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Home My WebLink About2026-02-18 City Council Regular Meeting Packet (Council)1 COTTAGE GROVE CITY COUNCIL February 18, 2026 COUNCIL CHAMBER - 7:00 PM 1 Call to Order 2 Pledge of Allegiance 3 Roll Call 4 Open Forum 5 Adoption of Agenda 6 Presentations A Proclamation - February 18, 2026, Tibetan New Year Staff Recommendation: Proclaim February 18, 2026, as the Tibetan New Year, also known as LOSAR in Cottage Grove. 7 Consent Agenda A Parks, Recreation and Natural Resources Commission Minutes (2025-11-10) Staff Recommendation: Approve the November 10, 2025 Parks, Recreation and Natural Resources Commission Meeting Minutes. B Strategic Planning Meeting Minutes and Strategic Directions (2026-01-10) Staff Recommendation: Accept the 2026 Strategic Directions. C Appointment to Parks, Recreation and Natural Resources Commission Staff Recommendation: Appoint Jordan Dibich to the Parks, Recreation and Natural Resources Commission. D Fee Table Amendment Staff Recommendation: Approve Ordinance 1107, amending the City Fee Table. E Assistant City Engineer Appointment — Alanna Sobottka Staff Recommendation: Appoint Alanna Sobottka to the position of Assistant City Engineer, at Grade 22, Step 1 of the 2026 Non-represented Pay Plan, with a start date to be effective as soon as possible. F Rental License Approvals Staff Recommendation: Approve the issuance of rental licenses to the properties listed in the attached table. G SAFER Grant Application and Grant Writer Authorization Staff Recommendation: 1) Authorize the fire department to apply for a FY26 AFG SAFER Grant to support the hiring of 8 full-time firefighters. 2) Authorize the fire department to retain Firehouse Grants to write a FY26 SAFER grant. H 2026 Federal Lobbying Services Agreement Staff Recommendation: Authorize entering into an agreement with Aurora Strategic Advisors for federal lobbying services in 2026. 2 I Recreation Facility Use Policy Amendment Staff Recommendation: Amend the Recreation Facility Use Policy to recognize Blazing Stars Special Olympics as a Priority 3 athletic association. J Construction Cost Share and Maintenance Agreements with Washington County for CR 74 Improvements Staff Recommendation: 1) Approve the Cooperative Agreement between Washington County and the City of Cottage Grove for the Construction Costs of County Road (CR) 74 Improvements Project. 2) Approve the Cooperative Agreement between Washington County and the City of Cottage Grove for Maintenance of County Road (CR) 74 Improvements Project. K Authorization to Sell Ambulance Staff Recommendation: Authorize the sale of a 2018 Dodge Ram 5500 ambulance (Unit Number 24-0833- 18). L One-Year Lease Rental Agreement with MTI Staff Recommendation: Approve the one-year rental agreement with MTI for a 16ft mower for $15,750. 8 Approve Disbursements A Approve Disbursements Staff Recommendation: Approve disbursements from 01-30-26 through 02-12-26 in the amount of $1,787,521.69. 9 Public Hearings A Yellow Tree Development - Site Plan Review, Planned Unit Development, Preliminary and Final Plat, Tax Abatement Staff Recommendation: 1) Hold a public hearing for the tax abatement request by Yellow Tree Development. 2) Adopt Resolution 2026-032 approving the sale of Outlot B, Fratallone's Southpoint Ridge to East Point Apartments LLC and the purchase agreement for Outlot B, Frattalone’s Southpoint Ridge with East Point Apartments LLC. 3) Adopt Resolution 2026-030 approving the Preliminary Plat and Final Plat for Everwood 6th Addition. 4) Adopt Resolution 2026-031 approving the Planned Unit Development and Site Plan review for a 186-unit, six-story multi-family apartment building located on East Point Douglas Road South. 5) Approve the Stormwater Management Facilities Agreement; Encroachment Agreement, and Permanent Trail Access Agreement. 6) Adopt Resolution 2026-028 approving the Tax Abatement agreement between the City and East Point Apartments LLC. 10 Bid Awards 11 Regular Agenda 12 Council Comments and Requests 13 Workshops - Open to Public 14 Workshops - Closed to Public 15 Adjournment 1 City Council Action Request 6.A. Meeting Date 2/18/2026 Department Administration Agenda Category Action Item Title Proclamation - February 18, 2026, Tibetan New Year Staff Recommendation Proclaim February 18, 2026, as the Tibetan New Year, also known as LOSAR in Cottage Grove. Budget Implication N/A Attachments 1. February 18 - Tibetan New Year - LOSAR Proclamation PROCLAMATION February 18, 2026, as Tibetan New Year – LOSAR WHEREAS, on February 18, 2026, the Tibetan community and friends of Tibetan culture worldwide welcome the Tibetan New Year 2153, the Year of the Fire Horse; and WHEREAS, the term "Losar" derives from the Tibetan words "Lo" (Year) and "Sar" (New), representing a sacred period of reflection, purification, and the renewal of hope for the coming year; and WHEREAS, Minnesota is home to one of the largest and most vibrant Tibetan-American populations in the United States, with more than 6,000 residents contributing to the rich cultural fabric of our state and region; and WHEREAS, the Tibetan American Foundation of Minnesota (TAFM) serves as a vital local steward of these ancient cultural and spiritual traditions, fostering a spirit of compassion and nonviolence within our community; and WHEREAS, this year coincides with global celebrations of "The Year of Compassion," an initiative dedicated to honoring a legacy of universal humanitarian values and the preservation of distinct cultural identities; and NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of Washington, State of Minnesota, hereby proclaim February 18, 2026, as: Passed this 18th day of February 2026. _____________________________________ Myron Bailey Mayor 1 City Council Action Request 7.A. Meeting Date 2/18/2026 Department Parks and Recreation Agenda Category Action Item Title Parks, Recreation and Natural Resources Commission Minutes (2025-11-10) Staff Recommendation Approve the November 10, 2025 Parks, Recreation and Natural Resources Commission Meeting Minutes. Budget Implication N/A Attachments 1. Parks and Recreation Minutes CITY OF COTTAGE GROVE  12800 Ravine Parkway  Cottage Grove, Minnesota 55016 www.cottagegrovemn.gov  651-458-2800  Fax 651-458-2897  Equal Opportunity Employer PARKS AND RECREATION COMMISSION Date: November 10, 2025 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MN 55016 COUNCIL CHAMBER - 7:00 P.M Members Present: Susannah Brown, Kelly Glasford, Adam Larson, David Olson, Debra Gustafson. Members Absent: Samanthia Crabtree, Shane Waterman, Justin Waterman Others Present: Zac Dockter Parks & Recreation Director, Jim Fohrman Parks & Recreation Superintendent, Dave Clausen Council Liaison. Ice Arena Remodel Design Review Parks and Recreation Commission Minutes November 10, 2025 Page 2 of 6 familiar with this design. Zac presented the concept design to the Commission and the improvements we are looking to do including a new reception area, expanded office area, renovated concession area, expanded storage for concessions and general purpose, extended viewing platform for the north rink, an enclosed heated viewing area for the south rink, expanded stairs for locker room access, & updated floors and lighting. Commissioner Larson asked if we would keep skate sharpening in the office. Zac confirmed yes, we would but it will end up being tucked back away from the reception area to lessen the noise for staff. Commissioner Larson asked why the mezzanine is proposed to be so short & wondered if it could be extended further. Zac explained that the high school is looking to build a JV locker room in the future that would come from the other direction and space might be compromised. We can look into this more as we go through the design process to see if there is room to extend it, or if they are looking to attach to the existing beams and footings. We did look at trying to ease the bottle neck at the stairway, but right now we would have to remove a section of bleacher seating and not sure if we would like to do that, so we are looking to see if there is a better way to do it. The project right now is estimated to be under $2 million, but we will see where we are after completing the design. The ice arena generates revenue and is typically self-sustaining, so we are hoping to pay for this through that ice arena revenue. It would be a bond, and the ice arena would pay the bond through revenue. City Council still needs to give their approval, so tonight we are just looking for Commission feedback. We are still a couple months out from making any major decisions but would like the Commission’s feedback about the design to make sure we are going down the right track with your experiences at the arena. Commissioner Gustafson likes design, as she recently has been taking her son to skating lessons, she has learned how busy the facility can be. Commissioner Larson also liked the look and the openness and the access to the concessions. Having a warming spot on the south rink is going to be a great addition. A motion was made to approve the concept design by Commissioner Gustafson. Seconded by Commissioner Glasford. Motioned passed. B. Ice Arena Naming Rights Service Proposal The Council has expressed the desire for marketing rights for the Cottage Grove Ice Arena. We have had the option to sell those naming rights since the expansion in 2008, but we just haven’t had any takers, with the exception of CG Logistics who partnered with the city and re named the north rink to the CG Logistics Rink. We reached out to a few other potential partners but have been unsuccessful on our own. This is why most cities partner with advertising agencies. We reached out to one of the most successful agencies that we know in the area which is Front Burner Sports. We received their presentation on what they have done for other communities, brought that to Council in the form of two different workshops. The Council said to move forward with the proposal. Currently we are working on the final proposal from Front Burner Sports, will then bring it to Council, negotiate those terms, and see if it moves forward from there. Zac shared the full presentation of what the company does and history of success Parks and Recreation Commission Minutes November 10, 2025 Page 3 of 6 stories. It is a big endeavor, it takes a lot of work, and at the same time it changes the facility. If there were to be a company that wanted naming right for the whole facility, then it would no longer be called the Cottage Grove Ice Arena, and you would lose part of your identity and direct ties to the community. So, this is a big deal, but it also brings in quite a bit of revenue to support operations. Looking for comments and feedback from the Commission. Commissioner Glasford asked if someone has naming rights, is it just monetary, or do they have a say in what goes on or what is done to the facility. Zac stated that no, they do not have any ownership beyond signage. Commissioner Brown asked about evaluating partners, and what types of things do they take into consideration, is it just who is willing to pay for it, or do we look at company values and visions to make sure it aligns with the city? Zac stated that one of the first steps in the process is meeting with the marketing agency and telling them what our policy and procedures are. Currently some of our policies are no gambling, no alcohol, no smoking, and we lay this information out ahead of time to make sure they are finding partners that make sense with our policies and our expectations. Commissioner Olson wanted to know more about the CG Logistics rink contracts and if there are any potential things with that contract that may impact our ability to move forward with others, and do these companies need to play nice with one another? Since CG Logistics is local here in town Commissioner Olson would want them to know we value their partnership, and this is in no way trying to diminish the value for us. Zac agreed with Commissioner Olson. Zac explained that when CG Logistics entered into the agreement it was less about marketing and advertising and more about community support. To the backside of Commissioner Olson’s questions, Zac stated that in the future we would have to make sure that different partners play nice together and we will figure out those things as we go. Commissioner Olson also wanted to say that it would be great to have a local business (Cottage Grove or Washington County) to have as a partnership. He has a little resistance to changing the name of the arena itself, as Cottage Grove is known for this arena. So, what are we losing and how do we value the loss of that name recognition around town. Commissioner Olson wanted to make sure that the Council takes that into consideration. Zac agreed with Commissioner Olson’s statement that he himself has tangled this as well and will share with the Council. Commissioner Larson asked the average length of a contract. Zac stated on average it is 10 to 15 years. Commissioner Glasford asked what the expected monetary value of something like this to the city is. Zac stated that an entire facility could range anywhere from $750,000 to $1.5 million over the life of the contract. A sheet of ice would be more towards the $500,000 to $850,000 range, so it is quite a significant amount. Commissioner Gustafson asked what happens if you go through all of the phases and the city is out that amount of money that is listed in their presentation. Zac confirmed that yes that is true, but there is a 30- day opt in the contract at any time. A motion was made by Commissioner Gustafson to support the Ice Arena Naming Rights Service Proposal. Seconded by Commissioner Olson. Parks and Recreation Commission Minutes November 10, 2025 Page 4 of 6 C. 2024-2027 Work Plan Review Zac submitted the work plan review to remind the Commission of our mission and our goals. This is a document used to guide our conversations, and we want to make sure we are addressing all the goals that you have set forth. Looking for reaffirmation that the work plan doesn’t need to change. The Commission had no comments to change the current plan. As there are no changes there is no action needed. Zac presented Commissioner terms. Commissioner Crabtree’s term will expire in February 2026, so we will be looking for one new Commissioner to serve a 2-year term. We are also seeking 2 youth seats ages 13 and up. No action needed. 7. PRESENTATIONS 8. ACTION UPDATES The homes around the area are being built and the apartment complex is interested in property near the park again. So now that development is moving, we are going to look to next year to start the construction of the park. Construction of the park will take a year to a year and a half to complete. We have been burning some piles and finally getting those large piles of brush and debris out of there. Once the snow is on the ground, we will be able to burn the remainder down. We lost some trees to some over spraying unfortunately from Arbor Day. Most of the trees survived, but there are patches that didn’t make it, so we will plan on doing another Arbor Day planting again next year to fill out those areas and continue with some of the forest management and seeding. The three fields are pretty much done. They were out dormant seeding today, so the park is about 99% complete. Our crew will go out and excavate the playground which should be delivered and begin construction next week. The fields will have a year of rest and growth and then can be used starting in 2027. Commissioner Olson requested that this be on the tour schedule for next year. Zac stated that this will be one of the stops. Continuing to work on different funding options. We did submit for a grant for State Park Road Access, which if we received this grant and get the road into the park, that will open everything up as that was money that we were not projecting we could get Parks and Recreation Commission Minutes November 10, 2025 Page 5 of 6 without the 3M settlement dollars. We should know by the end of the year whether we will receive this grant or not. Kingston Park Building No updates Peterson Park The developer has started to build homes. We do not own all the land around the lake yet, as the developer has not dedicated the land to us yet. Zac has had the privilege of walking all the way around the lake and it’s an awesome trail around the lake. Still Ponds Park No major updates 9. DONATIONS 10. STAFF REPORTS AND MATERIALS Each manager has submitted division updates and Zac included information from his recent MN Recreation Park Association Conference. Zac shared with the Commission that one of the classes he attended by accident was a social media influencer class, which was a mind-blowing experience and showed how incredible the impact is from influencers compared to the government. 