comparison for 2019 and 2018 Attachment A , R EEN HILLS CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2020-038 A RESOLUTION SETTING THE PRELIMINARY LEVY FOR TAXES PAYABLE IN 2021 BE IT RESOLVED by the Arden Hills City Council that the following proposed sums of money be levied for levy year 2020 payable in 2021 upon taxable property in said City of Arden Hills for the following purposes: CERTIFIED LEVY FUND AMOUNT Gcncral $ 3,822,110 Economic Development 100,000 EquipmcntBuilding Replacement 50,000 Capital Improvement(PIR) 250,000 Public Safety Capital 120,000 TOTAL $ 4,342,110 PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 141h DAY OF SEPTEMBER, 2020. David Grant, Mayor ATTEST: Julie Hanson, City Clerk To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. Attachment B , RZEN HILLS CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2020-039 A RESOLUTION SETTING THE PRELIMINARY SPECIAL LEVY FOR THE KARTH LAKE IMPROVEMENT DISTRICT TAXES PAYABLE IN 2021 BE IT RESOLVED by the Arden Hills City Council that the following proposed sums of money be levied for levy year 2020 payable in 2021 upon taxable property in the Karth Lake Improvement District for replacement of pump and repairs to control cabinet to maintain and monitor the water level of Karth Lake: CERTIFIED LEVY AMOUNT: $6,611.11 PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 141h DAY OF SEPTEMBER, 2020. David Grant, Mayor ATTEST: Julie Hanson, City Clerk To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. Attachment C It' --A EN HILLS CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2020-040 RESOLUTION ADOPTING TRUTH IN TAXATION PUBLIC HEARING DATE FOR PROPOSED TAXES PAYABLE IN 2021 BE IT RESOLVED by the Arden Hills City Council that the following Truth in Taxation Public Hearing date, time and place for proposed property taxes payable in 2021 be certified to the Ramsey County Auditor and that notice of the Public Hearing be published in accordance with Minnesota Statute. Public Hearing Date: December 14,2020 Time: 7:00 P.M. Place: Council Chambers 1245 West Highway 96 PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 141h DAY OF SEPTEMBER, 2020. David Grant, Mayor ATTEST: Julie Hanson, City Clerk To view the final document, access adopted Resolutions viaArden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. v a a) � X U • — O U U OLn Lu z 0 N N < o Q N CD O � CAI o LU LU � m z � w w w oc w O O O O O O O O O O O O O Q O O vOi I, N n l0 O l0 00 I, l0 00 l0 01 - Z O ro 4J [0 M 01 l0 O I� l0 M M O 01 l0 r I 01 M 01 L LJ O Ln N w 00 r-I r-I l0 N O M r� v CIA I, � v O 4J O O O O O O O O O O O O O O O '^ N l0 Mr-i mq;l- O O N 01 M Ln l0 O Ln ro ro N O kz `Z Ln l0 l0 Ol M Ln N LJ 00 m 00 I, N l0 N l0 M 00 O I, Ln r-I U EU Ln .—I .—I 01 M O M l0 M c-I c-I N Af� EO O O O O O O O O O O O O O O a-J l0 l0 l0 n Ln M O w r-I O M m M Ln l0 O IliO O Ili l0 l0 l0 Ln N w n -i (.D m M I� 00 M 01 O _0 00 l0 00 N .--I N Ol (.0 ;i- Ln .-I 00 N m r Ln .-i Ln 00 c-I M Ln c I N Ln i/? i/? i/? i/? Q) O O O O O O O O O O O O O O O 4.1 O m Ln w --I M O l0 N I- 00 M M 1--i m O O n r-I M l0 l0 O O r-I n 00 � n N M Ln (V Ol —i l N (.D0 —j O O Ln 0 m 00 M (.D 00 —1 .-i l0 Ln � M l0 N m N M N N —i N ON m l0 qi —i Ln 00 —1 M r, 00 O M c I N Ln M W _ p Ol -1 M Ln ;i- n l0 ;i- n l0 n O 00 N 00 l0 m l0 N -i 00 00 .-I I- Ln m O N -i p —1 O N lzl 00 I- O Ln l0 00 l0 l0 I- M n N N N Ln 4 1p m M Ln N I, Ln .—I r- T l0 00 O 00 I, Ln Il Il m qt N M l0 - � N .--I .--I ;I- Ln Ln N M Il N N \ N 0 -1 m N -i M qt Ln O I- O n M N I, M r-I r-I M n O n m M 00 O 00 00 l0 I, Ln O -i Ln N O m N N Ln Ln O l0 Il rl 7 Ln N Ln cr M 00 Ol N cr O 0 O u n r"i l0 r, M r-I CIAO Ln 01 M I, l0 CIA CIACIAn .M i Ln -1 O O M l0 l0 M -i M Ln —I N Ln Q\ i/? i/? i/? V'l 00 M ;I- n M O l0 M N r� N M Ln O 00 Lf1 /� _ N l0 ;1- m r- 00 m O 00 r- ;I- M r- O N W 00 CU l0 M H O l3 O Ol - l0 M Lri l3 O l0 Ol -i 7 O l0 I� L Ln (.Dm w r� ;i- N 00 mM O (D 00 p u Ln Lf1 N ;I- 00 M l0 m l0 m 00 Ln01 CIAQ � Ln r O O Ln l0 � r- N M I N LL U Ln Q W wE co w O o z L ' L vi Z t0 Z O 4! -o E L^ v O � Ln > a z N C C L 4 J 4J LL LL 4J L U O o N O; 4 O Cro [0 � O v N w w 4J [0 J D LU O w07j E — Q tz rp Ln u 06 4J Q Z w Q u ai C �' w W D L U w H N — U ii — a 0 a o o H w w Z a) o o 0 C 0 0 � Q o ro m O O O o .4 o 0 0 � z Sri -E� O O O O � 0 0 `° a) o o Ln Ln Ln O rq � o 0 0 0 0 0 0 0 O O O O O r- o Q NO N O O O O O I;t O O r-4 00 � Ln N rN-I � M / M O O O O O O O O M O O O O 0 M o X N Ln O O O O O Ln M O O N lD r-I cV M r-I M � r-4 O O O O O r-4 J� Qn I;t O O O O O o c� �J 006 O O Ln O O Ln O 06, O In rN-I CV M Ql ^ M M O � O O O O 0 I;t ^ 00 Ql O O O O O Ql o O Ln O O 00 O O N M r-I N M I" � ^� M M 1� 4� N cn E N � E a Q a N c CAA Q o E v m — 4 N +J O Q o Q Ul) � v LL (p a 0 (n � L.L. w d d Q Q H C7 L U w 0 >, O o 0 0 0 0 0 0 0 0 0 o O > Ln cV O N N r-I lz:j- lz:j- m r-I N r-I I- CV r-I CV r-I rq Q0 Q0 M w Il- J r� lfl Q0 r-I O Ln r- r- Q0 w CV Q0 C: M lz:j- Lr) r-I M r-I CV CV r l LP) O /� U v / � W 0 U N ^ N 4A � fB O N V) N m �' a (/') bD o C - �_ +� +� z3 N U U Q fB E N i fB i i fB .— .— Qbn > v v C O O O Z O •— U U E p O O � � D - +-+ LL U U O O N N fB fB — O O i N N N U O (B (B O `�' - - - - c� c� O 4- (1) N N }' g U U U fB M M M J J N 0 U D N i N N N O r-I 4A U Q U w U U 0 0 0 o O O cV N M (/) Z vi v b.0 ca 4— U V) r-{ lD M � N � r-I lD m l p O NC�6 U O ca ca E 41 1 E L1J 3 H vi W W Q� CDm �O O N ON D � N r-A Lfj N co 41 0 V) Q) n� 41 ^^ W r) 41 E f6 41 a--+ � 41 O c6 E a1 a + L1 U W O v L d1 H O V) °6 — — L U v m +6 w C� Z o 0 0 0 0 0 0 0 0 Q M C'M 00 U-) N Cfl p 2 0) O N N N (D O D O U 0 w O 't M N I� CO LO M CO CO LO � � I m m N N Q N N N N N N N N N 0 ~ 4--j _ c� > Q O Ln I,.