11. COMMISSION COMMENTS 12. COUNCIL COMMENTS Council Member Clausen shared that one of the big topics that came before the Council and will be for the next few years is the Nelson Amrize Holcim mining proposal. Grey Cloud Island currently has a mining operation. They will be exhausting their current supply in about five years, so they have put a proposal to expand the mine out into another area in the Mississippi, which has created some comments within the community and people that live on both sides of the river. The environmental impact study was recently brought to the Council to approve the statement. The only thing the Council was asked to approve of were very narrow questions; did we follow the state law and did the citizens receive enough time to make their comments. The Council approved that the document was done properly and followed the law. We did not approve of them to start mining, that will be years in the future. Council Member Clausen expressed gratitude to the Commission for the comments about the naming rights of the ice arena. The Council is divided on whether to move forward or not as if we do not find a partner, the cost to the city at minimum would be $20,000 as well as Parks and Recreation Commission Minutes November 10, 2025 Page 6 of 6 losing our identity if the facility is renamed. Council Member Clausen also forewarned the council of the upcoming 80th street project that will be starting in the spring. 13. WORKSHOPS 14. ADJOURNMENT 1 City Council Action Request 7.B. Meeting Date 2/18/2026 Department Administration Agenda Category Action Item Title Strategic Planning Meeting Minutes and Strategic Directions (2026- 01-10) Staff Recommendation Accept the 2026 Strategic Directions. Budget Implication N/A Attachments 1. Strategic Plan Memo 2. 2026 Retreat Final Memorandum 3. Vision Mission and Strategic Direction Placement 2026 TO: Honorable Mayor and Council FROM: Jennifer Levitt, City Administrator DATE: February 12, 2026 RE: Strategic Plan Update Discussion On January 10, the Council met with staff to discuss the strategic plan for 2026. A copy of the meeting minutes from Ethical Leaders in Action is attached. The meeting started with reviewing community survey results from 2025 then moved into discussions around the community development strategic plan, marketing city properties, city landscaping, communications strategy, the fire department standards of cover study, parks plans and concluded with a discussion regarding the financial management plan. While the three pillars of Enhancing Quality of Life for Residents, Thriving Business and Tourism Environment and Remain an Employer of Choice remain unchanged for 2026, the success factors under the Strategic Directions were updated to reflect the discussion at the meeting. The four Strategic Directions include Engaging Residents Where They Are, Continuing Sustainable Growth, Making Cottage Grove a Recreation Destination, and Remaining an Employer of Choice. Associated with each direction are success factors outlining expected results. A few of the new success factors include continuing data-driven social media content, implementing online building inspection scheduling, modifying the public landscapes initiative to re-balance and restore right of way landscaping in key areas of the community for public beautification, delivering the 80th Street rehabilitation project, and following the direction of Standards of Cover evaluating and implementing staffing plans and ensuring facilities meet the demands of our service model including decommissioning Station 4. The full list of success factors can be found on the attached placemat. Recommandation : Accept the 2026 Strategic Directions. MEMORANDUM TO: Jennifer Levitt, City Administrator, City of Cottage Grove FROM: Chad Weinstein and James Fischer, Ethical Leaders in Action DATE: February 12, 2026 RE: Outcomes from 2026 City Leadership Retreat Introduction This memorandum is respectfully submitted as the ﬁnal deliverable of our engagement to facilitate the 2026 Cottage Grove City Leadership Retreat. It is intended to capture the outcomes and spirit of the relevant discussions which took place throughout the day. A more detailed set of notes compiled and edited for relevance and clarity is also attached to this memo as an appendix. Retreat Objectives The retreat was held on January 10, 2026, at River Oaks Golf Course and Event Center. In a slight departure from recent years, this retreat was organized around a number of topical discussions of strategic importance, considering various aspects of city services, investments, and development goals in the context of the city’s ﬁnancial management plan (FMP). The Council will update the strategic objectives for the city, a traditional activity undertaken in the retreat, in a future work session. That update will be informed by the many discussions that took place at the retreat, and which are documented in this memorandum. Discussion Notes Introductory Activity: Sources of Pride Participants were shown a chart depicting the facets of livability used to survey residents, and asked to place one dot on the facet that represented a source of pride, and a second that represented the facet that they found most important. All council members and many staﬀ members shared the reasons for their choices, and the trends were discussed. Overwhelmingly, safety was cited as a source of pride and as the facet of top importance since safety is a basic necessity that supports so many other aspects of quality of life. Participants noted that this facet of livability extends well beyond traditional public safety services, including services provided by public works, community development, communications, and other functions. Participants also expressed pride in bringing the new water treatment center online, and in the city’s remarkable parks, recreational opportunities, and natural environment. In general, the sources of pride aligned with the importance assigned to the relevant facet of livability. Discussion: Revenue and Economic Development Finance Director Brenda Malinowski led a discussion concerning revenue projections. Residential development is projected to be relatively steady, though development often comes in “spikes” when new developments are occupied. One council member asked whether the City might try to level out spikes to contain the costs of service that follow the introduction of new residents. Because the situation is market driven, there is not realistically, in practice, a way to do that without losing the beneﬁts of the growth. Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 2 The City is facing a signiﬁcant challenge in its Emergency Medical Service (EMS) funding due to low Medicare reimbursement rates, resulting in a negative cash balance in the EMS fund of around $600,000. The City will transfer $550,000 to address this problem, recognizing that it reﬂects a structural challenge as costs exceed revenue for this critical service. The City is addressing this longer-term issue by shifting additional labor costs from the EMS enterprise fund to the general levy over time, a shift that more realistically reﬂects the costs of providing community risk reduction, ﬁre and emergency response, and emergency medical services to the community. Community Development Community Development Director Emily Schmitz presented an update on department strategy, operations, and staﬃng. The City will need additional capacity in Building Services, especially code enforcement. A constructive discussion took place about ways to optimize labor through technology and process improvements; staﬀ has already undertaken many of these eﬀorts. Council was generally supportive of adding staﬀ in the future; a proposal will be considered as part of the budget discussions and is well understood. Council was supportive of evaluating changing city code to allow residential garbage containers to be placed unobtrusively at the sides of dwellings, but not necessarily fully enclosed; this will mitigate a source of irritation for many residents and an enforcement burden for the city. Economic Development Economic Development Manager Nate Carlson shared new strategies of helping existing businesses to grow, continuing to partner with others to bring in new businesses, and cleaning up blighted properties to promote redevelopment. The partnership strategies include working with businesses to identify new development targets that will stimulate business growth for existing businesses, and helping businesses to work together to grow and prosper. The council was supportive of this direction. One current, major challenge to larger-scale commercial development in particular is the delay in access to electricity. This is driven entirely by Xcel Energy, which eﬀectively has a monopoly. Council and staﬀ will work together to inﬂuence Xcel, including by working with the Public Utilities Commission. Council was also supportive of balancing development for tax base with development for job creation and maintenance and for promoting other facets of quality of life (such as recreational amenities). Council was also supportive of strengthening ties to and support for the Chamber of Commerce. Other guidance and suggestions: • Consider using warehouse-like spaces for recreational amenities like trampoline parks or curling. • Hold a city-led “summit” meeting of businesses to help them work together to drive growth and to identify synergistic targets for future development. • Engage an analytics firm as the City has in the past. • If necessary, the City may pursue condemnation of the Majestic. • Staff is asked to provide Council with a map of properties owned by the EDA. • Attendance at ISCS was discussed. Council and staff will develop a strategy for participation. • Timing for gas station projects was discussed. Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 3 City Landscaping Parks and Recreation Director Zac Dockter laid out a proposal to transition city roadway landscaping to larger areas of hardscape and smaller high-impact areas of planting to improve appearance, reduce labor cost, and improve worker safety maintaining areas adjacent to high-speed routes. Council enthusiastically supportive of this recommendation. Staﬀ will prepare more detailed plans and bring them back to Council. Other guidance: • Consider replacing the current City sign on Highway 61 for greater impact and visual appeal. • Work with MNDOT to improve their maintenance of city access points. Public Works/Parks and Recreation Facility Relocation Public Works Director Ryan Burfeind presented plans for a new facility and the ﬁnancial rationale for redeveloping the current space, and using proceeds from a sale to oﬀset some of the new facility costs. The new facility will be built in phases, and constructed for cost-eﬀective expansion. Council was supportive of dedicating levy dollars for design, and will consider the timing of future investments, balancing savings and bonding options accordingly. Council discussed thinking about a local option sales tax to help fund the project. Communications Communications Manager Phil Jents discussed the City’s communications strategy and operations. Council was supportive of the City’s recent communications eﬀorts overall, and endorsed the strategies to shift social media platforms to meet residents and stakeholders where they are, along with the continued increase in online video content. The podcast downloads are under 100 per episode but potentially impactful, especially when compared with attendance at most public meetings. Further, podcast content is rich, creating better informed listeners. Council was also supportive of a future redesign of the City logo and newsletter. Other guidance and discussion: • Mitigating harmful comments online is deceptively complex; staff is aware of the trade-offs. • Consider television and radio commercials. • Consider a live cam like the Eagle Cams in some locations. Fire Standards of Cover Fire Chief John Pritchard and Public Safety Director Pete Koerner presented an overview of the recent Standards of Cover report, representing the “gold standard” for ﬁre service and EMS analytics. The recommendations and implications were discussed at some length. Facilities needs were discussed. Findings included endorsement of current resource locations at Station 1, and the decommissioning of Fire Station 4. In the near-term, there will be a need to expand Station 1 by adding a bay, a contingency for which the building and site were designed. This change would meet the department’s relevant facilities needs for at least the next ten years or so. Longer-range, there will be beneﬁt to locating a new station to serve the southwest areas of the city (including Grey Cloud Island) as they are further developed. Council members oﬀered guidance to look for land options early, and to consider seeking the right of ﬁrst refusal on Bailey Nursery land. Staﬃng needs were also discussed in detail. The department will “sunset” its part-time ﬁreﬁghter program, encouraging current employees to continue to serve as long as they are able, but no longer hiring any new part-timers. Council endorsed that decision, expressing support and gratitude for the many part- time responders who have served the city over decades, and recognizing the demographic and economic Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 4 realities that drive that change. Council also discussed pursuing a federal SAFER grant to allow for more rapid hiring. Council endorsed the plan to pursue a SAFER grant for 8 FTEs, and was generally supportive of using a specialized grant writer, to be proposed in the future after more research. Council also endorsed the budgetary transfer of 7 PT ﬁreﬁghter positions that are unﬁlled to one FTE full-time ﬁreﬁghter, a position which can then be posted immediately. Finally, after the city’s many eﬀorts to reach agreements that protect the interests of Cottage Grove taxpayers, the City will take steps to remove Newport and Saint Paul Park from Cottage Grove’s EMS PSA. East Ravine Parks Plan Zac Dockter presented a plan for new parks in the East Ravine area, which was discussed in detail and generally well-received. Land acquisition options were discussed in some detail. Council was also supportive of increasing parks dedication fees for multi-unit developments, to be discussed in a future work session. Financial Management Plan Brenda Malinowski returned to lead a discussion concerning the FMP. Additional spending, especially for Fire Department hiring, falls outside of the current FMP. This led to a thoughtful and spirited discussion about the nature and role of FMP. The support for hiring ﬁreﬁghters was not in question; the issue was really whether the FMP constituted a commitment which would require other, oﬀsetting cuts, or whether it was a guideline and tool for minimizing spikes in levy increases. The wisdom of deferring needed expenses – sometimes characterized as “kicking the can down the road” – was also discussed. An online polling exercise revealed that the council tends to prioritize personnel, then equipment, and then capital investments. Parking Lot Topics Throughout the day, we captured questions, guidance, and other ideas that were adjacent to the topics being considered. We revisited these topics at the conclusion of the retreat. However, all of the topics included in the parking lot are noted in the above notes, as part of their original discussions. Conclusion The retreat adjourned just before 4:00 PM. The facilitators wish to express their gratitude for being invited to return for the 2026 retreat. We appreciate the opportunity to serve as long-range strategic partners to the leadership of the City of Cottage Grove. More detailed topical notes are included as an appendix, below. Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 5 Edited Notes on Cottage Grove Strategy, 10 Jan 2026 These notes focus on capturing comments of the Cottage Grove City Council, not on presentations by staﬀ. In cases where staﬀ comments are added, it is to clarify context or build on Council remarks. Opening Comments Mayor Bailey Today is a chance to dream a bit, put up ideas. Even if it’s not something we will cover today, this is the day to get the ideas out there. Council recognizes that staﬀ needs some speciﬁc guidance. Council also realizes that there are limits and this process helps to work through those limits. City Administrator Levitt Presentation on Team Cottage Grove – End Zone Vision, Roles and Responsibilities, all members of the team are essential. There is a good team dynamic between elected and staﬀ. Today we want to get ideas out now for work in February. In the future we want yard markers to track progress. Hold back nothing… say what you need to say. Currently, our resources are suﬃcient- we have made investments in facilities and staﬀ and equipment. Our “defense’ meets challenges that exist- many are out of our control (lawsuits, landowners, tariﬀs, medical expenses). Our “oﬀense” moves the ball forward – we need to be ﬂexible, set plays to achieve our goals, get in the end zone. Dot Exercise Green – facet of livability that reﬂects a signiﬁcant achievement in last year Red – facet of livability that is most important for the next year Comments – Safety – The majority of both green and red are in this area. It is important that people can live with peace of mind. If people feel comfortable and safe, good things follow. Mobility - This is important for seniors and young to keep their costs down - mobility for livability CG wants to make sure we are maximizing value for our constituents - aﬀordability Mayor proud of our safety environment and our parks, people love what we are doing in Public Safety and want us to continue. People love our Parks & Recreation even if they are reluctant to pay for it. Idea: have an aﬀordability index for CG to compare to similar communities to make sure we are on target; our tax capacity is a challenge because we are not the wealthiest of cities. Mayor – We need ﬁgure out how to get over the top with economic development – ball has been pulled out, we have been held up at the goal line, we want to make more progress. CM Olsen- “Which one of my kids do I love the best;” it remains a challenge to prioritize. City government is fundamental to quality of life. The building blocks matter. Public Safety rises to the top for many – no Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 6 safety, people won’t go to parks, ride bus, etc. Bad Public Works leads to all kinds of challenges. People want it all but we can’t do it all at once. Utilities – achievements – water treatment upgrades (best water in TC!) Public Safety – achievements – Overall, engagement in community helps people feel safe. The licensing for paramedics, solid training, and productivity are factors that put our department in the upper echelon across the state (evidence? many people willing to lateral to join our PD, FD, EMS). The Safe Streets for All grant is an achievement. Note- Safety is not just “public” safety; it includes good road care, a perception of order (quality code enforcement), oﬃcer presence beyond “ﬁghting” crime, and proactive communication especially of alerts and warnings. Parks & Rec – achievements – Lots of our programming is popular. People love the beautiful parks and landscapes. The low cost and free amenities available to all are an incredible asset to entire community which support our strategic goal of being a recreation destination especially in maintaining venues/ﬁelds/facilities/trails. Even things that are not listed make a diﬀerence – our bond rating, employee retention, a stable council that supports staﬀ help. Employees watch how the council works and their professionalism is a positive indicator. Fund Allocation and Balance We expect new housing starts to stay steady (ﬂat), with minimal growth in number of plats, although there are some still coming in the near term. Revenue – residential development has been bread and butter, senior living is solid, commercial was higher in past. CM Thiede Question – Do we try to manage growth to avoid spikes and turbulence? To mow down mountains and pull up valleys? Moments of instability have usually come from a spike (increase) caused by a single major development. City budgets conservatively. When mountains come up, we respond and then adjust. Our fund balance policy helps us manage the uncertainty. All departments are operating under an amended budget. Contingency planning and funds help manage unexpected challenges. Currently revenue is about $1.8 mil over spending. Several voiced concern about impact of “going our own way” in the emergency services partnership with neighbors. Can we invoice neighboring cities in order to educate the public about the expenses and the write oﬀ that CG has to do to provide the service? Staﬀ sought guidance on negative cash balance in the EMS fund of $600K – (if we don’t shore up the fund, what do we tell bond agency?) Brenda recommends transferring $550K from General fund to EMS fund (see slide). - APPROVED Change in allocation for Fire Fighters now 60% in general fund, 40% in EMS fund, recommended that new Fire Fighter/Paramedic hires rely on general fund. Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 7 Community Development Department has built its own strategic plan. Discussion about role of code enforcement oﬃcer and need for additional PT/FTE – what do they do most of the time? Inspection? Looking for things? Sam is almost always reactive. Responding to complaints is her priority. She works on licensing in her “down time” and oﬀ season. CM questions: Can we improve processes? For example, use of drones? This would require some legal matters resolved. Even drones still require operators and time to process information. Is the expense of an additional employee (over &130K) better spent on other methods? Could we increase duration of rental license? Is the rapid growth of single-family home rentals something that should be managed? Or is it a cycle that we just need to ride out. Families are renting homes that their elders owned and have vacated for assisted living. Is this a beneﬁt for CG or something CG needs to “curtail”? Good code enforcement can mitigate negatives of rental properties. Question about what “Total Property Maintenance” means – it is a reactive activity, responding to concerns. Not proactive (not part of a regular plan). What is the inspection process? - documentation, follow-up, phone calls, engagement, citation if necessary. Council recognized that CD needs an additional employee to manage future growth. Trash container ordinance- Staﬀ spends a lot of time enforcing current (more restrictive) ordinance. Can we shift to a less restrictive ordinance? Are we making money? Are we making people unnecessarily mad? There is a perception that city is making money on it. Better to spend time on bad fences and trash outside containers and “free” stuﬀ on lawn. CD will craft a proposal and bring it to Council. The additional full time position will be a budget discussion but Council approves the concept. Staﬀ need to conﬁrm/prove return on investment… are there better processes? If so, try to use them, if not, show the math. Economic Development Council supported the following priorities - 1. Maintain existing businesses so they can grow and expand their workforce 2. Bring in new business, partner differently 3. Redevelop strategies to clean up blight maximize future use. Council Questions and Discussion: Does Van Meter know we are trying to help them ﬁnd dollars? VM has been trying to decide for over a year. Econ Dev should be more proactive in helping business to grow here. Creating jobs in the city is beneﬁcial to the city. In the past, CG has tried to bring businesses together. Are there any synergies that can be found by having a mix of businesses in a location or in our city. Recommend we bring businesses together to see if there are ways they can collaborate strategically. Existing businesses may be able to help city focus its recruiting of new businesses and even help with the actual recruiting. City wants to have a mutual relationship with businesses in that businesses are aware of what city can do for them and what they can do for the community. Mayor wants city to help businesses expand and grow, support them (through local or state subsidies, etc.) and get to a position where we can get the businesses we know are good for CG instead of taking what we can get. City can become catalyst for a web of business relationships. Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 8 A current limiting factor is power and ability of Xcel to bring electricity. Can we ﬁnd other sources, providers of power? Lots of restrictions because of rivers. We have to get in line to pay for additional electrical capacity. Are there other cities with this problem? Do we have other options or do we need to build relationship with Xcel? There was a short discussion about other recreational business opportunities such as curling, trampoline, etc. Could we repurpose industrial into recreational businesses? As rates drop, do you anticipate increase in opportunities? Access to capital is there, but we need to ﬁnd ways to get it. We still need to be looking for increase in Hotel capacity. Nate should use Chamber of Commerce. How can we use analytics (like ICSC) more? Placer AI is an option for analytics in Econ Dev, Parks & Rec, Tourism; there is support to explore using them in the future. US Bank building: haven’t heard anything, appears that they are renovating interior and not vacating. Mayor would like name of broker for US Bank. The pros/cons of attending ISCS – goals, who should attend, etc. Gas station – what is going on with that project Status of Majestic, can we condemn it? Council says yes. What does EDA currently own? Show council the map at some point soon. Yellow Tree status – Mayor wants to attend next neighborhood meeting at Dominion. City Landscaping Council supports proposal for more hardscape - “a no brainer.” It is better quality for community, better safety. Council Questions: Any additional opportunity for the Garden Club? They should not be asked to work in right of ways because it is too dangerous. They are doing about all they can right now. Can we work with MNDOT to improve appearance of the areas that they maintain? Can we look at landscaping partnerships/sponsorships? For example: Plants from Gertens with ads, etc.? Public Works/Parks Relocation Council Questions and Discussion: Review sequence of building for clariﬁcation and relative costs. If we were to bond, how would we do it? Do not bond for design. If we bond for $30 million, it costs $2.4 million/year; we could use local option sales tax. Would it be reasonable to repurpose, remodel current site? It would cost $23 million and last about 15 years, but expansion would be limited. A beneﬁt of new site is more space to continue to expand. Staﬀ recommend that CG start process of putting levy dollars toward the construction in order to be ready ﬁve years from now to begin work. Citizens may be more open to parks/public works sales tax project in the future than they were for recreation sales tax. Communications Priorities Council Questions and Discussion: Mayor supports direction. Appreciates that comms team responds to social media. Likes idea of using social media inﬂuencers (sees its success in his business life) for recreation opportunities that educate CG community and potential guests. CM Garza suggests commercials to promote events through DCG like food truck festival. Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 9 CM Clausen on social media responses in example of drunk school bus driver… can we tailor posts to turn oﬀ comments to protect individuals or the comments get dangerously negative. Some cities do not allow ANY comments on their social media posts. City HR policy does direct how employees respond and how city responds. Desire to be careful. CM Olsen pleased with changes, current video content. Look at newsletter design, continue it for the older members of community. Does comms have the tools they need to exercise vision for city? Short answer, yes. Mayor – How is podcast doing? Phil Jents explained that there are about 89 downloads per episode. That may not seem like a lot, but if we compare that to if we had 89 people show up at a meeting… we’d be impressed! Is there a possibility of a live cam to promote city? Fire Standard of Coverage Council Questions and Discussion: There was a question about the market value of Station 4 land – about $5-6 per sq. ft. If we decommission now, it saves about $10K/year because we still need to pay utilities. How does Standards of Coverage aﬀect insurance rates for businesses? ISO focuses on response rate and number of responders, not number of stations. Not as important to insurance adjusters. Distance to station of 10 miles or less is what matters. Any value of repurposing building? Fire Department is open to it. What would expansion of Central Fire Station additional bay cost? $1.5mil. Ask if contractor could do work concurrently. Discussion about savings opportunities. Does expansion cover capacity needs for future? It would be adequate for at least ten years. Longer term may need a second station in SW to cover Grey Cloud Island. City will need ﬁve-seven years lead time to fund and build new station. Is there utility in keeping Station 4 land? Not really based on location. Make sure city does not lose opportunity to access land. Any cash for retired ambulances? Not much. Doing a re-chassis is not eﬀective either. Mayor and council saw staﬀ shortage ﬁrsthand when they visited station. What is math as it relates to FTE and PT – (7 PT = 1 FTE) Are there potential cost savings if we do not provide EMS? CG would not have reliable emergency coverage AND ﬁre staﬃng would still be expensive. If that is true, does it make sense to get rid of partner communities because of the revenue they generate? Do we apply for SAFER Grant? There is consensus to hire a grant writer and apply for grant. East Ravine Park Planning There were lots of questions about speciﬁc land acquisition options and progress. CM Olsen interested in continuing dialogue about park dedication fees. Mayor says it’s fair to increase costs for apartment buildings since residents are more likely to use parks. Financial Management Plan Is it OK to be outside of target? Not OK with some members of Council but others are not sure we have a choice because of necessity. Several commented that the city will always have need and debt; always ﬁghting to catch up. Whole purpose of FMP is to level oﬀ cost with growth. Want to “level mountains into the valleys.” What are our realistic options? Push out expenses? Do without? Not do parks? Not do pavement management? Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 10 From Mayors’ standpoint, FMP hasn’t been followed since the ﬁrst day we put it in. Every time we kick the can down the road, we wind up hurting someone and if we don’t take action only gets more expensive. Our taxes went up, but ours are still lower than most. Note results of polls: Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 11 Is the FMP a commitment to hold the line or a guideline/presumption? CM Thiede - Guideline that manages expectations for residents. Tells story of what we believe will happen and then we respond to reality. It will ﬂuctuate but shouldn’t do so too much. City needs to be careful. CM Garza - it is a guideline, but to kick the can will cost us down the road. Plan is going to move because we can’t predict future. Need to balance needs of community. Survey results are consistent with guidance. Items in the “Parking Lot” Xcel and power access Review EDA map Majestic condemnation Conduct a city-led business “summit” for planning and building synergy Repurpose industrial sites for recreation like pickleball, trampoline park, curling, etc. Summary Notes for Cottage Grove Council-Staﬀ Retreat 2026 Page 12 Economic Development & Community Development should partner with an analytics ﬁrm Build plan and strategy for next ICSC session Work with MNDOT to better maintain Hwy 61 access points, move on hardscape, seek landscape sponsorship Wrestle with social media to curtail the negative/vitriolic comments on some posts Consider use of TV or radio commercials, maybe a live cam like the eagle nest in NE Be aware of need for SW ﬁre station; secure land early, seek right of 1st refusal with Bailey nursery Very open to revisiting park dedication fees, especially for multi-unit developments Final comments Things will work out. Staﬀ is receptive to guidance… give and take, giving direction. What’s a reﬂection on today? Jennifer – Staﬀ needs and appreciates the feedback. Those nuggets are valuable to keep us on same page. Brenda – helps with budget Ryan – helps prioritize since so much impacts Public Works Paul – learned a lot Phil – very helpful see where comms ﬁts (and doesn’t) we all have to adapt Emily – echo Jennifer and Ryan, fantastic for gaining clarity Zac – prioritization helps, make it all work together Pete – ditto, appreciates feedback Nate – very helpful, lots of detail, adapting CM Garza – appreciation for staﬀ and info they provide, city is growing responsibly, mutual respect CM Thiede – likes the ideas but always concerned about cost, seen a lot of growth, no animosity, appreciates conservative approach of ﬁnance CM Clausen – feedback is important and useful CM Olsen – best city staﬀ because there is no us v. them, Jennifer has broken down walls and ensured people coming together, this exercise reinforces values, productive, important role for our city and the interconnectedness of its functions, this council has made it a priority to work well together and with staﬀ Mayor Bailey – passionate about community, want best for kids and grandkids, how can we work together to continue high quality of life? Community/public has generally been supportive of council’s eﬀorts even if they have been reluctant to pay. Positive relationships on council and collaborative relationship with staﬀ matter. Priorities help us decide but we can still be responsive to opportunities. MISSION STATEMENT THREE PILLARS SUCCESS FACTORS STRATEGIC DIRECTIONS SUCCESS FACTORS To promote community pride and create a high quality of life by providing excellence in the delivery of public service to residents and businesses. Enhancing Quality of Life for Residents Thriving Business and Tourism Environment Remain an Employer of Choice Cottage Grove strives to provide life cycle housing for all residents through diverse housing options. Provide positive, responsive, and professional interaction with all services offered by the city while maintaining a safe and thriving community. Cottage Grove has a wide variety of premier community events, recreational amenities and natural open spaces for everyone to enjoy. Assure sustainable environmental standards and health practices including providing treated drinking water to meet all state and federal standards for PFAS. Cottage Grove aims to create a dynamic business environment which generates jobs and increases tax base. Cottage Grove partners with the local Chamber of Commerce to support local businesses and creates an environment to succeed. Cottage Grove Public Safety provides proactive community-oriented services to assist businesses. Cottage Grove Convention and Visitors Bureau supports the hotel and event community locally to promote tourism in Cottage Grove. Cottage Grove strives to be a workplace that is reflective of the community. Cottage Grove seeks to recruit and retain top talent, offering ongoing training and career opportunities. Cottage Grove has achieved an organizational culture dedicated to efficient operations and excellent delivery of services. Cottage Grove is a good financial steward which leads to a stable work environment. Engaging Residents Where They Are Continuing Sustainable Growth Making Cottage Grove a Recreation Destination Remaining an Employer of Choice Develop training programs for employees at all levels such as the Emerging Leaders Cohort, Leadership Summit, book studies and guest speakers. Create strategic video communications that demystify city operations and humanize City government. Continue data-driven social media content and continue to engage with the community when appropriate. Complete the study and plan for the Safe Streets for All federal grant. Continue to promote community events across City social media platforms when appropriate. Evaluate efficiencies related to building inspections and code enforecement. Expand the Case Management Unit (CMU) and community paramedics program . Develop a 10-year plan for EDA, HRA, and LAHA programs and priorities. Complete the final design and deliver the County 19A and 100th Street Realignment Project. Implement 3M settlement projects while maintaining an interim treatment plan that meets all PFAS standards. Recruit a business-class hotel developer to construct a hotel as part of the Shoppes at Cottage View development. Pursue development of Mississippi Dunes Park with pursuit of grant funds. Care for and/or reinvest into current recreational assets, including Kingston Park Building and Ice Arena Study East Ravine Parks & Trail Plan to assure both recreational service and financial preparedness for impending development. Create unique recreational places and spaces that are signature landmarks to Cottage Grove. Leverage key recreational facilities and park buildings to be points of pride for the community and improve the local economy. Continue to grow and enhance employee engagement programs (GOLD Award, Lunch and Learn, Safety Committee, Health and Wellness). Continue retention interviews and new hire interviews. Develop a Master Plan for Grey Cloud Island in conjunction with the Imagine 2050 Comp Plan update. Apply for SAFER (Staffing for Adequate Fire and Emergency Response) grant to assist with staffing to meet the significant increase in demand for EMS services. Engage with Xcel Energy to develop a defined pathway for future industrial power infrastructure. Deliver the 80th Street Rehabilitation project. Follow the direction from the Fire Standards of Cover study evaluating and implementing staffing plans and ensuring facilities meet the demands of our service model including decommissioning Station 4. Continue employee recognition programs (Years of Service, Police, Fire). Complete the Compensation and Classification Study with Paypoint HR. Continue the use of the Financial Management Plan. Continue to implement CVB Strategic Plan Explore new and creative marketing initiative such as, but not limited to, social media influencers, paid online advertising, paid media and others. Modify Public Landscapes Initiative to re-balance and restore right of way landscaping in key areas of the community for public beautification. Complete the redevelopment of the Cedarhurst Mansion site. Implement online building inspection scheduling. Work with Washington County and DARTS to expand transportation options to residents. Develop a plan for the financing and construction of the new Public Works and Parks Facility. 1 City Council Action Request 7.C. Meeting Date 2/18/2026 Department Parks and Recreation Agenda Category Action Item Title Appointment to Parks, Recreation and Natural Resources Commission Staff Recommendation Appoint Jordan Dibich to the Parks, Recreation and Natural Resources Commission. Budget Implication N/A Attachments 1. Appointments Memo To: From: CC: Date: Subject: Councilman Thiede and Commission Chair Larson are recommending Jordan Dibich be appointed to the Parks, Recreation and Natural Resources Commission effective March 1, 2026. This appointment would fill the vacancy at the end of the term. Recommendation Appoint Jordan Dibich to the Parks, Recreation and Natural Resources Commission. 1 City Council Action Request 7.D. Meeting Date 2/18/2026 Department Administration Agenda Category Action Item Title Fee Table Amendment Staff Recommendation Approve Ordinance 1107, amending the City Fee Table. Budget Implication N/A Attachments 1. Memo - Park Dedication Fees & eCheck Fee - 2026 2. Ordinance - 1107 Fee Table Revisions (Park Dedication & eChecks) 3. 2026 Proposed Fee's (2-18-26) To: From: CC: Date: Subject: Background Park Dedication Fees To aid in the city’s effort of providing public recreational facilities to the community, the city requires that when land develops or is subdivided, land shall be dedicated to the City for public use; or in lieu of dedicating land, cash shall be paid to the City for purposes of developing recreational facilities. The city periodically reviews these park dedication requirements to ensure they are fair to development partners while also providing adequate resources for continuous improvement and expansion of Cottage Grove’s park and recreation system. The current park dedication ordinance fees are as follows: Park Dedication Fees Single Family $4,900 per unit or 10% of the fair market value, whichever is greater Quad Buildings $3,600 per unit or 10% of the fair market value, whichever is greater Townhome $3,600 per unit or 10% of the fair market value, whichever is greater Multi-Family, Apartment, Independent Sr Living $2,200 per unit or 10% of the fair market value, whichever is greater Assisted Living, Skilled Care, Memory Care $8,400 per acre or 10% of the fair market value, whichever is greater Commercial $8,400 per acre or 10% of land value Industrial $8,400 per acre or 10% of land value The Parks and Recreation Department monitors park dedication requirements in comparable metro communities annually. Although these comparisons help to benchmark fees, the City should be primarily focused on the funding it needs to meet its’ own recreational service expectations. Each community has unique park/trail service level expectations so the associated park dedication fee structure will be unique to each community as well. Cottage Grove is a rapidly growing community that is adding to the park system annually and thus is heavily reliant upon park dedication fees for acquiring and developing park and open space for new homeowners’ enjoyment and wellness. When in the midst of community growth periods, it is important to remember that each development has a single opportunity to add to the future park system for generations of enjoyment. The choices made today have generational impacts. Park Dedication Impact Electronic Check Fees (eCheck) In alignment with the City’s commitment to fiscal stewardship and the principle of full cost recovery, a new transaction fee of up to 1.9% will be applied to the fee table for payments processed via electronic check (eCheck). Historically, the City has absorbed the third-party processing charges associated with these transactions; however, as digital payment volumes increase, this overhead could become disproportionate and impact the general fund. By integrating this fee into the standard Fee Table, we ensure that the direct costs of specialized payment processing are borne by the users of the service rather than the broader taxpayer base. Staff Recommendation Quad Buildings $4,000 per unit per unit or 10% of the fair market value, whichever is greater ORDINANCE NO. 1107 AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA, AMENDING THE CITY FEE TABLE The City Council of the City of Cottage Grove, Washington County, Minnesota, does hereby ordain as follows: SECTION 1. AMENDMENT. The City Fee Table administered by the City of Cottage Grove, County of Washington, State of Minnesota, shall be amended as specified in Attachment A effective upon publication and will remain in effect until amended or otherwise specified. 1) Park Dedication Fees Single Family - $5,000 per unit or 10% of the fair market value, whichever is greater. Quad Buildings - $4,000 per unit or 10% of the fair market value, whichever is greater. Townhome - $4,000 per unit or 10% of the fair market value, whichever is greater. Multi-Family, Apartments, Condos, Independent Sr Living - $3,000 per unit or 10% of the fair market value, whichever is greater. Assisted Living, Skilled Care, Memory Care - $8,500 per acre or 10% of the fair market value, whichever is greater. Commercial - $8,500 per acre or 10% of the fair market value, whichever is greater. Industrial - $8,500 per acre or 10% of the fair market value, whichever is greater. 2) Electronic Check Fees (eCheck) – Up to 1.9% per eCheck. The full text of Ordinance 1107 is available at Cottage Grove City Hall. SECTION 3. EFFECTIVE DATE. This ordinance shall be in full force and effect after its passage and publication according to law. th of February 2026 Published in the Pioneer Press on 2/20/2026. Category Subcategory Item Tier 2026Fees Ambulance Advanced Life Support Stand-By (Two EMS Providers (at least one Paramedic) with Ambulance)$220.00 per hour Ambulance Advanced Life Support Stand-By (Paramedic without Ambulance)$80.00 per hour Ambulance Advanced Life Support Treatment and Transport - Tier 1 $2,690.00 Ambulance Advanced Life Support Treatment and Transport - Tier 2 $3,010.00 Ambulance Advanced Life Support Treatment without Transport (includes all medication administration, oxygen administration, and cardiac arrest care)$550.00 Ambulance Basic Life Support Evaluation without Transport (includes assessment, vital signs (including pulse oximetry), blood glucose measurement, basic bandaging, band-aid, basic wound care, splinting or carbon monoxide monitoring)No Charge Resident; $550.00 Non Resident Ambulance Basic Life Support Stand-By (2 EMTs with Ambulance) Ambulance Basic Life Support Stand-By (EMT without Ambulance)$55.00 per hour Ambulance Basic Life Support Treatment and Transport $2,150.00 Ambulance Other Mileage Charge (Per Loaded Mile From City Limits)$40.00 Ambulance Other Non-Resident Fee $230.00 Ambulance Other Special Services EMS Charge $450.00 Ambulance Other Blood draw for legal purposes (Legal Blood Draw) for outside agency $200.00 Animal Impound City-Ordered, Administrative Fee Actual Cost Incurred By Impound Facility Animal Impound City-Ordered, Facility Fee Actual Cost Incurred By Impound Facility Animal Licenses Dog/Cat, Duplicate Tag $5.00 each Animal Licenses Dog/Cat, Multiple Animal $100.00 Per Calendar Year Animal Licenses Dog/Cat, Non-Spayed/Non-Neutered (1 Calendar Year)$20.00 Renewal Animal Licenses Dog/Cat, Non-Spayed/Non-Neutered (Lifetime License)$75.00 Animal Licenses Dog/Cat, Spayed/Neutered (1 Calendar Year)$15.00 Renewal Animal Licenses Dog/Cat, Spayed/Neutered (Micro-chipped Lifetime License)$50.00 Animal Licenses Dog/Cat, Spayed/Neutered (No Micro-chip Lifetime License)$60.00 Animal Licenses Goats, Temporary Keeping of, Vegetation Management $50.00 Per Calendar Year Animal Licenses Kennel, Commercial $50.00 per year Animal Other Administrative hearing fee, dangerous/potentially dangerous dog $200.00 Animal Registrations Dog, Dangerous $60.00 Spayed/Neutered; $65.00 Non-Spayed/Non-Neutered per Calendar Year Animal Registrations Dog, Potentially Dangerous $60.00 Spayed/Neutered; $65.00 Non-Spayed/Non-Neutered per Calendar Year Development Area Charges, Commercial/Industrial Sanitary Sewer, Remainder of City $2,730 per acre Development Area Charges, Commercial/Industrial Sanitary Sewer, South District Lower $15,260 per acre Development Area Charges, Commercial/Industrial Sanitary Sewer, South District Upper $5,740 per acre Development Area Charges, Commercial/Industrial Sanitary Sewer, Utility Staging Area 2 $11,490 per acre Development Area Charges, Commercial/Industrial Storm Water Facilities, East Ravine $15,370 per acre Development Area Charges, Commercial/Industrial Storm Water Facilities, Remainder of City $13,130 per acre Development Area Charges, Commercial/Industrial Storm Water Facilities, South District $15,150 per acre Development Area Charges, Commercial/Industrial Storm Water Facilities, West Draw $14,630 per acre Development Area Charges, Commercial/Industrial Waterworks $8,450 per acre Development Area Charges, Residential Sanitary Sewer, Remainder of City $1,950 per acre Development Area Charges, Residential Sanitary Sewer, South District Lower $10,820 per acre Development Area Charges, Residential Sanitary Sewer, South District Upper $4,080 per acre Development Area Charges, Residential Sanitary Sewer, Upper Ravine $9,970 per acre Development Area Charges, Residential Sanitary Sewer, Utility Staging Area 2 $8,150 per acre Development Area Charges, Residential Sanitary Sewer, West Draw Area 1 $2,440 per acre Development Area Charges, Residential Sanitary Sewer, West Draw Area 2 $4,010 per acre Development Area Charges, Residential Storm Water Facilities, East Ravine - High Density $15,370 per acre Development Area Charges, Residential Storm Water Facilities, East Ravine - Medium Density $12,840 per acre Category Subcategory Item Tier 2026Fees Development Area Charges, Residential Storm Water Facilities, East Ravine - Single Family $10,510 per acre Development Area Charges, Residential Storm Water Facilities, Remainder of City - Ag Developed $9,420 per acre Development Area Charges, Residential Storm Water Facilities, Remainder of City - Estate $6,550 per acre Development Area Charges, Residential Storm Water Facilities, Remainder of City - High Density $13,130 per acre Development Area Charges, Residential Storm Water Facilities, Remainder of City - Medium Density $10,940 per acre Development Area Charges, Residential Storm Water Facilities, Remainder of City - Single Family $9,000 per acre Development Area Charges, Residential