- O CD CD CDI Q) = co N co co � � � U X �6 CDcfl � U') oN000 CO U') ti ti M - N It > N I- ti ti N M - M rl d7 00 V- (fl 00 u N J d7 U') U') ti � 00 M M X N M CO � M M It U') Cfl I� 00 M O Q � � � � � � � N N w O O O O O O O O O >- N N N N N N N N N L ' 0 0 0 0 0 w M O m ID N N N N N r-I N r-I Q1 l0 n , VJ n , Ei/} i/} i/} i/} i/} O n�n ,, W Ln Ql N Ql M r-I Ln l0 w m U • m O M I� (� ) r-I r-I r-I • ro• OI� O qt �a) O M r-I r-I r-I m ' {n- {n- {n {n {n O O O O O n , O O O O O Q) • rn r1 M 0 ID 00 ID qt ID r1 M qt ern ID X \ O O O O O U O O O O O • L1J • • O O O O O O O O O O • • O qt O O O • O fV O m O 00 I� r-I N m 0 0 0 0 0 m qzt r-I m I� m m m m m l0 (V (V m Ln r-I m m Ln l0 Q) ' E � 0 � o m m m N Q • (V to I� O r-I m O qzt m O m 0 � 0 � rn o m m � 00 O O O O O O O O O O � • O1 r-I l� m � • (�o Ln (�o (�o (�o 0 mLLn � � X - O O O O O U n , O O O O O�m Ln m • ` � m Ln � v � • -c/� -ch -c/� -ch -c/� •LLJ O O O O O O O O O O • • O qzt O O O • O N O Ln O m L N n � 0 0 0 0 0 O Ln r-I O m ui � -::,: ui � O N m 00 � fV � � t.0 00 Q) Q) Eun if)- if)- if)- if)- if)- Ict m � 00 r-I Q N � 00 r--i m m O qzt m 4) U � r-i O � \ 0 O m qzt Ln qzt CDm O m � Ln CY) (•6 O O O O O O O O O O Q) rn m • Ln (�o (�o (�o 0 m N � � X . m � Ln O � O O O O O O O O O O U m Ln (�o m LLJ O O O O O O O O O O • • O qzt O O O • O N O Ln O m Ln � N Qr) CD L U dJ x CD 4-1 4-1 dJ 4-1 ryoo i U_ C6 X ate-+ � o _U ra U 4—, ate., U o x 4-1 o 0 0 0 N U CV r-I -tt r-, V) O 01 LO ri ^' CV r-I 00 r I +W-1 O .4 .4 LP) Lli C6 N CV CV CV CV DC � x C�6 E }' — o 0 0 0 U Ln O O O O O v O M .4 LO CV dJ O CV w M O m M LO r I r-I Il-_ > l0 fV fV l0 fV l0 M Cl*-4M O 4 00 O l0 - LO l0 D O U 4) V 0 0 DC > a, ° � c 0 m > J v M f E Q o N � z o°c z U O� l0 � LO Itt rl-_ M l0 l0 p r4 O r4 4 ui ui 01 ry ui 4— r-I fV fV fV fV fV fV M M n� W 4--j m � U_ Q X 4-1 J aN-1 CI-4 caCU (� aa, aa,)p c 0 U ' a, 4-1 +_+ +_+ � - O 0 � � o � ate1 O U z ?: ?: > Q _3 v LL n U � C6 a1 � O � U U � � O O � U � v 00000000 0 000000000000000a 0 0 I- N n <D O <D 00 Il <D M r-I O r-I M r-I Ql O N O <D M Ql M O O � M Q) 1-0 O n 1.0 M M O N 00 M M m M - m R* n 00 R* r-I N m Z M Q) L O1 R* O Ln N 00 00 r-I r-I <D <D N r-I M M N Ln O M R* Ln M I-� u U i--I N r-I I, r-I M N N r-I O o � O O O O O O O O O O O O O O O O O O O O O O O O O O <D M r-I m R* O O N Q) Ln Ln Ln M I, N R* N N r-I Ln Ln <D <D l0 Ln LO N r-I Il N O <D Ln I O 00 M O Ln M M r-I N � N M 00 M N N 00 .� Q) 00 I, N l0 N l0 M l0 00 00 N M I, N O U-) r-I O M l0 U') r-I U U r�-I rr-q-I r-I N r-I N U-) r-I M r-I M 00 I, r.o m C IA- IA- IA- IA- O O O O O O O O O O O O O O O O O O O O O O O O O O <D <D <D n Ln M O 00 r-I Ln M Ln M R* M r-I R* O O m O M Ln 00 Ln <D ++ m O O m <D R* <D <D r-I N M N O Ln m N 00 R* n N O N R* n l0 O�,p I� r-I l0 Q) I� n 00 M Ln r- r-I 00 Lr C) l0 O Lr l0 Lr C) N l0 M Q) N -a n 00 <D 00 N r-I N Q) I, <D M n 00 N Q) Q) Ln Ln M Ln <D Ln 00 0 I, Ln r-I Ln r-I M r-I N r-I M <D M n N Ln r-I N CO M Lr r-I Lr IA- IA- IA- IA- i/)- O O O O O O O O O O O O O O O O O O O O O O O O O O O m Ln 00 r-I M O l0 N O R* O <D r-I r-I Ln N 00 m R* Ln M r-I N r-I Q) I- r-I M <D <D O O r-I I, r-I R* O N <D N N r-I In m 00 Q) I, r-I r-I M Ln 0 OA Q) r-I l0 r-I O O Lr N l0 N O M 00 Lr O Ln I� M l0 O 00 r-I N -a r-I l0 Ln R* M l0 N Q) I, Ln N 00 00 O O M R* N N N R* 00 r-I N O <D R* r-I In 00 M r-I N N M l0 M n M R* O r I N CO M r-I Lr .� IA- IA- IA- IA- i/)- Q) r-I M Ln R* n <D n O M n Q) M I� <D R* Q) <D 00 00 n N 00 1 00 r-I O 00 <D Q) l0 N r-I 00 00 r-I Ln R* Rzt M M O Ln O 00 00 r-I In Q) I, N N r I (VD r-I O N � In < �00 r-I O D Q) I- <D Q) 00 M N I, Q) l0 O <D O O M n N N N Lr l0 Q) M Lr Q) r-I 00 00 00 Z:,:, O O N O M O Lr l0 00 O 00 I, Ln I, R* 00 r-I O N 00 O 00 N N I, Rzt r-I r-I M l0 r-I r N r-I r-I r-I r-I r-I I� <D r-I N r-I N I, N m rI N N n R* N O -1 Q) N r-I M Rzt 00 O n n N r-I Q) Q) Q) O Q) 00 O MRzt O n M N I, M Rzt r-I r-I M I, O 00 I, n M Ln I- n N <D 00 Ln Ln M m m O 00 00 <D n Ln O r-I Ln N O Q) m <D n <D r-I n N O M <D <D Ln Ln 00 l0 O <D n Lr N Lr .1 Q) M l0 00 M Lr l0 O l0 l0 r-I M Lr N N .1 .1 O C) j O n r-I l0 n M r-I N O <D r-I N Ln a) O Q) Ln Ln I, r-I M 00 Q) <D N N N U M I, r-I Ln r-I O M r-I N r-I M Ln Rzt <D N M M r-I r-I Q M Lr r-I Lr — IA- IA- IA- IA- i/)- 00 MRzt I, M O <D M N N m m 00 O M l0 Ln Ln M I, N M M N O 00 Ln N 1.0 Rzt m I, 00 m O 00 1.0 Ln 1.0 O 1.0 r-I O Ln I, <D M r-I M Ln N O N R* < r-I < 00 �D M R* O m O m r-I m Ln M m I, m r-I < 00 D I, Ln <D M O <D Q) 00 m 00 Lr l0 Q) .1 n <D N r-I M N l0 l0 M r-I Lr r-I Q) Q) Q) O M O r-I 00 0 U r�I Ln r�I 00 M lD M lD O N r�I r�I r^I r^I r�I L OM Ln N M Rzt r, N N Q M IA- L.0 U Z V) g w Eco O1 O a) p � � � c w � �_ � z, U v z E N i to L z U C f0 Q z LL Q N ++ f6 !n W O O Co Ln N ++ LU z L L ++ O w w O ++ r,4 X Z D Ln c0 L O O C v = U co O1 ._ C +� O w w w w a� o v co o u o_ .c c U v '+� '+� v Q Z .� c �° �° O ° +� c Q c v U o �° v v v O = D x v a; c° c > cn z cc>o E v c a cco > ._ a v o v U H U z W Ln J B U LL s C d G Q w L.L_ D_ (D d L.L_ w d Ln =LLI D_ W (Di w Z 2021 BUDGET-GENERAL FUND-SCHEDULE OF EXPENDITURES-DETAIL BY FUNCTION 2018 2019 2020 2021 $Increase %Increase Actual Actual Budget Proposed (Decrease) (Decrease) Mayor&council Personnel Expenses $ 31,165 $ 37,203 $ 37,210 $ 37,220 $ 10 0.03% Supplies and Materials 254 - 150 150 - 0.00% Other Services and Charges 30,543 29,785 34,740 37,780 3,040 8.75% $ 61,962 $ 66,988 $ 72,100 $ 75,150 $ 3,050 4.23% Administration Personnel Expenses $ 182,235 $ 194,459 $ 214,890 $ 229,810 $ 14,920 6.94% Supplies and Materials 297 389 550 650 100 18.18% Other Services and Charges 121,027 123,822 135,000 136,830 1,830 1.36% $ 303,559 $ 318,670 $ 350,440 $ 367,290 $ 16,850 4.81% Elections Other Services and Charges $ 22,869 $ 23,777 $ 23,000 $ 31,350 $ 8,350 36.30% $ 22,869 $ 23,777 $ 23,000 $ 31,350 $ 8,350 36.30% Finance Personnel Expenses $ 47,231 $ 52,839 $ 58,340 $ 60,360 $ 2,020 3.46% Supplies and Materials 14,424 12,816 20,500 20,500 - 0.00% Other Services and Charges 92,754 89,982 107,420 97,370 (10,050) -9.36% $ 