Storm Water Facilities, South District - High Density $15,150 per acre Development Area Charges, Residential Storm Water Facilities, South District - Medium Density $12,660 per acre Development Area Charges, Residential Storm Water Facilities, South District - Single Family $10,380 per acre Development Area Charges, Residential Storm Water Facilities, SW Drainage Area - Multi Family $12,890 per acre Development Area Charges, Residential Storm Water Facilities, SW Drainage Area - Single Family $9,860 per acre Development Area Charges, Residential Storm Water Facilities, Upper Ravine - Multi Family $6,870 per acre Development Area Charges, Residential Storm Water Facilities, Upper Ravine - Single Family $5,820 per acre Development Area Charges, Residential Storm Water Facilities, West Draw - Ag Developed $10,480 per acre Development Area Charges, Residential Storm Water Facilities, West Draw - Estate $7,320 per acre Development Area Charges, Residential Storm Water Facilities, West Draw - High Density $14,640 per acre Development Area Charges, Residential Storm Water Facilities, West Draw - Medium Density $12,200 per acre Development Area Charges, Residential Storm Water Facilities, West Draw - Single Family $9,760 per acre Development Area Charges, Residential Water Works, Remainder of City $6,810 per acre Development Connection Fees, Commercial/Industrial Sanitary Sewer $1,770 per acre Development Connection Fees, Commercial/Industrial Water Works $2,620 per acre Development Connection Fees, Residential Sanitary Sewer, Entire City $460 per unit Development Connection Fees, Residential Water Works, Entire City $370 per unit Development Engineering City Concept Review, Public Improvement (Private Developer)1% Development Engineering City Design Escrow, Public Improvement (Private Developer, Public Design)5% Development Engineering City Engineering Administration Fee, Public Improvement (Private Developer)2% Development Engineering City Engineering Administration Fee, Public Project 4% Development Engineering City Inspection Escrow, Public Improvement (Private Developer, Private Design) - $0 - $1 million project valuation 6% Development Engineering City Inspection Escrow, Public Improvement (Private Developer, Private Design) - Project valuation greater than $1 million 5% Development Engineering City Inspection/Testing Escrow, Public Improvement (Private Developer, Public Design)10% Development Engineering Hourly Rate for Engineering and Staff Time Actual Cost Development Engineering Plan Review Escrow, Public Improvement (Private Developer, Private Design) - Project valuation greater than $1 million 2% Development Engineering Plan Review Escrow, Public Improvement (Private Developer, Private Design) - $0 - $1 million project valuation 3% Development Engineering Private Commercial Site Improvements - $0 - $100, 000 Valuation $300.00 Base Fee for Up To The First $20,000 Site Improvement Valuation; $13.00 per Additional $1,000 Site Improvement Valuation Development Engineering Private Commercial Site Improvements - $500,001 - $1,000,000 Valuation $4,300.00 Base Fee for First $500,000 Site Improvement Valuation; $5.00 per Additional $1,000 Site Improvement Valuation Development Engineering Private Commercial Site Improvements - Greater than $1,000,000 valuation $6,600.00 Base Fee for First $1,000,000 Site Improvement Valuation; $4.5 per Additional $1,000 Site Improvement Valuation Category Subcategory Item Tier 2026Fees Development Engineering Private Commercial Site Improvements $100, 001 - $500,000 Valuation $1,300.00 Base Fee for First $100,000 Site Improvement Valuation; 8.00 per Additional $1,000 Site Improvement Valuation Development Engineering Telecommunication Facilities Escrow Fee $10,000.00 Development Engineering Telecommunication Facilities Lease (Escrow Fee and Contract Required; Tenant Responsible for Additional Consulting, Planning or Building Permit Fees) Grange Water Tower (H10' X W10' X D24" Maximum Area) $46,350.00/Year with 4% Annual Lease Rate Escalator (Leased Space in Excess of Maximum Area Prorated) Development Engineering Telecommunication Facilities Lease (Escrow Fee and Contract Required; Tenant Responsible for Additional Consulting, Planning or Building Permit Fees) Meadowgrass Water Tower (H10' X W12' X D32" Maximum Area) $46,350.00/Year with 4% Annual Lease Rate Escalator (Leased Space in Excess of Maximum Area Prorated) Development Engineering Telecommunication Facilities Lease (Escrow Fee and Contract Required; Tenant Responsible for Additional Consulting, Planning or Building Permit Fees) Inwood Water Tower (H10' X W12' X D32" Maximum Area) $46,350.00/Year with 4% Annual Lease Rate Escalator (Leased Space in Excess of Maximum Area Prorated) Development Engineering Telecommunication Facilities Lease (Escrow Fee and Contract Required; Tenant Responsible for Additional Consulting, Planning or Building Permit Fees) Innsdale Water Tower (H10' X W12' X D32" Maximum Area) $46,350.00/Year with 4% Annual Lease Rate Escalator (Leased Space in Excess of Maximum Area Prorated) Development Engineering Telecommunication Facilities Lease (Escrow Fee and Contract Required; Tenant Responsible for Additional Consulting, Planning or Building Permit Fees) 92nd Street Water Tower (H10' X W12' X D32" Maximum Area) $46,350.00/Year with 4% Annual Lease Rate Escalator (Leased Space in Excess of Maximum Area Prorated) Development Engineering Telecommunication Facilities Lease (Generator Fee) $6000.00/Per Year Per Generator With a 4% Annual Lease Rate Escalator Development Miscellaneous Administrative Use Permit, Commercial Add Note For All Planning Fees: *Any escrows received by the City shall be monitored to ensure sufficient escrow funds are held by the City. When an escrow account reaches a balance of 10% of the original escrow amount, the City shall invoice the applicant for the submittal of additional escrow funds in an amount consistent with the original escrow submittal. This process shall continue until the City has completed all necessary reviews. Development Miscellaneous Administrative Use Permit, Residential $565.00 Plus $5,000.00 Escrow Development Miscellaneous Agricultural Preservation Documentation Processing $150.00 Development Miscellaneous Business Park AUAR $111.00 per Acre Development Miscellaneous Business Subsidy Application $10,000.00 Escrow (Unused Escrow Amount Returned) Development Miscellaneous Comprehensive Plan $50.00 Paper Copy/$10 Digital Development Miscellaneous Comprehensive Plan Amendment, Map or Text $670.00 + $55.00 GIS Fee + $2,500.00 Escrow Development Miscellaneous Conditional Use Permit, Commercial $565.00 Plus $5,000.00 Escrow Development Miscellaneous Conditional Use Permit, Interim $565.00 Plus $5,000.00 Escrow Development Miscellaneous Conditional Use Permit, Residential $565.00 Plus $5,000.00 Escrow Development Miscellaneous East Ravine AUAR Charge $120.00 Per Acre Development Miscellaneous Environmental Assessment Worksheet $620.00 Plus Actual Costs Development Miscellaneous Financial Guarantee, Escrow for Subdivision Improvements Public Improvements – 125% of Estimated Cost. Boulevard, Landscaping Improvements - 150% of Estimated Cost. Development Miscellaneous Historic Preservation Delisting $515.00 Development Miscellaneous Historic Preservation Designation $515.00 Development Miscellaneous Lot Grading and Corner Lot Pin Compliance Escrow $1,000.00 Per Lot Development Miscellaneous Metropolitan Council SAC Charge $2,485.00 Per Unit for Applicable 2025 Permits Development Miscellaneous Mining, Annual Inspection and Review $2,060.00 Development Miscellaneous Mining, Permit Removal per Occurrence Under 100,000 tons - $300.00. Over 100,000 tons - $550.00 Development Miscellaneous Natural Resources Inventory $70.00 Per Paper Copy Development Miscellaneous Park and Open Space Identification Markers $175/Post Development Miscellaneous Park Land Dedication, Commercial Land Only Minimum of 10% of the Buildable Land within the Development. Development Miscellaneous Park Land Dedication, Commercial Cash in Lieu of Estimated $8,500.00 Per Acre or 10% of the Fair Market Value, whichever is greater. Development Miscellaneous Park Land Dedication, Industrial Cash in Lieu of $8,500 per acre or 10% of the Fair Market Value, whichever is greater. Development Miscellaneous Park Land Dedication, Residential Land Only Minimum of 10% of the Buildable Land within the Development. Development Miscellaneous Park Land Dedication, Residential Cash in Lieu of (Single Family) $5,000.00 Per Unit or 10% of the Fair Market Value, whichever is greater. Development Miscellaneous Park Land Dedication, Residential Cash in Lieu of (Quad Buildings) $4,000.00 Per Unit or 10% of the Fair Market Value, whichever is greater. Development Miscellaneous Park Land Dedication, Residential Cash in Lieu of (Townhome) $4,000.00 Per Unit or 10% of the Fair Market Value, whichever is greater. Development Miscellaneous Park Land Dedication, Residential Cash in Lieu of (Multi- Category Subcategory Item Tier 2026Fees Development Miscellaneous Street Renaming $200.00 (Plus Sign Material and Labor for Installation) Development Miscellaneous Subdivision, Minor $500.00 Plus $2,000 Escrow Development Miscellaneous Tree Mitigation Replacement Trees Reference Title 11-3-13 Development Miscellaneous Tree Mitigation Cash In Lieu of $150.00 Per Required Replacement Inch Development Miscellaneous Variance, Post-Construction $925.00 Development Miscellaneous Variance, Pre-Construction $300.00 Development Miscellaneous Zoning Amendment, Text or Map $665.00 Plus $2,000.00 Escrow Development Miscellaneous Zoning Appeal $310.00 Development Miscellaneous Zoning Letter $100.00 Development Miscellaneous Zoning Ordinance $30.00 Per Paper Copy / $10 Digital Format Engineering Miscellaneous Sealcoating, Street, New Subdivision $1.25 Per Square Yard Engineering Miscellaneous Sealcoating, Trails $2.50 Per Square Yard Engineering Miscellaneous Off-Site Stormwater Ponding Fee Reference City Stormwater Management Plan Fines Code Enforcement Weeds, Tall, Abatement 1st Violation in 12- Month Period $60.00 Plus Actual Cost Fines Code Enforcement Weeds, Tall, Abatement 2nd Violation in 12- Month Period $110.00 Plus Actual Cost Fines Code Enforcement Weeds, Tall, Abatement 3rd Violation in 12- Month Period $210.00 Plus Actual Cost Fines License Cannabinoid & Low Potency THC, Underage Sale 1st Violation in a 24- 1st Violation in a 24- Category Subcategory Item Tier 2026Fees Golf Course Facility Rental Main Banquet Room $1,000 Golf Course Facility Rental Wedding Rental $6,000 Golf Course Facility Rental Wedding Rental & Ceremony $7,500 Golf Course Food Minimum Main Banquet Room NA Golf Course Food Minimum Main Banquet Room- Wedding NA Golf Course Food Minimum Partial Rooms NA Golf Course Greens Fee (Juniors)18 Hole, After 1 PM $25.00 Golf Course Greens Fee (Juniors)2 Hours Before Dark Junior Free if playing with an adult $10.00 Golf Course Greens Fee (Juniors)9 Hole, After 1 PM $20.00 Golf Course Greens Fee (Non-Patron)18 Hole, Friday - Sunday & Holiday $49.00 Golf Course Greens Fee (Non-Patron)18 Hole, Monday - Thursday $44.00 Golf Course Greens Fee (Non-Patron) 9 Hole, Friday - Sunday & Holiday, After 1 PM 7 before twillight $29.00 Golf Course Greens Fee (Non-Patron)9 Hole, Monday - Thursday $28.00 Golf Course Greens Fee (Patron)18 Hole, Friday - Sunday & Holiday $45.00 Golf Course Greens Fee (Patron)18 Hole, Monday - Thursday $40.00 Golf Course Greens Fee (Patron)9 Hole, Friday - Sunday & Holiday, After 1 PM $27.00 Golf Course Greens Fee (Patron)9 Hole, Monday - Thursday $27.00 Golf Course Greens Fee (Seniors) 18 Hole, Friday - Sunday & Holiday After 1 PM 7 before twillight $42.00 Golf Course Greens Fee (Seniors)18 Hole, Monday - Thursday $31.00 Golf Course Greens Fee (Seniors) 9 Hole, Friday - Sunday & Holiday, After 1 PM 7 before twillight $25.00 Golf Course Greens Fee (Seniors)9 Hole, Monday - Thursday $23.00 Golf Course Greens Fee (Twilight Golf)Walking $30.00 Golf Course Outdoor Tent Rental Per 20' x 20' Tent $250.00 Golf Course Practice Range Range Balls Small $8.00 Golf Course Practice Range Range Balls Medium $13.00 Golf Course Practice Range Range Balls Large $16.00 Golf Course Ride Along Fee Ride Along Fee $15.00 Golf Course Season Pass Couple $2,900.00 Golf Course Season Pass Couple, Weekday $2,400.00 Golf Course Season Pass Half Cart Pass $800.00 Golf Course Season Pass Half Cart Pass, Senior $700.00 Golf Course Season Pass Individual $1,950.00 Golf Course Season Pass Individual, Weekday $1,600.00 Golf Course Season Pass Junior, Weekday $475.00 Golf Course Season Pass Junior, Weekends After 1 PM $675.00 Golf Course Season Pass Practice Range, Member $450.00 Golf Course Season Pass Practice Range, Non-Member $750.00 Golf Course Season Pass Senior $1,600.00 Golf Course Season Pass Senior, Husband/Wife $2,400.00 Golf Course Season Pass Senior, Husband/Wife, Weekday $1,900.00 Golf Course Season Pass Senior, Weekday $1,400.00 Golf Course Tournament Shotgun, Before May 15 or After Sep 19 Monday - Thursday (includes $500 Merchandise Credit)$6,500.00 Golf Course Tournament Shotgun, Before May 15 or After Sep 19 Friday - Sunday (includes $500 Merchandise Credit)$7,500.00 Golf Course Tournament Shotgun, May 16 thru Sep 18 Monday - Thursday (includes $500 Merchandise Credit)$7,750.00 Golf Course Tournament Shotgun, May 16 thru Sep 18 Friday - Sunday & Holidays (includes $500 Merchandise Credit)$8,750.00 Golf Course Trail Fee Trail Fee $15.00 Ice Arena High School Hockey Games Double - Admission Charged Varsity or JV games - Boys 50/50 Split - $2,250 Minimum per Game Ice Arena High School Hockey Games Double - Admission Charged Varsity or JV games - Girls 50/50 Split - $1,750 Minimum per Game Ice Arena High School Hockey Games Single - Admission Charged Varsity or JV games - Boys 50/50 Split - $1,750 Minimum per Game Ice Arena High School Hockey Games Single - Admission Charged Varsity or JV games - Girls 50/50 Split - $1,450 Minimum per Game Ice Arena North & West Rink Ice Rental 72 Hour Deal $180.00 Ice Arena North & West Rink Ice Rental Monday - Friday Prime (2:00 PM - 10:00 PM)$250.00 Ice Arena North & West Rink Ice Rental Monday - Friday Non-Prime (10:00 PM - 2:00 PM)$180.00 Ice Arena North & West Rink Ice Rental Off Season (April 1 – August 31) 1-30 Hours 1 - 10 Hours $200.00 Ice Arena North & West Rink Ice Rental Off Season (April 1 – August 31) 31-60 Hours 11 - 20 Hours $190.00 Ice Arena North & West Rink Ice Rental Off Season (April 1 – August 31) 61+ Hours 21- 35 Hours $180.00 (21+ hours) Ice Arena North & West Rink Ice Rental Off Season (April 1 – August 31) Non-Prime before 6am-or after 10pm Non-Prime Rate (Before 6 AM or After 10 PM)$185.00 Ice Arena North & West Rink Ice Rental Saturday & Sunday Prime Prime (6:00 AM - 10:00 PM)$250.00 Ice Arena North & West Rink Ice Rental Saturday & Sunday Non-Prime Non-Prime (10:00 PM - 6:00 AM)$180.00 Ice Arena Public Skating Figure Skaters Practice - North or West Rink $14.00 Per Person Ice Arena Public Skating Figure Skaters Practice - South Rink $7.00 Per Person Ice Arena Public Skating Open Hockey $7.00 Per Person Ice Arena Public Skating Public Skating $7.00 Per Person Ice Arena Public Skating Public Skating Punch Card $49.00 Each Ice Arena Rentals, Other Ice Resurfacing, Extra $30.00 Ice Arena Rentals, Other Marquee Sign $10.00 Per Day Per Side Ice Arena Rentals, Other Meeting Room $30.00 Per Hour Ice Arena Rentals, Other Skate Rental $5.00 Per Pair Ice Arena Rentals, Other Skate Rental w/Skating School Program $3.00 Per Pair Ice Arena Rentals, Other Skate Sharpening $7.00 Per Pair Ice Arena Rentals, Other Skate Sharpening Punch Card $49.00/ 8 Sharpening's Ice Arena South Rink Ice Rental 72 Hour Deal $140.00 Plus Tax Category Subcategory Item Tier 2026Fees Ice Arena South Rink Ice Rental Monday - Friday Prime Prime (2:00 PM - 9:00 PM)$150.00 Plus Tax Ice Arena South Rink Ice Rental Monday - Friday Non-Prime Non-Prime (9:00 PM - 2:00 PM)$140.00 Plus Tax Ice Arena South Rink Ice Rental Off Season (April 1 – August 31) Prime (6:00 AM to 10:00 PM)$155.00 Plus Tax Ice Arena South Rink Ice Rental Off Season (April 1 – August 31) Non-Prime (Before 6:00 AM or After 10:00 PM)$145.00 Plus Tax Ice Arena South Rink Ice Rental Saturday & Sunday Prime (6:00 AM - 9:00 PM)$155.00 Plus Tax Ice Arena South Rink Ice Rental Saturday & Sunday Non-Prime (9:00 PM - 6:00 AM)$145.00 Plus Tax Ice Arena Turf Rental March - September $100.00 Plus Tax Licenses Animal Chicken and Duck Keeping (year 1 and 2)2 year license $100.00 every 2 years Licenses Animal Renewal - Chicken and Duck Keeping (year 3 and after)2- year license $50.00 every 2 years Licenses Business Adult Entertainment, Principal Uses $5,000.00 plus Investigation Fee of $2,060.00 In-State; Up To $10,300.00 Out-State Licenses Business Beekeeping $100.00 every 2 years Licenses Business Cannabis Cultivator (Registration Fee plus first Renewal Fee)$1,500.00 Licenses Business Cannabis Cultivator (Renewal Fee)$1,000.00 Licenses Business Cannabis Delivery Service (Registration Fee Plus First Renewal Fee)$750.00 Licenses Business Cannabis Delivery Service (Renewal Fee)$500.00 Licenses Business Cannabis Event Organizer Permit (Event Fee and Escrow) (One Event)250.00 Each Event with a $5000.00 Escrow Licenses Business Cannabis Lower-Potency Hemp Edible Manufacturer (Registration Fee Plus First Renewal Fee)$1,000.00 Licenses Business Cannabis Lower-Potency Hemp Edible Manufacturer (Renewal Fee)$500.00 Licenses Business Cannabis Lower-Potency Hemp Edible Retailer Initial Registration (1 License Per Retail Location) (Registration Fee Plus First Renewal Fee)$250.00 Licenses Business Cannabis Lower-Potency Hemp Edible Retailer Renewal Fee (Per Retail Location)$125.00 Licenses Business Cannabis Manufacturer (Registration Fee plus first Renewal Fee)$1,500.00 Licenses Business Cannabis Manufacturer (Renewal Fee)$1,000.00 Licenses Business Cannabis Medical Cannabis Combination (Renewal Fee)$1,000.00 Licenses Business Cannabis Medical Cannabis Combination Initial Registration (Registration Fee Plus First Renewal Fee)$1,500.00 Licenses Business Cannabis Mezzo (Renewal Fee)$1,000.00 Licenses Business Cannabis Mezzo Initial Registration (Registration Fee Plus First Renewal Fee)$1,500.00 Licenses Business Cannabis Micro (Renewal Fee)$1,000.00 Licenses Business Cannabis Micro Initial Registration (Registration Fee Plus First Renewal Fee)$1,000.00 Licenses Business Cannabis Retailer (Registration Fee plus first Renewal Fee)$1,500.00 Licenses Business Cannabis Retailer (Renewal Fee)$1,000.00 Licenses Business Cannabis Testing Facility (Registration Fee Plus First Renewal Fee)$1,500.00 Licenses Business Cannabis Testing Facility (Renewal Fee)$1,000.00 Licenses Business Cannabis Transporter (Registration Fee Plus First Renewal Fee)$750.00 Licenses Business Cannabis Transporter (Renewal Fee)$500.00 Licenses Business Cannabis Wholesaler (Registration Fee Plus First Renewal Fee)$1,500.00 Licenses Business Cannabis Wholesaler (Renewal Fee)$1,000.00 Licenses Business Commercial Film Production (High-Impact): A production that includes more than five crew, more than 10 talents, and more than two personal vehicles $200.00 Licenses Business Commercial Film Production (Low-Impact): A production that includes less than five crew and less than 10 talents, no trucks or commercial vehicles, and only two personal vehicles allowed $100.00 Licenses Business Fireworks Sales, Retail (Accessory Seller)$100.00 Licenses Business Fireworks Sales, Retail (Principal Seller)$350.00 Licenses Business Gambling, Investigation Fee (Premises Permits and Bingo Halls)$250.00 Licenses Business Gambling, Permit and State Licensing Exemptions $100.00 Licenses Business Liquor, 3.2% Malt Liquor, Investigation Fee $250.00 (Except Temporary Licenses) Licenses Business Liquor, 3.2% Malt Liquor, Off Sale $200.00 Per Calendar Year Licenses Business Liquor, 3.2% Malt Liquor, Off Sale, Brew Pub $200.00 Per Calendar Year Licenses Business Liquor, 3.2% Malt Liquor, Off Sale, Small Brewer $200.00 Per Calendar Year Licenses Business Liquor, 3.2% Malt Liquor, On Sale $600.00 Per Calendar Year Licenses Business Liquor, 3.2% Malt Liquor, On Sale, Club $100.00 Per Calendar Year Licenses Business Liquor, 3.2% Malt Liquor, On Sale, Temporary $50.00/Day For Each Location Licenses Business Liquor, Consumption & Display $300.00 Per Calendar Year Licenses Business Liquor, Consumption & Display, Temporary $25.00 Per Day Licenses Business Liquor, Intoxicating, Investigation Fee All Application Types $500.00 Licenses Business Liquor, Intoxicating, Investigation Fee Additional Investigation $200.00 Category Subcategory Item Tier 2026Fees Licenses Business Liquor, Intoxicating, Investigation Fee Foreign Corporations Actual Cost Licenses Business Liquor, Intoxicating, Off Sale $200.00 Per Calendar Year Licenses Business Liquor, Intoxicating, Off Sale, Brew Pub Malt Liquor $500.00 Per Calendar Year Licenses Business Liquor, Intoxicating, Off Sale, Micro distillery $200.00 Per Calendar Year Licenses Business Liquor, Intoxicating, Off Sale, Small Brewer Malt Liquor $200.00 Per Calendar Year Licenses Business Liquor, Intoxicating, Off Sale, Wine, Temporary $50.00 Per Day for Each Location Licenses Business Liquor, Intoxicating, On Sale $6,000.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Community Festival, Temporary $50.00 Per Day for Each Location Licenses Business Liquor, Intoxicating, On Sale, Brew Pub $500.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Brewer Taproom $750.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Club <=200 Members $300.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Club 201 - 500 Members $500.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Club 501 - 1,000 Members $650.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Club 1,001 - 2,000 Members $800.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Club 2,001 - 4,000 Members $1,000.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Club 4,001 - 6,000 Members $2,000.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Club >6,000 Members $3,000.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Culinary Class $750.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Micro distillery Cocktail Room $750.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Micro distillery, Temporary $50.00 Per Day for Each Location Licenses Business Liquor, Intoxicating, On Sale, Sports Facility or Cultural Facility, Temporary $50.00 Per Day for Each Location Licenses Business Liquor, Intoxicating, On Sale, Temporary $50.00 Per Day for Each Location Licenses Business Liquor, Intoxicating, On Sale, Wine $2,000.00 Per Calendar Year Licenses Business Liquor, Intoxicating, On Sale, Wine Festival, Temporary $50.00 Per Day for Each Location Licenses Business Liquor, Intoxicating, Sunday $200.00 Per Calendar Year Licenses Business Massage Business $100.00 Per Calendar Year; $100.00 Initial Investigation Fee Licenses Business Massage Therapist $50.00 Per Calendar Year; $50.00 Initial Investigation Fee Licenses Business Mobile Food Unit Operator License $50/Day or $250/Year Licenses Business Pawnbroker $1,030.00 Per Calendar Year; $530.00 Investigation Fee Licenses Business Peddler/Transient Merchant $105.00 Per Calendar Year/License Period Licenses Business Reapplication Fee following Revocation by the Council Double the Current License Fee Licenses Business Secondhand Goods Dealer, Single or Multiple $1,030.00 Per Calendar Year; $530.00 Investigation Fee Licenses Business Solicitor $75.00 per Applicant per Calendar Year Licenses Business Solid Waste and Recycling Collector, Commercial $365.00 per Calendar Year Licenses Business Solid Waste and Recycling Collector, Residential $570.00 Per Calendar Year Licenses Business Special Event Permit $100.00 Licenses Business Tobacco Sales, Retail $250.00 per Calendar Year Licenses Rental Rental Dwelling, Late Fee $50.00 Licenses Rental Rental Dwelling, Multiple Family $175 Per Building Plus $20 Per Unit - Annually Licenses Rental Rental Dwelling, Reinspection Fee $60.00 Licenses Rental Rental Dwelling, Single/Duplex/Twin $250 Per Unit - Biennially Parks Donation Memorial Bench $2,500.00 Parks Donation Picnic Table $1,250.00 Parks Donation Tree $500.00/ or Price of the Tree + Plaque Parks/Recreation Event/Tournament Class 2 $0.00 Parks/Recreation Event/Tournament Class 3 $325.00 Parks/Recreation Event/Tournament Class 4 $540.00 Parks/Recreation Event/Tournament Class 5 $695.00 Parks/Recreation Event/Tournament Concession Fee $55.00 Parks/Recreation Event/Tournament Event Staff As Quoted by Parks Division Parks/Recreation Event/Tournament Field Markings Chalk/Paint As Quoted by Parks Division Parks/Recreation Facility Use Outdoor Ballfields (2 Hour Minimum)$26.00/Hour (Resident); $36.00/Hour (Non-Resident) Parks/Recreation Facility Use Outdoor Court (2 Hour Minimum)$11.00/Hour (Resident); $16.00/Hour (Non-Resident) Parks/Recreation Facility Use Outdoor Rink Rental $60.00/Hour (Resident); $75.00/Hour (Non-Resident) Parks/Recreation Facility Use Park Building $191.00/Day (Resident): $258.00/Day (Non-Resident) Parks/Recreation Facility Use Park Building: Glacial Valley Park $464.00/Day (Resident): $567.00/day (Non-Resident) Parks/Recreation Facility Use Pavilion, Shelter $77.00/Day (Resident); $103.00/Day (Non-Resident) Parks/Recreation Facility Use Tent/Bounce House Location Marking $50.00/Marked Location Permits Building Accessory Structures over 200sqft Project Valuation Fee Permits Building Building Permit based on Project Valuation $500 - $2,000: $33.00 Base Fee for the first $500 Project Valuation; $5.00 per additional $100 Project Valuation $2,001 - $25,000: $94.00 Base Fee for first $2,000 Project Valuation; $18.00 per additional $1,000 Project Valuation $25,001 - $50,000: $518.00 Base Fee for first $25,000 Project Valuation; $13.00 per additional $1,000 Project Valuation $50,001 - $100,000: $849.00 Base Fee for first $50,000 Project Valuation; $9.00 per additional $1,000 Project Valuation $100,001 - $500,000: $1,317.00 Base Fee for first $100,000 Project Valuation; $8.00 per additional $1,000 Project Valuation $500,001 - $1,000,000: $4,267.00 Base Fee for first $500,000 Project Valuation; $7.00 per additional $1,000 Project Valuation $1,000,00 or Greater: $7,828.00 Base Fee for first $1,000,001 Project Valuation; $6.00 per additional $1,000 Project Valuation Category Subcategory Item Tier 2026Fees Permits Building Building Permit Fee Table (All New Residential & Commercial Construction, Finishing, Alterations, Remodeling, Additions, Commercial Driveway/Parking Areas, and Swimming Pools Greater than 18 Inches Deep) $116 Minimum (Residential) and $158 Minimum (Commercial) Permits Building Construction and Utility Permits 1/2 of the Original Permit Fee 180 Days From Issuance Date or 180 Days From Last Inspection Date Permits Building Building Plan Review Fee $25.00 Minimum, 68% Maximum of Building Permit Fee Permits Building City Contractor Licensing (Excluding Mechanical and Sign Contractor who hold a State License or Bond)$60 Annual Permits Building Commercial Certificate of Occupancy $61.00 Permits Building Construction and Utility Permits 3% of Construction Cost ($150.00 Minimum) Permits Building Contractor License per permit $5.00 License Look-up for Contractors with Licenses at the State Permits Building Decks (New)$182.00 Permits Building Decks (Remodel - Railing/Stairs Non Structural)$121.00 Permits Building Driveways, Residential $90.00 Permits Building Investigative Fee Charge Up To But Not Exceeding Permit Fee Permits Building Kitchen/Bath Remodel $116.00 Permits Building Manufactured Home $116.00 Permits Building Pool, Inground, Demolition $121.00 Permits Building Pool/Spa $61.00 Permits Building Pool/Spa $121.00 Permits Building Residential Temporary Certificate of Occupancy $50.00 Permits Building Roofing (Commercial)Project Valuation Fee Permits Building Roofing (Residential)$121.00 Permits Building Siding (Residential)$121.00 Permits Building Signs - Temporary No Fee - Permit Application Required to be Filed with the City Permits Building Signs (Pylon/Monument with Footings)$121.00 Permits Building Signs (Wall Mount/Existing Pylon)$90.00 Permits Building Windows/Doors (Existing Openings)$121.00 Permits Building Windows/Doors (Modified Openings)$182.00 Permits Building Wrecking, Moving, Demolition $121.00 Permits Building Commercial Remodel - 2 Inspections $140.00 Permits Building Commercial Remodel with Ceiling - 3 Inspections $210.00 Permits Electrical Circuit or Feeder 0 to 200 Amp $12.00/Circuit or Feeder Permits Electrical Circuit or Feeder Over 200 Amp $30.00/Circuit or Feeder Permits Electrical Commercial/Industrial/Apartment and all solar 2.5% of Project Value x0.025 Permits Electrical Plan Review 35% of Permit Fee Permits Electrical State Surcharge - Valuation Permit Fee x .0005 Permits Electrical Electrical Inspection (per trip)$70.00 Permits Electrical Electrical Permit Fee $70.00 Permits Electrical Existing One or Two Family Dwelling: 0 to 14 Feeders or Circuits are Installed or Extended per Unit $12.00/Feeder or Circuit Permits Electrical Existing One- or Two-Family Dwelling: 15 or More Feeders or Circuits are Installed or Extended per Unit $100.00/Dwelling Unit Permits Electrical Grounding Electrode, Concrete-Encased (per trip)$70.00 Permits Electrical Manufactured Home Park Lot Supply $50/Pedestal Permits Electrical New One- or Two-Family Dwelling: 0 to 25 Circuits and Feeders per Unit $200.00/Dwelling Unit Permits Electrical New One- or Two-Family Dwelling: Additional Circuits over 25 per Unit $8.00/Feeder or Circuit Permits Electrical Panel Changes $100.00/Enclosure Permits Electrical Pools $140.00 Permits Electrical Power Source: 0 to 400 Amp (0 to 250 Volts)$70.00/Source Permits Electrical Power Source: 0 to 400 Amp (Over 250 Volts)$100.00/Source Permits Electrical Power Source: 401 to 800 Amp (0 to 250 Volts)$140.00/Source Permits Electrical Power Source: 401 to 800 Amp (Over 250 Volts)$200.00/Source Permits Electrical Power Source: Over 800 Amp (0 to 250 Volts)$200.00/Source Permits Electrical Power Source: Over 800 Amp (Over 250 Volts)$300.00/Source Permits Electrical Reconnected Existing Circuit or Feeder (Panel Replacement)$100.00/Enclosure Permits Electrical Retrofitting of Existing Lighting Fixtures $1.00/Fixture Permits Electrical RV Pedestals (All Circuits Originating in Pedestal Including Factory Circuits)$8.00/Circuit Permits Electrical Separate Bonding Inspection 70 Permits Electrical Solar PV Installations for Electrical (1) 0 watts to and including 5,000 watts, $90 or (2) 5,001 watts to and including 10,000 watts, $150 or (3) 10,001 watts to and including 20,000 watts, $225 or (4) 20,001 watts to and including 30,000 watts, $300 or (5) 30,001 watts to and including 40,000 watts, $375 or (6) 40,001 watts to and including 1,000,000 watts, $375 and $25 for each additional 10,000 watts over 40,000 watts or (7) 1,000,001 watts to 5,000,000 watts, $3,975 and $15 for each additional 10,000 watts over 1,000,001 watts or (8) 5,000,001 watts and larger, $12,975, and $10 for each additional 10,000 watts over 5,000,001 watts Category Subcategory Item Tier 2026Fees Permits Electrical State Surcharge $1.00 Permits Electrical Street, Parking, and Outdoor Lighting Standards $5.00/Standard Permits Electrical Technology Circuits and Circuits Less than 50 Volts $1.00/Device or Apparatus Permits Electrical Traffic Signals $5.00 Each Permits Electrical Transformers for Electronic Power Supplies, Signs, and Outline Lighting $5.50 Each Permits Electrical Transformers for Light, Heat, and Power: 0 to 10 KVA $20.00 Each Permits Electrical Transformers for Light, Heat, and Power: More than 10 KVA $40.00 Each Permits Fire Alarm Note: Add State Surcharge Fire Alarm 2% of Construction Value, $158 Minimum Permits Fire Suppression Note: Add State Surcharge Fire Suppression 2% of Construction Value, $158 Minimum Permits Grading/Excavation Grading As-built Survey Certification $39.00 Permits Grading/Excavation Permit - (0 - 50 Cubic Yards)$26.00 Permits Grading/Excavation Permit - (1,001 - 10,000 Cubic Yards)$211.00 Base Fee + $16.00 Per 1,000 Cubic Yards Permits Grading/Excavation Permit - (10,001 - 100,000 Cubic Yards)$355.00 Base Fee + $71.00 Per 10,000 Cubic Yards Permits Grading/Excavation Permit - (100,001 - or more Cubic Yards)$994.00 Base Fee + $39.00 Per 10,000 Cubic Yards Permits Grading/Excavation Permit - (101 - 1,000 Cubic Yards)$40.00 Base Fee + $19.00 Per 100 Cubic Yards Permits Grading/Excavation Permit - (51 - 100 Cubic Yards)$40.00 Permits Grading/Excavation Plan Review (0-50 Cubic Yards)No Fee Permits Grading/Excavation Plan Review (1,001 - 10,000 Cubic Yards)$53.00 Permits Grading/Excavation Plan Review (10,001 - 100,000 Cubic Yards)$53.00 Base Fee + $26.00 per 10,000 Cubic Yards Permits Grading/Excavation Plan Review (100,001 - 200,000 Cubic Yards)$287.00 Base Fee + $14.00 per 10,000 Cubic Yards Permits Grading/Excavation Plan Review (101-1,000 Cubic Yards)$40.00 Permits Grading/Excavation Plan Review (200,001 or more Cubic Yards)$427.00 Base Fee + $7.75 per 10,000 Cubic Yards Permits Grading/Excavation Plan Review (51 - 100 Cubic Yards)$26.00 Permits Grading/Excavation Site Grading Inspection Fee $66.00 Permits Grading/Excavation