154,408 $ 155,637 $ 186,260 $ 178,230 $ (8,030) -4.31% TCAAP Personnel Expenses $ 21,250 $ 29,444 $ 36,610 $ 34,040 $ (2,570) -7.02% Supplies and Materials - - - - 0.00% Other Services and Charges 125,110 66,709 51,000 51,000 0.00% $ 146,360 $ 96,152 $ 87,610 $ 85,040 $ (2,570) -2.93% Planning&Zoning Personnel Expenses $ 87,540 $ 128,979 $ 138,260 $ 166,270 $ 28,010 20.26% Supplies and Materials - - - - - 0.00% Other Services and Charges 89,373 71,792 67,950 63,260 (4,690) -6.90% $ 176,913 $ 200,771 $ 206,210 $ 229,530 $ 23,320 11.31% Government Buildings Personnel Expenses $ 37,356 $ 42,037 $ 40,410 $ 31,610 $ (8,800) -21.78% Supplies and Materials 11,683 10,828 8,000 9,500 1,500 18.75% Other Services and Charges 124,668 143,414 155,840 155,800 (40) -0.03% $ 173,706 $ 196,279 $ 204,250 $ 196,910 $ (7,340) -3.59% Police Other Services and Charges $ 1,161,955 $ 1,356,029 $ 1,338,120 $ 1,390,240 $ 52,120 3.90% $ 1,161,955 $ 1,356,029 $ 1,338,120 $ 1,390,240 $ 52,120 3.90% Dispatch Other Services and Charges $ 65,175 $ 51,369 $ 45,580 $ 55,800 $ 10,220 22.42% $ 65,175 $ 51,369 $ 45,580 $ 55,800 $ 10,220 22.42% Fire Other Services and Charges $ 541,663 $ 573,680 $ 620,990 $ 656,400 $ 35,410 5.70% $ 541,663 $ 573,680 $ 620,990 $ 656,400 $ 35,410 5.70% Emergency Management Personnel Expenses $ 4,422 $ 4,768 $ 4,690 $ 4,840 $ 150 3.20% Supplies and Materials 27 - - - - 0.00% Other Services and Charges 5,388 891 1,150 950 (200) -17.39% $ 9,837 $ 5,659 $ 5,840 $ 5,790 $ (50) -0.86% Protective Inspections Personnel Expenses $ 245,917 $ 226,861 $ 264,240 $ 272,630 $ 8,390 3.18% Supplies and Materials 188 415 2,750 1,000 (1,750) -63.64% Other Services and Charges 63,607 185,283 60,960 65,570 4,610 7.56% $ 309,712 $ 412,558 $ 327,950 $ 339,200 $ 11,250 3.43% Street Maintenance Personnel Expenses $ 239,079 $ 267,797 $ 291,530 $ 301,880 $ 10,350 3.55% Supplies and Materials 59,934 57,623 38,000 50,000 12,000 31.58% Other Services and Charges 280,520 307,111 394,200 402,210 8,010 2.03% $ 579,533 $ 632,530 $ 723,730 $ 754,090 $ 30,360 4.19% Recreation Personnel Expenses $ 182,173 $ 208,158 $ 237,830 $ 178,160 $ (59,670) -25.09% Supplies and Materials 26,283 18,785 35,250 24,250 (11,000) -31.21% Other Services and Charges 52,197 57,950 73,030 59,840 (13,190) -18.06% $ 260,653 $ 284,893 $ 346,110 $ 262,250 $ (83,860) -24.23% Park Maintenance Personnel Expenses $ 205,199 $ 241,972 $ 280,230 $ 369,130 $ 88,900 31.72% Supplies and Materials 32,927 35,151 43,250 37,600 (5,650) -13.06% Other Services and Charges 155,196 117,571 156,640 149,750 (6,890) -4.40% $ 393,322 $ 394,694 $ 480,120 $ 556,480 $ 76,360 15.90% Transfers Out $ 400,000 $ 360,000 $ - $ - $ - 0.00% TOTAL EXPENDITURES $ 4,761,628 $ 5,129,687 $ 5,018,310 $ 5,183,750 $ 165,440 3.30% 14 CITY OF ARDEN HILLS, MINNESOTA GENERAL GOVERNMENT SUMMARY EXPENDITURE ANALYSIS 2020 PERCENT 2018 2019 ORIGINAL 2021 OVER(UNDER) Total By Program ACTUAL ACTUAL BUDGET BUDGET 2020 BUDGET City Council $ 61,962 $ 66,988 $ 72,100 $ 75,150 4.2% City Administration 303,559 318,670 350,440 367,290 4.8% Elections 22,869 23,777 23,000 31,350 36.3% Finance 154,408 155,637 186,260 178,230 -4.3% TCAAP 146,360 96,152 87,610 85,040 -2.9% Planning&Zoning 176,913 200,771 206,210 229,530 11.3% Government Buildings 173,706 196,279 204,250 196,910 -3.6% Totals 1,039,777 1,058,274 1,129,870 1,163,500 3.0% Total By Classification Personnel Services 406,776 484,961 525,720 559,310 6.4% Commodities 26,657 24,033 29,200 30,800 5.5% Contractual Services 606,344 549,280 574,950 573,390 -0.3% Capital Outlay 0 0 0 0 N/A Other Charges 0 0 0 0 N/A Totals 1,039,777 1,058,274 1,129,870 1,163,500 3.07/ Staffing Full-time equivalents 3.70 4.69 4.51 4.70 1,180 a 1,160 m 1,140 ' 1,120 t 1,100 r 1,080 1,060 Expenditures 1,040 1,020 1,000 980 960 ACTUAL ACTUAL BUDGET BUDGET 2018 2019 ORIGINAL 2021 2020 15 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: General Government Fund # 101 Activity: Mayor&Council Activity# 41100 Activity Scope The Mayor and City Council are responsible for the formulation of policy and the passage of laws governing the City of Arden Hills. Members participate in various committees, as well as direct staff, through the City Administrator, as to their overall goals for the City. This department provides for Mayor and Council compensation, Council meetings and work sessions, management consultants and memberships. Participation in NYFS is included in this budget, as is funding for the City Council Retreat Facilitator. Objectives 1. Adopt policies and ordinances consistent with Council's position on growth, zoning and financial strategy. 2. Continue to work on the redevelopment of the TCAAP property. Issues Creating funding sources to build reserve balances to fund future capital improvements while maintaining current City services. Budget Commentary In 2021, the Mayor and Council budget is proposed to increase by 4.2% or $3,050. NYFS amount is increasing by 14% or$2,389 over 2020. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 31,165 $ 37,203 $ 37,210 $ 37,220 Commodities 254 - 150 150 Contractual Services 30,543 29,785 34,740 37,780 Total $ 61,962 $ 66,988 $ 72,100 $ 75,150 Percent Change 8.1% 7.6% 4.2% Expenditures by Classification o Personnel Services 13Commodities 60% 13Contractual Services 16 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: General Government Fund # 101 Activity: Administration Activity# 41300 Activity Scope City Administration provides the overall direction of the City, as determined by the City Council. The City Administrator serves as Chief Administrative Officer for the City, ensuring that laws, ordinances, and resolutions of the City Council are enforced and implemented. The Administration Department is responsible for administering Council policies, coordinating Council agendas, and providing support to other functional areas within the City. Objectives 1. Assist City Council in setting policies and procedures in accordance with Council's position. 