Site Grading/ As Built Reinspection Fee $25.00 Permits Inspections Boulevard Tree/Sod Inspection $165.00 Permits Inspections Boulevard Tree/Sod Reinspection $60.00 Permits Inspections Curb Box Inspection $170.00 Permits Inspections Curb Box Reinspection $70.00 Permits Inspections Erosion Control Inspection (Residential Lot Not Covered by Development Agreement)$825.00 Permits Inspections Inspections For Which No Fee Is Specifically Indicated $61 Permits Inspections Inspections Outside Normal Business Hours $110.00 Minimum Permits Inspections Reinspection Fee (plumbing, mechanical & building)$61.00 Maximum Per Site/Project Visit Permits Mechanical/Plumbing (Commercial) Note: Add State Surcharge Mechanical 2% of Contract Price, $158 Minimum Permits Mechanical/Plumbing (Commercial) Note: Add State Surcharge Plumbing, Domestic 2% of Contract Price, $158 Minimum Permits Mechanical/Plumbing (Commercial) Note: Add State Surcharge Plumbing, Irrigation 2% of Contract price, $158 Minimum Permits Mechanical/Plumbing (Commercial) Note: Add State Surcharge Sewer Line $168.00 Permits Mechanical/Plumbing (Commercial) Note: Add State Surcharge Water Line $168.00 Permits Mechanical/Plumbing (Residential) Note: Add State Surcharge Mechanical/Plumbing Permit Fees (Residential): Addition/Alteration/Remodel $61.00 Base Fee (Includes 1 Fixture) Plus $12.00 Each Additional Fixture ($231 Maximum Permit Fee) Permits Mechanical/Plumbing (Residential) Note: Add State Surcharge New Home $231.00 Permits Miscellaneous Permit Fees Building Inspection Card Replacement $42.00 Permits Plant Registration Plant Registration .01 Cents/Square Foot Permits State Surcharges, Building/Mechanical/Plumbing Permits State Surcharge based on Fixed Fees $1.00 Permits State Surcharges, Building/Mechanical/Plumbing Permits State Surcharges based on Project Valuation $1,000,000 or Less (1) $1,000,000 or less; $0.00 Base Fee + .0005 x valuation or (2) $1,000,001 - $2,000,000; $525 Base Fee + .0004 x valuation - $1,000,000 or (3) $2,000,001 - $3,000,000; $950 Base Fee + .0003 x valuation - $2,000,000 or (4) $3,000,001 - $4,000,000; $1,250 Base Fee + .0002 x valuation - $3,000,000 or (5) $4,000,001 - $5,000,000; $1,450 Base Fee + .0001 x valuation - $4,000,000 or (6) Greater than $5,000,001; $1,550 Base Fee + .00005 x valuation - $5,000,000 Permits Zoning Accessory Structures under 200sqft $61.00/One Inspection Permits Zoning Patios and Parking Areas, Residential $61.00/One Inspection Public Safety Data Requests Data Requests, Other Determined by Actual Production Cost Public Safety Data Requests Photographs $20.00 (JPG Format on CD) Public Safety Data Requests Police/Fire Reports $0.25 Per Page Over 25 Pages Public Safety Data Requests Recordings, Audio $20.00 (CD/DVD) Public Safety Data Requests Recordings, Squad Video (L3)$20.00 (DVD) Public Safety Data Requests Recordings, Video $20.00 (DVD) Public Safety Data Requests Transcription of Audio Recording Determined by Actual Time at Current Transcription Rate Public Safety Fire Services Burning Permit, Commercial $100.00 Public Safety Fire Services Day Care Facility Inspection $50.00 Public Safety Fire Services Fire Equipment Use All Fire Equipment Use Based on Current FEMA Rates Public Safety Fire Services Fire Permit $50.00 Category Subcategory Item Tier 2026Fees Public Safety Fire Services Fireworks Outdoor Display Per event $ 250.00 Public Safety Fire Services Hazardous Materials and Other Charges for Service $150.00 Per Hour Per Person Plus Materials. Minimum Charge of 4 Hours. Public Safety Fire Services Tank Installation Permit 1% of Value ($100.00 Minimum) Public Safety Fire Services Title III Facility Inspection $50.00 Public Safety Police Services Blood Alcohol Test $100.00 Public Safety Police Services Clearance Letters (i.e. Adoption, Passport, Etc.)$20.00 Public Safety Police Services Daycare Checks $20.00 Per Adult Public Safety Police Services Excessive Use of Police Services (1 to 2 Nuisance service call(s) within 12 months)No Charge Public Safety Police Services Excessive Use of Police Services (3rd nuisance service call within 12 months)$200.00 Public Safety Police Services Excessive Use of Police Services (4th nuisance service call within 12 months)$400.00 Public Safety Police Services Excessive Use of Police Services (5th nuisance service call within 12 months)$800.00 Public Safety Police Services Excessive Use of Police Services (6th nuisance service call within 12 months)$1,600.00 Public Safety Police Services Excessive Use of Police Services (7th nuisance service call within 12 months and all subsequent nuisance calls)$2,000.00 Public Safety Police Services Fingerprinting (Non-resident)$35.00 Public Safety Police Services Fingerprinting (Resident)$25.00 Public Safety Police Services Law Enforcement, Police Officer $140.00 Per Hour Public Safety Police Services Lockouts, Car Door Unlocking $50.00 Per Event Public Safety Police Services Special Response Team (Outside Of Washington County)Per Current Mutual Aid Agreement Public Safety Towing and Impound Administrative Fee Per Prosecuting Attorney Public Safety Towing and Impound Impound, Storage Fee Per Prosecuting Attorney Public Safety Towing and Impound Towing Fee Per Current Towing Contract Public Safety Towing and Impound Towing/Storage Charge Per Current Towing Contract Public Safety Towing and Impound Vehicle Impoundment Per Current Towing Contract Public Works Equipment Air Compressor $44.00 Public Works Equipment Asphalt Roller $38.00 Public Works Equipment Backhoe $88.00 Public Works Equipment Blower $23.00 Public Works Equipment Brush Saw $23 Public Works Equipment Chainsaw $23.00 Public Works Equipment Chipper $66.00 Public Works Equipment Grader $121.00 Public Works Equipment Hotsy $33.00 Public Works Equipment Hydro Mulcher (Additional Charges for Product Used)$82.00 Public Works Equipment Loader, 3-Yard $101.00 Public Works Equipment Loader, Skid steer $71.00 Public Works Equipment Mower $44.00 Public Works Equipment Paint Striper $49.00 Public Works Equipment Patch Truck $121.00 Public Works Equipment Paver, Pull Type $44.00 Public Works Equipment Paver, Track Type $210.00 Public Works Equipment Power Broom $23.00 Public Works Equipment Sewer Vac (Requires 2 Operators)$199.00 Public Works Equipment Sign Truck $54.00 Public Works Equipment Snowblower $23.00 Public Works Equipment Spray Patcher $93.00 Public Works Equipment Sweeper $111.00 Public Works Equipment Tar Kettle $23.00 Public Works Equipment Tractor with Clam $59.00 Public Works Equipment Tractor, Holder, with Mower $65.00 Public Works Equipment Tractor, Large, with Mower $65.00 Public Works Equipment Tractor, Small, with Mower $49.00 Public Works Equipment Traffic Counter $12.00 Public Works Equipment Trailer $13.00 Public Works Equipment Trailer, Arrow Board $28.00 Public Works Equipment Trailer, Jetter $77.00 Public Works Equipment Trailer, Tandem Axel $28.00 Public Works Equipment Trencher $54.00 Public Works Equipment Truck, Bucket $111.00 Public Works Equipment Truck, Dump, 1-Ton $54.00 Public Works Equipment Truck, Dump, Single Axle $59.00 Public Works Equipment Truck, Dump, Single Axle with Plow/Attachment $93.00 Public Works Equipment Truck, Dump, Tandem Axle $93.00 Public Works Equipment Truck, Dump, Tandem Axle with Plow/Attachment $98.00 Public Works Equipment Truck, Pickup $47.00 Public Works Equipment Truck, Pickup with Plow/Attachment $59.00 Public Works Equipment Truck, Tanker $82.00 Public Works Equipment Wacker $19.00 Public Works Equipment and Labor Operator, Equipment, Overtime Rate $101 Public Works Equipment and Labor Operator, Equipment, Standard Rate $71.00 Public Works Right-of-Way Curb Cuts - Residential $50.00 Public Works Right-of-Way Load Limit Permit $74.00 Public Works Right-of-Way Right-of-Way Delay Penalty Fee $80.00 (up to 3 Days) + $16.00/Day (After 3 Days) Public Works Right-of-Way Right-of-Way Excavation Permit Fee: Hole $225.00 Public Works Right-of-Way Right-of-Way Excavation Permit Fee: Trench or Bore, <1,000 LF $75.00/100 Lineal Feet + Hole Fee ($225.00) Public Works Right-of-Way Right-of-Way Excavation Permit Fee: Trench or Bore, >1,000 LF $85.00/100 Lineal Feet + Hole Fee ($225.00) Public Works Right-of-Way Right-of-Way Non-excavation Fee, Aerial or Overhead Lines $53.00 Plus $5.25 per 100 Linear Feet Public Works Right-of-Way Right-of-Way Obstruction Permit Fee $225.00 + $0.21/Lineal Foot of Obstruction Public Works Right-of-Way Right-of-Way Permit Extension Fee $75.00 Public Works Right-of-Way Right-of-Way Registration Fee $105.00 Annually Public Works Right-of-Way Right-of-Way Sidewalk, Apron, Commercial $225.00 Public Works Right-of-Way Small Wireless Facility Installation (6 to 15 Facilities)$104.00 Per Facility Public Works Right-of-Way Small Wireless Facility Installation (up to 5 facilities)$520.00 Category Subcategory Item Tier 2026Fees Public Works Right-of-Way Small Wireless Facility Installation, Plan Review Escrow $10,000.00 (Unused Escrow Amount Returned) Public Works Right-of-Way Small Wireless Facility, Collocation Rental $182.00 Per Facility Per Year ($156.00 Rental/$26.00 Maintenance) Public Works Right-of-Way Work Without a Permit Double Permit Fee Public Works Signs 10' Galvanized Round Post $38.00 Public Works Signs 10' Galvanized Square Post $48.00 Public Works Signs 12' Galvanized Round Post $44.00 Public Works Signs 3" X 60" Post Delineators $33.00 Public Works Signs 6'3# Green Channel Post $22.00 Public Works Signs 7'2# Galvanized Channel Post $22.00 Public Works Signs 7'3# Galvanized Channel Post $32.00 Public Works Signs 8'2# Green Channel Post $32.00 Public Works Signs 9 Button Marker $32.00 Public Works Signs Band-It Hardware Average $23.00 Public Works Signs Crosswalk Arrow $44.00 Public Works Signs Crosswalk Sign $98.00 Public Works Signs Heavy Duty Cap Bracket 12"$23.00 Public Works Signs Heavy Duty T Bracket 12"$23.00 Public Works Signs Island Keep Right Sign $49.00 Public Works Signs Light Pole Bracket $28.00 Public Works Signs Marker Band $17.00 Public Works Signs No Parking Sign $28.00 Public Works Signs Nuts and Bolts Per Sign $11.00 Public Works Signs Speed Limit Sign 24" X 30"$44.00 Public Works Signs Square Surface Mount Bracket Break Away $170.00 Public Works Signs Stop Sign - 30" Visual Impact Perception $88.00 Public Works Signs Stop Sign - 36" Visual Impact Perception $116.00 Public Works Signs Street Name Sign - 24" Visual Impact Perception $104.00 Public Works Signs Street Name Sign - 28" Visual Impact Perception $104.00 Public Works Signs Street Name Sign - 30" Visual Impact Perception $112.00 Public Works Signs Street Name Sign - 34" Visual Impact Perception $122.00 Public Works Signs Street Name Sign - 36" Visual Impact Perception $123.00 Public Works Signs Street Name Sign - 42" Visual Impact Perception $132.00 Public Works Signs Street Name Sign 48" Visual Impact Perception $138.00 Public Works Signs Warning Sign - 30" Visual Impact Perception $88.00 Public Works Signs Warning Sign - 36" Visual Impact Perception $121.00 Public Works Spring Clean up Grill $15.00 Public Works Spring Clean up Push mower $15.00 Public Works Spring Cleanup Air Conditioner $10.00 Public Works Spring Cleanup Appliances, Ammonia Refrigerant $100.00 and Up Public Works Spring Cleanup Bulbs, Fluorescent No Charge Public Works Spring Cleanup By Load (Car Trunk)$30.00 - $75.00 Public Works Spring Cleanup By Load (Pickup Truck)$70.00 - $175.00 Public Works Spring Cleanup By Load (SUV/Station Wagon)$40.00 - $90.00 Public Works Spring Cleanup By Load Box Truck $95.00 + Public Works Spring Cleanup Car Battery No Charge Public Works Spring Cleanup Chair $10.00 Public Works Spring Cleanup Computers No Charge Public Works Spring Cleanup Dishwasher $10.00 Public Works Spring Cleanup Electronics No Charge Public Works Spring Cleanup Exercise Equipment $15.00 Public Works Spring Cleanup Freezer $15.00 Public Works Spring Cleanup Lumber, Railroad Tie, 6X6 or 6X8 $10.00 Public Works Spring Cleanup Lumber, Treated, 2X4 $5.00 Public Works Spring Cleanup Lumber, Treated, 4X4 $8.00 Public Works Spring Cleanup Mattress or Box Spring $20.00 Public Works Spring Cleanup Mattress, Crib $10.00 Public Works Spring Cleanup Microwave No Charge Public Works Spring Cleanup Paint, Household, Latex or Oil Based No Charge Public Works Spring Cleanup Refrigerator (No Gas Ammonia)$10.00 Public Works Spring Cleanup Snow Blower $25.00 Public Works Spring Cleanup Sofa $15.00 Public Works Spring Cleanup Stove $10.00 Public Works Spring Cleanup Television No Charge Public Works Spring Cleanup Tire, Car/Light Truck $5.00 Each Public Works Spring Cleanup Tire, Semi Truck $15.00 Each Public Works Spring Cleanup Tire, Tractor $35.00 Each Public Works Spring Cleanup Washer or Dryer $10.00 Each Public Works Spring Cleanup Water Heater $10.00 Each Public Works Spring Cleanup Water Softener $10.00 Each Public Works Street Lights Fixture, Cobra Head, LED $1,549.00 Public Works Street Lights Fixture, Concrete, LED $3,053.00 Public Works Street Lights Fixture, Granville, LED $1,968.00 Public Works Street Lights Fixture, Residential, LED $2,089.00 Public Works Street Lights LED Luminaire $2,530.00 Public Works Street Lights Mast Arm $1,442.00 Public Works Street Lights Mast Arm, Pole $935.00 Public Works Street Lights Mast Arm, Pole, Dual $935.00 Public Works Street Lights Pole, Commercial Round- 30'$4,630.00 Public Works Street Lights Pole, Commercial, Round Tapered - 20'$2,580.00 Public Works Street Lights Pole, Commercial, Round Tapered - 30'$4,000.00 Public Works Street Lights Pole, Concrete $4,362.00 Public Works Street Lights Pole, Decorative Site Link 30'$6,482.00 Public Works Street Lights Pole, Decorative, 14'$3,489.00 Public Works Street Lights Pole, Decorative, 18'$5,132.00 Public Works Street Lights Pole, Residential $1,913.00 Utilities Permits/Rentals 2½" Hydrant Water Meter, Deposit $1,500.00 Utilities Permits/Rentals 2½" Hydrant Water Meter, Permit Fee $79.00 Utilities Permits/Rentals 2½" Hydrant Water Meter, Rental Fee $5.00 Per Day Utilities Permits/Rentals 2½" Meter, Consumption Charge $5.50 per 1,000 Gallons Consumption Utilities Permits/Rentals 3/4" Adapter, Consumption Charge $5.50 per 1,000 Gallons Consumption Utilities Permits/Rentals 3/4" Adapter, Deposit $300.00 Utilities Permits/Rentals 3/4" Adapter, Permit Fee $79.00 Category Subcategory Item Tier 2026Fees Utilities Permits/Rentals 3/4" Adapter, Rental Fee $5.00 Per Day Utilities Permits/Rentals Fire Hydrant Hookup Permit $53.00 Utilities Services Accuracy Test of Water Meter (Requested by Water User) Outsource Meter Accuracy Certification $158.00 Utilities Services Delinquent Account Certification $75.00 Plus 10% Interest Per Annum Utilities Services New Account Fee $25.00 Utilities Services Utility Account Turn-off Fee $83.50 Utilities Services Water and Sewer Restoration Fee $5.00 Plus 6% Interest Per Annum Utilities Services Water Reconnection or Turn-on Fee (Outside Water Department Regular Working Hours)$115.00 Per Occurrence; $200.00 on Holidays Utilities Sewer Usage Rates Commercial Base Charge $5.41 Per Month Utilities Sewer Usage Rates Commercial All Non-Irrigation Usage $4.78 Per 1,000 Gallons Utilities Sewer Usage Rates Residential Base Charge $5.41 Per Month Utilities Sewer Usage Rates Residential All Usage $4.78 Per 1,000 Gallons Utilities Sewer Usage Rates Commercial, Usage (Municipal Customer)6% Over Commercial Rate Utilities Sewer Usage Rates Residential, Usage (Municipal Customer)6% Over Residential Rate Utilities Stormwater Utility Fees Apartments $1.56 Per Residential unit Per Month Utilities Stormwater Utility Fees 1.5+ Acre Residential $4.93 per Residential Unit Per Month Utilities Stormwater Utility Fees Agricultural Land with Structure $74.56 Per Parcel With Structure Per Year Utilities Stormwater Utility Fees Cemeteries $11.76 Per Acre Per Year Utilities Stormwater Utility Fees Churches $25.85 Per Impervious Surface Acre Per Month Utilities Stormwater Utility Fees Commercial / Industrial $25.85 Per Impervious Surface Acre Per Month Utilities Stormwater Utility Fees Golf Courses $11.76 Per Acre Per Year Utilities Stormwater Utility Fees Mining $11.76 Per Acre Per Year Utilities Stormwater Utility Fees Schools $25.85 Per Impervious Surface Acre Per Month Utilities Stormwater Utility Fees Single Family Home $6.66 Per Residential Unit Per Month Utilities Stormwater Utility Fees Townhomes $3.22 Per Residential Unit Per Month Utilities Street Light Rates City-Owned, Commercial $6.83 Per Month Per Residential Lot Equivalent (2.5 Lots/Acre for Commercial and Churches; 1.25 Lots/Acre For Schools) Utilities Street Light Rates City-Owned, Residential $6.83 Per Month Per Lot