2. Provide direction and leadership on major city projects, budget management, oversee performance evaluations and long-range planning. Issues 1. Long-range planning to maintain current City services while creating funding sources for reserves. 2. Long-range comprehensive TCAAP planning. Budget Commentary The 2021 Administration budget is increasing by 4.8% over 2020. The increase in personnel services is partly due to an increase in fte allocations. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 182,235 $ 194,459 $ 214,890 $ 229,810 Commodities 297 389 550 650 Contractual Services 121,027 123,822 135,000 136,830 Total $ 303,559 $ 318,670 $ 350,440 $ 367,290 Percent Change 5.0% 10.0% 4.8% Full-Time Equivalent positions 1.73 1.85 1.85 1.94 Expenditures by Classification o Personnel Services 13Commodities oContractual Services 63% 17 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: General Government Fund # 101 Activity: Elections Activity# 41410 Activity Scope This department covers the cost of administering all Federal, State and Municipal elections. This includes the preparation of any and all absentee ballots, organizing the polling places, election judges, and vote tabulations. The City contracts with Ramsey County for all the required election services. Objectives Stay current on election laws. Issues Stay current on election laws. Budget Commentary The Elections budget has a 36.3% increase for FY21. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ - $ - $ - $ - Commodities - - - - Contractual Services 22,869 23,777 23,000 31,350 Total $ 22,869 $ 23,777 $ 23,000 $ 31,350 Percent Change 4.0% (-3.3%) 36.3% Expenditures by Classification 13 Personnel Services oCommodities 13Contractual Services 100% 18 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: General Government Fund # 101 Activity: Finance Activity# 41500 Activity Scope Conducts the financial affairs of the City in accordance with the Government Accounting Standards Board (GASB) and Generally Accepted Accounting Principles (GAAP). This includes protecting the assets of the City, the initiation of financial plans, investment and debt management, review and implementation of internal controls, and accounting for financial transactions including accounts payable, accounts receivable and payroll. Objectives 1. Continue working to refine the financial management plan for the City. 2. Continue to produce a Comprehensive Annual Financial Report(CAFR) and reports for the public(Popular Annual Finance Report-PAFR)that receive the GFOA's award for excellence in reporting. 3. Provide meaningful and timely financial reports and information to Council, Commissions and other City Departments. Issues 1. Implement improved reporting procedures to inform Council, Commissions and Departments. 2. Work with other Departments to find ways to reduce costs of City operations. 3. Analyze and implement ways to reduce transaction processing and costs. Budget Commentary This budget decreased by 4.3% in 2021 or$8,030 mainly because of the new copier contract that was recently approved. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 47,231 $ 52,839 $ 58,340 $ 60,360 Commodities 14,424 12,816 20,500 20,500 Contractual Services 92,754 89,982 107,420 97,370 Total $ 154,408 $ 155,637 7 186,260 $ 178,230 Percent Change 0.8% 19.7% (43%) Full-Time Equivalent positions 0.48 0.49 0.52 0.52 Expenditures by Classification 34% o Personnel Services o Commodities 55% 13Contractual Services 11% 19 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: General Government Fund # 101 Activity: TCAAP Activity# 41600 Activity Scope This department was established to account for revenue and expenditure activity related to the City's comprehensive re-use planning at the Twin Cities Army Ammunition Plant(TCAAP)site. Objectives 1. Coordination of TCAAP redevelopment planning activities while continuing to meet the needs of the City of Arden Hills. 2. Work with Ramsey County through the Joint Development Authority(JDA). Issues 1. Economic conditions. 2. Coordinating with multiple entities/players. Budget Commentary Ramsey County purchased the property and established a Joint Development Authority(JDA)with the City. Revenues and expenditures are for City costs and are estimated, but placeholders have been included for consulting costs, and staff time has been allocated for the City Administrator, Community Development Manager, and Public Works Director as they act as the City's support staff to this Authority. The 2021 budget shows a decrease of 2.9%, largely due to a change in fte allocations. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 21,250 $ 29,444 $ 36,610 $ 34,040 Commodities - - - - Contractual Services 125,110 66,709 51,000 51,000 Total $ 146,360 $ 96,152 $ 87,610 $ 85,040 Percent Change (-34.3%) (-8.9%) (-2.9%) Full-Time Equivalent positions 0.14 0.63 0.28 0.23 Expenditures by Classification 13 Personnel Services oCommodities 40% i 13Contractual Services 0 20 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: General Government Fund # 101 Activity: Planning &Zoning Activity# 41910 Activity Scope Responsible for all planning and zoning related functions of the City. Activities administered by this department include requests for variances, subdivisions, re-zonings, zoning code amendments, signs, conditional use permits, compliance with City Ordinances and other land use issues. The Planners work closely with Protective Inspections, Code Enforcement, and Community Development. The Planning Commission, consisting of seven members appointed annually by the City Council, meets monthly to review the above requests and to make recommendations to the City Council in an advisory capacity. Objectives 1. Continue to work on Rental Housing registrations. 2. Continue improvements of the City's planning process. Issues 1. Rental Housing registrations. 2. Refine Building Permit process. 3. Research and refine an Administrative Fines process. Budget Commentary The budget for 2021 is an increase of 11.3% over the 2020 budget. The fte allocations have been increased. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 87,540 $ 128,979 $ 138,260 $ 166,270 Commodities - - - - Contractual Services 89,373 71,792 67,950 63,260 Total $ 176,913 $ 200,771 $ 206,210 $ 229,530 Percent Change 13.5% 2.7% 11.3% Full-Time Equivalent positions 0.93 1.34 1.49 1.73 Expenditures by Classification 28% - ---- 13 Personnel Services oCommodities 13Contractual Services 72% 21 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: General Government Fund # 101 Activity: Government Buildings Activity# 41940 Activity Scope This department captures all of the operation/maintenance related costs for the City Hall and Government Building facilities. The City entered into a contract with Ramsey County for a joint maintenance facility located just west of City Hall off County Road 96 on Paul Kirkwold Drive. The new facility was completed and occupied as of October 2004. 45%of the City's portion of the Ramsey County maintenance facility is charged to this budget. Objectives Maintain a reputable facility to house meetings and staff. Issues Normal maintenance and repair issues as the building (City Hall) has now been in operation since 2002. Budget Commentary The 2021 budget is a decrease of 3.6%from the previous year's budget mainly due to a decrease in fte allocations. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 37,356 $ 42,037 $ 40,410 $ 31,610 Commodities 11,683 10,828 8,000 9,500 Contractual Services 124,668 143,414 155,840 155,800 Total $ 173,706 $ 196,279 $ 204,250 $ 196,910 Percent Change 13.0% 4.1% (-3.6%) Full-Time Equivalent positions 0.42 0.38 0.38 0.28 Expenditures by Classification 16% 6% o Personnel Services 13Commodities 13Contractual Services 0 22 CITY OF ARDEN HILLS, MINNESOTA PUBLIC SAFETY SUMMARY EXPENDITURE ANALYSIS 2020 PERCENT 2018 2019 ORIGINAL 2021 OVER(UNDER) Total By Program ACTUAL ACTUAL BUDGET BUDGET 2020 BUDGET Police $ 1,161,955 $ 1,356,029 $ 1,338,120 $ 1,390,240 3.9% Dispatch 65,175 51,369 45,580 55,800 22.4% Fire 541,663 573,680 620,990 656,400 5.7% Emergency Management 9,837 5,659 5,840 5,790 -0.9% Protective Inspections 309,712 412,558 327,950 339,200 3.4% Totals 2,088,342 2,399,295 2,338,480 2,447,430 4.7% Total By Classification Personnel Services 250,339 231,629 268,930 277,470 3.2% Commodities 215 415 2,750 1,000 -63.6% Contractual Services 1,837,787 2,167,251 2,066,800 2,168,960 4.9% Capital Outlay 0 0 0 0 N/A Other Charges 0 0 0 0 N/A Totals 2,088,342 2,399,295 2,338,480 2,447,430 4.77/ Staffing Full-time equivalents 2.39 2.56 2.66 2.69 N 2,500 2,400 s 2,300 r 2,200 2,100 Expenditures 2,000 1,900 ACTUAL ACTUAL BUDGET BUDGET 2018 2019 ORIGINAL 2021 2020 23 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: Public Safety Fund # 101 Activity: Police Activity# 42100 Activity Scope Law Enforcement services for Arden Hills are provided on a contractual basis with the Ramsey County Sheriff's Department. Animal control services are included in this budget. Objectives Continue contracting for law enforcement and animal control services through the Ramsey County Sheriff's Department. Issues 1. Resident concerns over police coverage and visibility. 2. Response times. Budget Commentary Arden Hills portion of the Ramsey County Sheriff's Contracting Communities 2021 budget increased 3.8% over 2020. Animal control costs and boarding are included within this budget. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ - $ - $ - $ - Commodities - - - - Contractual Services 1,161,955 1,356,029 1,338,120 1,390,240 Total $ 1,161,955 $ 1,356,029 $ 1,338,120 $ 1,390,240 Percent Change 16.7% (-1.3%) 3.9% Expenditures by Classification 13 Personnel Services oCommodities 13Contractual Services 100% 24 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: Public Safety Fund # 101 Activity: Dispatch Activity# 42150 Activity Scope Emergency dispatch services are provided by Ramsey County. Objectives Continue contracting dispatch services though Ramsey County. Issues Continue to maintain service levels at a reasonable cost. Budget Commentary Arden Hills portion of the Ramsey County 911 Dispatch Department operation budget increased by 22.4%. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ - $ - $ - $ - Commodities - - - - Contractual Services 65,175 51,369 45,580 55,800 Total $ 65,175 $ 51,369 $ 45,580 $ 55,800 Percent Change (-21.2%) (-11.3%) 22.4% Expenditures by Classification o Personnel Services 13Commodities 13Contractual Services 100% 25 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: Public Safety Fund # 101 Activity: Fire Activity# 42200 Activity Scope Fire protection for Arden Hills is provided by the Lake Johanna Volunteer Fire Department on a contractual basis. Lake Johanna Volunteer Fire Department presently provides services to the cities of Arden Hills, Shoreview, and North Oaks. Arden Hills pays a percentage of operating and capital costs based on a formula approved by the Lake Johanna Fire Department and Arden Hills City Council. Objectives Continue contracting for fire protection services through Lake Johanna Volunteer Fire Department. Issues Continue to maintain service levels at a reasonable cost. Budget Commentary Arden Hills's portion of the Lake Johanna Fire Department operating budget increased 5.7%. This budget reflects increases to operating costs. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ - $ - $ - $ - Commodities - - - - Contractual Services 541,663 573,680 620,990 656,400 Total $ 541,663 $ 573,680 $ 620,990 $ 656,400 Percent Change 5.9% 8.2% 5.7% Expenditures by Classification 13 Personnel Services oCommodities 13Contractual Services 100% 26 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: Public Safety Fund # 101 Activity: Emergency Management Activity# 42300 Activity Scope Emergency Management coordination for the City is required by the Federal Government. This department works closely with Ramsey County Department of Homeland Security, as well as the Ramsey County Sheriff and Lake Johanna Fire Department. The City contracts with a consultant to provide these services. Objectives 1. Update City's Emergency Response Policy and Procedures. 2. Train staff in emergency management procedures. Issues Coordinate with Ramsey County's emergency response procedures and policies. Budget Commentary The 2021 budget is a decrease of 0.9%from the 2020 budget or$50. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 4,422 $ 4,768 $ 4,690 $ 4,840 Commodities 27 - - - Contractual Services 5,388 891 1,150 950 Total $ 9,837 $ 5,659 $ 5,840 $ 5,790 Percent Change (-42.5%) 3.2% (-0.9%) Full-Time Equivalent positions 0.02 0.02 0.02 0.02 Expenditures by Classification 16% 13 Personnel Services oCommodities 13Contractual Services 84% 27 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: Public Safety Fund # 101 Activity: Protective Inspections Activity# 42400 Activity Scope This department is responsible for all building construction, plumbing, sewer, water and mechanical inspections within the City. Electrical inspections are contracted with an independent inspection firm. This department is also responsible for enforcement of the Zoning Code and other sections of the City Code of Ordinances. Objectives 1. Continue implementation of the building codes. 2. Continue to work on Building Permit software to produce Council reports. Issues 1. Managing and prioritizing department workloads. 2. Keep up with rental license inspections of investor owned residential properties. 3. Continue implementation and design of new Building Permit software and reports. Budget Commentary The 2021 operating budget is an increase of 3.4%from the previous year's budget. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 245,917 $ 226,861 $ 264,240 $ 272,630 Commodities 188 415 2,750 1,000 Contractual Services 63,607 185,283 60,960 65,570 Total $ 309,712 $ 412,558 $ 327,950 $ 339,200 Percent Change 33.2% (-20.5%) 3.4% Full-Time Equivalent positions 2.37 2.54 2.64 2.67 Expenditures by Classification 19% ❑Personnel Services ❑Commodities ❑Contractual Services 28 CITY OF ARDEN HILLS, MINNESOTA PUBLIC WORKS SUMMARY EXPENDITURE ANALYSIS 2020 PERCENT 2018 2019 ORIGINAL 2021 OVER(UNDER) Total By Program ACTUAL ACTUAL BUDGET BUDGET 2020 BUDGET Streets $ 579,533 $ 632,530 $ 723,730 $ 754,090 4.2% Totals 579,533 632,530 723,730 754,090 4.2% Total By Classification Personnel Services 239,079 267,797 291,530 301,880 3.6% Commodities 59,934 57,623 38,000 50,000 31.6% Contractual Services 280,520 307,111 394,200 402,210 2.0% Capital Outlay 0 0 0 0 N/A Other Charges 0 0 0 0 N/A Totals 579,533 632,530 723,730 754,090 4.27/ Staffing Full-time equivalents 1.99 2.37 2.42 2.37 N 800 c 600 0 s Expenditures ~ 400 200 0 ACTUAL ACTUAL BUDGET BUDGET 2018 2019 ORIGINAL 2021 2020 29 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: Public Works Fund # 101 Activity: Street Maintenance Activity# 43100 Activity Scope This department is responsible for maintaining City streets, including snowplowing, minor street repair, street signs, and street sweeping. Objectives 1. Maintain street infrastructure utilizing all available techniques including crack sealing, seal coating, patching and overlays. 2. Recommend a cost effective program for reconstructing/reclaiming street surfaces when maintenance techniques no longer provide the desired results. 3. Maintain and update equipment and vehicles. Issues 1. Implement a capital improvement program for City infrastructure. 2. Balance the public works department needs with available funds. 3. Aging equipment. 4. Increased safety regulation for equipment and vehicles. Budget Commentary The 2021 operating budget is an increase of 4.2%from the previous year's budget. There was a minor shift in some wage allocations and commodities was adjusted to better reflect actual costs based on historical analysis. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 239,079 $ 267,797 $ 291,530 $ 301,880 Commodities 59,934 57,623 38,000 50,000 Contractual Services 280,520 307,111 394,200 402,210 Total $ 579,533 $ 632,530 7 723,730 $ 754,090 Percent Change 9.1% 14.4% 4.2% Full-Time Equivalent positions 1.99 2.37 2.42 2.37 Expenditures by Classification 40% o Personnel Services oCommodities 13Contractual Services 63% 7% 30 CITY OF ARDEN HILLS, MINNESOTA CULTURE & RECREATION SUMMARY EXPENDITURE ANALYSIS 2020 PERCENT 2018 2019 ORIGINAL 2021 OVER(UNDER) Total By Program ACTUAL ACTUAL BUDGET BUDGET 2020 BUDGET Recreation $ 260,653 $ 284,893 $ 346,110 $ 262,250 -24.2% Parks 393,322 394,694 480,120 556,480 15.9% Totals 653,975 679,587 826,230 818,730 -0.9% Total By Classification Personnel Services 387,373 450,130 518,060 547,290 5.6% Commodities 59,210 53,937 78,500 61,850 -21.2% Contractual Services 207,393 175,521 229,670 209,590 -8.7% Capital Outlay 0 0 0 0 N/A Other Charges 0 0 0 0 N/A Totals 653,975 679,587 826,230 818,730 -0.97/. Staffing Full-time equivalents 4.41 5.29 5.33 5.35 N 1,000 800 0 F 600 Expenditures 400 200 0 ACTUAL ACTUAL BUDGET BUDGET 2018 2019 ORIGINAL 2021 2020 31 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: Parks and Recreation Fund # 101 Activity: Recreation Activity# 45120 Activity Scope This department provides all recreational activities to residents of Arden Hills, as well as residents from neighboring communities. Objectives To provide recreational activities to residents of Arden Hills. Issues 1. Develop senior programming. 