Utilities Street Light Rates Rural $6.72 Per Year Utilities Street Light Rates Xcel Owned $8.22 Per Month Utilities Water Meters 2-Inch Compound Actual Cost Plus Sales Tax Utilities Water Meters 3/4-Inch Model 435 $240.00 Plus Sales Tax Utilities Water Meters 5/8-Inch Model 420 $206.00 Plus Sales Tax Utilities Water Meters Angle Valve - Compression Connection (each)$130.00 Utilities Water Meters Angle Valve - Flare Connection (each)$91.00 Utilities Water Meters Flange Kit (1 1/2 inch)$137.00 Plus Sales Tax Utilities Water Meters Flange Kit (2 Inch)$147.00 Plus Sales Tax Utilities Water Meters Flange Kit (3 inch)$357.00 Plus Sales Tax Utilities Water Meters Flange Kit (4 inch)$620.00 Plus Sales Tax Utilities Water Meters Flange Kit (6 inch)$945.00 Plus Sales Tax Utilities Water Meters Mag Meter 3-Inch Actual Cost Plus Sales Tax Utilities Water Meters Mag Meter 4-Inch Actual Cost Plus Sales Tax Utilities Water Meters Mag Meter 6-Inch Actual Cost Plus Sales Tax Utilities Water Meters Meter Nipple $19.00 Plus Sales Tax Utilities Water Meters Shut-off Valve $119.00 Plus Sales Tax Utilities Water Meters Ultra Sonic 3-Inch Actual Cost Plus Sales Tax Utilities Water Meters Ultra Sonic 4-Inch Actual Cost Plus Sales Tax Utilities Water Meters Ultra Sonic 6-Inch Actual Cost Plus Sales Tax Utilities Water Meters Ultra Sonic Meter 1½-Inch $1090.00 Plus Sales Tax Utilities Water Meters Ultra Sonic Meter 1-Inch $445.00 Plus Sales Tax Utilities Water Meters Ultra Sonic Meter 2-Inch $1,325.00 Plus Sales Tax Utilities Water Meters Water Meter Radio Transmitter $173.00 Plus Sales Tax Utilities Water Miscellaneous Driveway Cover $162.00 Utilities Water Usage Rates Commercial, Base Charge Non-residential (0.5 Inches Meter Size)$3.72 Per Month Utilities Water Usage Rates Commercial, Base Charge Non-residential (0.625 Inches Meter Size)$3.72 Per Month Utilities Water Usage Rates Commercial, Base Charge Non-residential (0.75 Inches Meter Size)$3.72 Per Month Utilities Water Usage Rates Commercial, Base Charge Non-residential (1.0 Inches Meter Size)$14.80 Per Month Utilities Water Usage Rates Commercial, Base Charge Non-residential (1.5 Inches Meter Size)$29.59 Per Month Utilities Water Usage Rates Commercial, Base Charge Non-residential (2.0 Inches Meter Size)$44.45 Per Month Utilities Water Usage Rates Commercial, Base Charge Non-residential (3.0 Inches Meter Size)$51.70 Per Month Utilities Water Usage Rates Commercial, Base Charge Non-residential (4.0 Inches Meter Size)$73.87 Per Month Utilities Water Usage Rates Commercial, Base Charge Non-residential (6.0 Inches Meter Size)$184.69 Per Month Utilities Water Usage Rates Commercial, Usage (Irrigation) <6,000 Gallons per Month $1.95 Per 1,000 Gallons Utilities Water Usage Rates Commercial, Usage (Irrigation) 6,001 to 9,000 Gallons per Month $2.92 Per 1,000 Gallons Utilities Water Usage Rates Commercial, Usage (Irrigation) 9,001 to 12,000 Gallons per Month $4.39 Per 1,000 Gallons Utilities Water Usage Rates Commercial, Usage (Irrigation) >12,000 Gallons per Month $6.56 Per 1,000 Gallons Utilities Water Usage Rates Commercial, Usage (Municipal Customer)6% Over Commercial Rate Utilities Water Usage Rates Residential, Usage (Municipal Customer)6% Over Residential Rate Utilities Water Usage Rates Commercial, Usage (Non-Irrigation) <6,000 Gallons per Month $1.29 Per 1,000 Gallons Utilities Water Usage Rates Commercial, Usage (Non-Irrigation) 6,001 to 9,000 Gallons per Month $1.95 Per 1,000 Gallons Utilities Water Usage Rates Commercial, Usage (Non-Irrigation) 9,001 to 12,000 Gallons per Month $2.90 Per 1,000 Gallons Category Subcategory Item Tier 2026Fees Utilities Water Usage Rates Commercial, Usage (Non-Irrigation) >12,000 Gallons per Month $4.37 Per 1,000 Gallons Utilities Water Usage Rates Residential, Base Charge Single Family $3.72 Per Month Utilities Water Usage Rates Residential, Base Charge Multi-family (per REU)$2.78 Per Month Utilities Water Usage Rates Residential, Usage <6,000 Gallons per Month $1.29 Per 1,000 Gallons Utilities Water Usage Rates Residential, Usage 6,001 to 9,000 Gallons per Month $1.95 Per 1,000 Gallons Utilities Water Usage Rates Residential, Usage 9,001 to 12,000 Gallons per Month $2.90 Per 1,000 Gallons Utilities Water Usage Rates Residential, Usage >12,000 Gallons per Month $4.37 Per 1,000 Gallons Utilities Water Usage Rates Water, Usage 8 Dial Meters Actual Gallons used 1 City Council Action Request 7.E. Meeting Date 2/18/2026 Department Administration Agenda Category Action Item Title Assistant City Engineer Appointment — Alanna Sobottka Staff Recommendation Appoint Alanna Sobottka to the position of Assistant City Engineer, at Grade 22, Step 1 of the 2026 Non-represented Pay Plan, with a start date to be effective as soon as possible. Budget Implication Backfilling a budgeted position. Attachments 1. Memo Asst City Engineer Hiring Memo Background th, staff posted the Assistant City Engineer position with the resignation of Crystal Raleigh. Historically, Engineer positions have been difficult to fill with the competitive nature of the field. Staff went to great lengths to advertise the opening including trade publications, LinkedIn and networking. Staff interviewed qualified candidates shortly after their applications were submitted. Paul Sponholz, Ryan Burfeind and Jaime Mann interviewed Alanna Sobottka on January 23rd. After that interview, Alanna was selected to continue in the hiring process. On February 6th, Alanna met with the entire Engineering staff. Staff were impressed with Alanna’s work experience. Action Requested Memo 1 City Council Action Request 7.F. Meeting Date 2/18/2026 Department Administration Agenda Category Action Item Title Rental License Approvals Staff Recommendation Approve the issuance of rental licenses to the properties listed in the attached table. Budget Implication N/A Attachments 1. Rental License Approvals CC Memo 2. Rental License Approvals Table TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Drewry, Code Enforcement Officer DATE: February 11, 2026 RE: Rental License Approvals Background/Discussion Rental licenses are required for nonowner-occupied residential properties (City Code Title 9-13, Property Maintenance, and Title 9 -14, Rental Licensing) and are issued on a biennial basis. The licensing process includes submittal of the rental license application, payment of the rental license fee, and public criminal history report. Rental inspections are conducted on all rental properties as part of the licensing process. Once all information has been submitted and the inspection satisfactorily completed, the Council must approve the license prior to it being issued. The properties listed in the attached table have completed the licensing process and are ready to have their licenses issued following Council approval. Recommendation Approve the issuance of rental licenses to the properties listed in the attached table. 2026 RENTAL LICENSES CITY COUNCIL APPROVAL - FEBRUARY 18, 2026 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-001903 6102 Idette Avenue South Garcia, David RENT-001910 8520 Isle Avenue South Dennis Kuhlow RENT-001912 6702 Meadow Grass Lane South JCA Metro LLC RENT-001914 6844 Meadow Grass Lane South Sun, Xiaoguang RENT-001921 6776 Meadow Grass Lane South Homes for Now RENT-001951 6784 Meadow Grass Lane South Sun, Xiaoguang RENT-001984 6810 Meadow Grass Lane South Li, Baorong RENT-001994 6444 Inspire Circle South Upward America Southeast Property Owner LP RENT-002019 9501 Islay Avenue South Hunter, James & Teri RENT-002020 7354 Timber Crest Drive South Bakewell, Mary RENT-002021 7350 Timber Crest Drive South Bakewell, Mary RENT-002024 9809 Hamlet Lane South Ryan and Angela Duley RENT-002055 6754 Pine Crest Trail South JCA Metro LLC RENT-002057 8830 92nd Street South JCA 92nd LLC RENT-002058 8908 92nd Street South JCA 92nd LLC RENT-002059 8715 Ivywood Avenue South JCA Homes LLC RENT-002060 7559 Immanuel Avenue South JCA Homes LLC RENT-002061 6792 Pine Crest Trail South Tucasa Colutions LLC, Rigo Aguirre RENT-002062 6862 Meadow Grass Lane South JCA Meadow Grass LLC RENT-002063 6730 Meadow Grass Lane South JCA Homes LLC RENT-002131 7346 Timber Crest Drive South David West RENT-002144 6841 Pine Crest Trail South Homes for Now RENT-002145 6754 Meadow Grass Lane South Homes for Now RENT-002150 7538 Iverson Ave S MJEM, LLC RENT-002173 8351 75th Street South Invitation Homes RENT-002283 8759 Ironwood Avenue South MJEM, LLC RENT-002284 7806 Hadley Avenue South MJEM, LLC RENT-002286 8386 Greenway Avenue South MJEM, LLC RENT-002301 9030 Jeffery Avenue South Louvar, Colin RENT-002322 6804 Pine Crest Trail South Cottage Grove Holding LLC RENT-002381 6807 102nd Street South Bhanu Prakash Cheela RENT-003096 6836 Meadow Grass Lane South Joy-Lee Stowe 1 City Council Action Request 7.G. Meeting Date 2/18/2026 Department Public Safety Agenda Category Action Item Title SAFER Grant Application and Grant Writer Authorization Staff Recommendation 1) Authorize the fire department to apply for a FY26 AFG SAFER Grant to support the hiring of 8 full-time firefighters. 2) Authorize the fire department to retain Firehouse Grants to write a FY26 SAFER grant. Budget Implication To be discussed during the budget process. Grant writer services are $18,000.00. Attachments 1. SAFER Grant Application and Grant Writer 02102026 2. Agreement_FirehouseGrants_2026SAFER_COTTAGE GROVE FIRE DEPARTMENT_02.18.2026 F To: Honorable Mayor and City Council From: Peter J Koerner, Director of Public Safety Jon Pritchard, Deputy Director of Public Safety – Fire Chief Date: February 10, 2026 Subject: SAFER GRANT APPLICATION AND GRANT WRITER AUTHORIZATION Introduction and Background utilize metrics and quality data to determine future resource demands for staffing, equipment and facilities.” The key outcome for this strategic objective was to complete a Standards of Cover/Community Risk Assessment (SOC). The SOC was completed in December 2025 and presented to the City Council in January 2026 during its Strategic Planning session. percent for the third year of the grant. The total cost share restricts per firefighter costs to what a “first year firefighter” wages and benefits. The SAFER grant would provide $2,298,715 in financial support over the three-year grant cycle (based on 2026 wages and benefits.) The estimated City cost share over three years would be approximately $2,451,728. The current three-year plan to add firefighters without a SAFER grant provides adequate local cost share planning for a SAFER grant. Grant Writer The city attorney has reviewed the agreement and made changes that were approved. The grant writer will require a signed agreement. Recommendation 1 FIREHOUSE GRANTS, LLC – GRANT CONSULTING AGREEMENT THIS AGREEMENT (“Agreement”) is made and entered into as of February 18, 2026, by and between FIREHOUSE GRANTS LLC, a Pennsylvania limited liability company with the address of 1406 Scrope Road, Jenkintown, Pennsylvania 19046 (the “Company”); and COTTAGE GROVE FIRE DEPARTMENT with an address of 8641 80th Street South, Cottage Grove, Minnesota 55016 (the “Department”). W I T N E S S E T H: WHEREAS, the Company is in the business of assisting fire departments in identifying appropriate grant funding sources and drafting, submitting, and processing grant applications; and WHEREAS, the Department is a fire department or public safety agency seeking grant funds to finance the operations of the Department; and WHEREAS, the Department wishes to engage the Company and the Company wishes to be engaged by the Department to provide certain professional services, as defined herein. NOW, THEREFORE, for and in consideration of the mutual promises and covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties, intending to be legally bound, hereby agree as follows: 1)Engagement of Contractor. Upon the terms and subject to the conditions as hereinafter set forth, the Department hereby engages the Company, and Company hereby agrees to be engaged by the Department to perform certain professional services, as defined herein. 2)The Company’s Services. The Company agrees to provide the following services (the “Services”): (a) As appropriate during the course of providing the Services, the Company shall provide guidance to the Department relating to any specific items requested or required in connection with the Application, as defined herein. (b) Subject to the Department’s cooperation, the Company shall prepare for the Department the FY 2026 Staffing for Adequate Fire and Emergency Response (“SAFER”) Application administered by the Grant Programs Directorate of the Federal Emergency Management Agency (the “Application”). The Services will include completing the technical and narrative sections of the Application for the Department. (c) The Department understands and agrees that the Services do not include any support or efforts of the Company in connection with obtaining letters of support, preparation of financial or other required documentation or registrations (including but not limited to 1199a, SAM registration, EHP), or implementation of projects. To the extent that the 2 Department wishes to engage the Company to assist in such additional services, the Department and the Company shall execute an addendum to this Agreement relating thereto. (d)The Department acknowledges that the grant process is competitive and that the Company cannot control the ultimate outcome of the Application. Accordingly, the Company does not guarantee that any grant will be awarded to the Department as part of performing the Services under this Agreement. Except for a substantial failure by the Company to perform in accordance with the terms and conditions of this Agreement, the Company shall not be liable in any way to the Department for the ultimate success or failure of the Application. (e)It is hereby understood and agreed that the Company, in performing under this Agreement, is acting in the capacity of an independent contractor of the Department, and that the Company is not an agent, servant, partner, joint venturer, shareholder or employee of the Department for any purpose. In consultation with the Department, the Company shall be free to exercise the Company’s discretion and judgment as to the manner in which the Company performs the duties and responsibilities to be performed by the Company hereunder. The Company hereby acknowledges that Company has been advised by Department that, as an independent contractor of Department under this Agreement, the Company is responsible for the payment of all of the Company’s own taxes (federal, state or otherwise), including, but not limited to, income and self-employment taxes (“FICA”), and any and all corresponding state, county and local taxes, if any. (f)Neither the Company nor the Department can modify the scope or extent of the Services provided herein, except by prior written agreement signed by both parties. 3)Cooperation by the Department. (a)As may be reasonably requested by the Company to the extent required to appropriately draft the Application, the Department and its personnel shall cooperate with and assist the Company in drafting the Department’s Application. (b)On a timely basis the production of which shall not be reasonably withheld, the Department shall provide the Company with all materials, documents and data, including, but not limited to, operating budgets, call volume, call type, membership, staffing, apparatus and equipment, which are necessary, as determined by the Company in consultation with the Department, for the Company to complete the Application. (c)All final decisions relating to substance of the Application shall be in the sole and exclusive control of the Department. The Department, knowing that the Company will rely hereon, warrants and represents to the Company that all information provided to the Company by the Department and its personnel and/or contained in the Application shall be true and correct. (d)The Department understands that the Application must contain true and accurate data, and that applications containing misrepresentations or inaccuracies may be deemed ineligible by the Grant Programs Directorate of the Federal Emergency Management Agency. Prior to submission of the final Application, an authorized representative of the 3 Department shall review and approve the Application to ensure the accuracy of all information contained therein. The Department assumes full responsibility for any inaccuracies contained in the Application. Prior to submission of the Application, the Department shall execute a “Submission Authorization Form” attached hereto as Exhibit A. 4)The Company’s Fees. (a)Single