2. Budget constraints. Budget Commentary The 2021 operating budget is a decrease of 24.2%from the previous year's budget. The wage allocations have been adjusted to better reflect where staff is actually spending their time. Commodities and contractual services were adjusted based on historical analysis. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 182,173 $ 208,158 $ 237,830 $ 178,160 Commodities 26,283 18,785 35,250 24,250 Contractual Services 52,197 57,950 73,030 59,840 Total $ 260,653 $ 284,893 $ 346,110 $ 262,250 Percent Change 9.3% 21.5% (-24.2%) Full-Time Equivalent positions 2.04 2.47 2.47 1.72 %of costs covered by revenue 41.7% 35.8% 35.7% 44.3% Expenditures by Classification 23% 13 Personnel Services oCommodities J 13Contractual Services 68% 32 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: Parks and Recreation Fund # 101 Activity: Park Maintenance Activity# 45200 Activity Scope Responsible for maintenance of City parks and trails as well as administration of the diseased tree/forestry program. This includes maintaining and improving playground and picnic facilities, fertilizing and mowing of grass, maintaining athletic fields, flooding and maintenance of outdoor ice rinks, snow and ice removal, and tree preservation within the parks system of the City. These assets of the City are extensively used by the residents, and improvements must be made to uphold the safety, functionality and beauty the City represents. Objectives 1. Continue pathway maintenance. 2. Continue implementing City's Comprehensive Park and Trails plan. Issues 1. Other maintenance concerns coming up and not allowing completion of existing projects. 2. Budget constraints for future and existing projects. Budget Commentary The 2021 operating budget is an increase of 15.9%from the previous year's budget. This is mainly due to changes in wage allocations. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ 205,199 $ 241,972 $ 280,230 $ 369,130 Commodities 32,927 35,151 43,250 37,600 Contractual Services 155,196 117,571 156,640 149,750 Total $ 393,322 $ 394,694 $ 480,120 $ 556,480 Percent Change 0.3% 21.6% 15.9% Full-Time Equivalent positions 2.37 2.82 2.86 3.63 Expenditures by Classification o Personnel Services 13Commodities 13Contractual Services 66% 33 CITY OF ARDEN HILLS, MINNESOTA MISCELLANEOUS SUMMARY EXPENDITURE ANALYSIS 2020 PERCENT 2018 2019 ORIGINAL 2021 OVER(UNDER) Total By Program ACTUAL ACTUAL BUDGET BUDGET 2020 BUDGET Unallocated $ 400,000 $ 360,000 $ - $ - N/A Totals 400,000 360,000 0 0 N/A Total By Classification Personnel Services - - - - N/A Commodities - - - - N/A Contractual Services - - - - N/A Capital Outlay - - - - N/A Other Charges 400,000 360,000 - - N/A Totals 400,000 360,000 0 0 N/A Staffing Full-time equivalents 0.00 0.00 0.00 0.00 N 500 400 C 300 Expenditures F 200 100 0 ACTUAL ACTUAL BUDGET BUDGET 2018 2019 ORIGINAL 2021 2020 34 CITY OF ARDEN HILLS, MINNESOTA 2021 BUDGET Function: Unallocated Fund # 101 Activity: Transfers Activity# 49300 Activity Scope The transfers to other funds budget is utilized to account for the transfer of general fund revenues to other funds within the City financial structure. Objectives 1. To build reserves for capital equipment replacement. 2. To subsidize infrastructure improvements. Issues Budget constraints. Budget Commentary This budget is used to account for transfers out of the General Fund to other funds of the City. $400,000 was transferred to the Equipment and Building Replacement Fund in 2018 and $360,000 was transferred to the FIR Fund in 2019. 2018 2019 2020 2021 Budget Summary ACTUAL ACTUAL BUDGET BUDGET Personnel Services $ - $ - $ - $ - Commodities - - - - Contractual Services - - - - Other Charges 400,000 360,000 - - Total $ 400,000 $ 360,000 $ - $ - Percent Change (-10.0%) (-100.0%) 0.0% Expenditures by Classification 0% I 13 Personnel Services oCommodities 13Contractual Services 13Other Charges 35 W vo000000 0 0000000000000000 0 0000 0 io N O rI rI r1 In N 1, o 'I: Co io io � Co m v v m Oo io -i O In O In O O In m N N m Ol 00 Ln O N O Ol m n Ol N .-i m 0 O n n w 0 O m O w m O m ro m w c-1 m O w Ln O m O m O w m w m w 0 m m m m w O Ol m N m O Ol LL ci ci ci N ci ci ci ci ci ci ci U a N -i � 00 N O m m m r1 O m r-I0 N Om N Om O Fz,m m o 1) m o 1Z 00 l0 v n ou r1 w r-Im N oo m m In � m m m m m m m m m N m m w N In Ln N oo m o0 o m o o m rI m oo m m n rI m o 0o m m io N n N M to ri Lr Lri U- U- io Oo ni `J ri rlli o Lr� r-� of ni rlli Lri Oo ni t r1 O r1 m m N N — m �- Oo m m �- �- N m m N m UN N �- �- �- �- �- �- �- �- �- m N m Oo 0 w KT rlm O m m N m Ln m 1, w m w N N m N Ln m m o o 00 00 N 00 O 00 N N KTm 1l Oo 0 m Oo Ln r, w m o w o w N � r-i Ln Ln m w o N 0 m 0 O N io v O m O m O io n o0 0o v io m m m U io In m O io In Oo O io io Oo io Cr) KT r, Ln ri r1i m LnN of v ri m ri m w of ri o m w o ri m O 1l o r-I 00 D Ln N v w m O 0 O 0 N In v 1, w m F, o w w F, v o 0 w In N o 0 In r1 v r1 m r1 In r1 m r1 m r1 N In r1 v 1l N r-I m KT rl O Q m N N C fo N O Ol N O O 0 Ol O Ln O w O O w O N O w Ln O N O O l0 0 N O + O 1l O O O O N O F, O F, O O m Or-i Ln F, ul r, O O In N w O In O a1 O l0 rl 00 O O O l0 In rl O m O O In In N I� n l0 00 O O 00 I� l0 O 00 N 0A in m O N in 1, In m Cr) (D O n O 0 N 0 1, O O rl Ln 1, 00 O rl _0 _0 n N m N m 0 Ln N 0 N rl r-I 0 KT 0 KT m 0 w 1l O O) N r-I KT O Ol z � m m m r1 Ln m r1 Ln N N m r1 N Ln r1 O ci r-I O LL N m rl Lfl rl m Lfl J � Q of W } O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Lnm oo Ln Lnm 1, N Lno v 1, w0 00 N of N 1, m N o m m r1 Lno m C7 c° io ri vi nj ni nj o v r� ui m v uj o io 1� io N of r� ni Iri io o nj o r� ni o ai 0 o m 0 O m r1 0 m O m 1, o v o0 o m m 1, m F, o w m In o m m O m O m � LL ci ci ci N ci ci ci ci ci ci ci ci u U Q o vi N a1 N O r-IN r-Iw N 00 � 00 O r-Im 1l Ol m O r-Im N l0 Ol N rl n O m m m 00 m m N ci N 00 Ol ci 00 m I� O v m I� n l0 n n m ci m In m ci 0A ci In o0 Ol O w ci ci 1l n ci In 1, N In O 00 w 1, O ' l0 N O ' l0 C S fo F c-I 00 Ol F O O 00 r- c-I l0 l0 c-I m l0 ' O In l0 111 r- Ol N n m o t N rl m 00 O r-I N N ci O Ol In N F, l0 In N l0 U r-I N v N c-I m ci N m -(4 ci O KT O ci O1 N N KT 'T O O1 n O1 n O O1 00 KT ci 00 O1 m O N O n w 00 m O n N — N m KT ci ci 1l O O n w n In m o0 1, 00 Ol n In N Ol m In O 00 ci O l0 O 00 fo l0 111 O ci 111 1, m U l0 m 1� l0 l0 l0 N U l0 n In O 00 111 ci O l0 Lr O ci O l0 D Ln KT N In KT N 'T 00 ci m In In m l0 (D O N l0 KT N 0 O Ol KT 0 O) O Ol u n ci 0 1l m 'T O ci In N In 1, m w m O ci In w m m w N m m m 0 N Q m 1, ci Ln ci O m ci Ln ci m N KT m N 0 m ci ci ci m ci m Ln c-I Lr ci a- Lr O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O In N N O N N m N ci O O ci KT w ci w 1, N N In KT O m O O In In O O O 1� O N ci 3 N l0 3 00 111 O U n l0 00 U m l0 ci 111 m ci O m 1� U l0 O m a1 Ol m m In O ci r-i0 0 N 00 m m 0r-i0 m N 00 1, n l0 In O Ol r1 O 1l 00 N r-IN O 1l � Ol KT In ci m l0 O N l0 N 00 1n O l0 ci r-IN ci N m w 1, m Ol 00 N N m Ol � 3 � ci l0 00 m ci In N In N In N m l0 ci m � In ci � m � m m ri In ri m In H w a LU (3) 0 b.0 H 0A C } o } a1 C: O a1 m LUN t m rp u d W 'O a1 0A +' U N d U N LU ac U oc L a) o w m ° - v Iv c +� H m v N H o n a> > of > C: ° *' o2S v v O 0 N N °Z > 0 �n > O fO Z owC v' c co 'rp 0A ? .� ro v' Z 'n N v' Z v O - w - U c v a) L +� m +� v I.0 cn v I.0 N �, '^ 0A 0�.0 °� io > > •c +� O OA U U ro ,., o_ 0. c d LU c n '� U I.0 H ro c v o c a� •- v a� Q X H O a� a� X X a; o a� U OC p v >o p U v Q L w 0 n L w w H � U ii c� Q w Q O w w LL LL l7 a a o a r � Q w a� O Q LU w w NEW BUSINESS— 9C ,-iI�EN HILLS MEMORANDUM DATE: September 14, 2020 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Mike Mrosla, Community Development Manager/City Planner SUBJECT: Small Business Emergency Assistance Grant Program Budgeted Amount: Actual Amount: Funding Source: N/A $150,000 CARES Act Council Should Consider A motion to adopt resolution 2020-042 extending the application window for the Small Business Emergency Assistance Grant Program in response to the COVID-19 pandemic. Background At its August 24, 2020 meeting, the City Council adopted resolution 2020-035 establishing a Small Business Emergency Assistance Grant Program in response to the COVID-19 pandemic. At the direction of the City Council, the City of Arden Hills made available $150,000.00 of CARES Act Funds to support the Grant Program. The intent of the grant program is to provide financial assistance to local businesses to help them continue their operations, preserve employment, and prevent business closures in an effort to encourage long-term economic vitality in Arden Hills. The program provides locally-owned and operated businesses with an emergency grant of up to $5,000. The established grant amount allows for up to 30 Arden Hills business to apply and receive funding. To be eligible to receive a grant, a business must demonstrate loss due to COVID-19 and meet the eligibility requirements and program parameters. The application window opened on Monday, August 31 and runs through Tuesday, September 15, 2020. As of September 10, 2020 city staff has received 15 applications for funding. Staff will provide an update to Council as to any new applications received. Should Council want to extend the application window via resolution to allow for additional time for businesses to apply for the grant a resolution has been provided for consideration. If approved, staff will promote the extension through emails, the website, and social media. Budget Impact The city had made available $150,000 from the CARES Act Funds for the proposed Small Business Emergency Assistance Grant Program. Page 1 of 2 Council shall consider The following are motion language options for the City Council to consider. 1. Approval: A motion to adopt resolution 2020-042 extending the application window for the Small Business Emergency Assistance Grant Program. 2. Denial: Motion to deny a motion to adopt resolution 2020-042 extending the application window for the Small Business Emergency Assistance Grant Program. 3. Table: Motion to table a motion to adopt resolution 2020-042 extending the application window for the Small Business Emergency Assistance Grant Program. Attachments A. Resolution No. 2020-042 Page 2 of 2 �r_ Attachment A CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2020-042 RESOLUTION EXTENDING THE APPLICATION SUBMITTAL PERIOD FOR SMALL BUSINESS EMERGENCY ASSISTANCE GRANT PROGRAM WHEREAS, the federal and state governments have provided federal financial assistance through the Federal Coronavirus Aid, Relief, and Economic Security (CARES) Act to Minnesota cities impacted by the COVID-19 pandemic, The funds are now available and the City is required to expend all of its funds by November 15, 2020, and; WHEREAS, one of the eligible costs for use of the federal funding is to provide financial assistance to local businesses that have been financially impacted by the pandemic, and; WHEREAS, the City Council at its August 24, 2020 meeting approved establishing a small business emergency assistance grant program to provide financial assistance to its local businesses in accordance with CARES Act funding and guidelines, and; WHEREAS, the application submittal period is set to close on Tuesday, September 15, 2020, NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Arden Hills, Minnesota, that: 1. The Small Business Emergency Assistance Grant Program application submittal period be extent until the day of 2020. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 14th DAY OF SEPTEMBER, 2020. David Grant, Mayor ATTEST: Julie Hanson, City Clerk To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage.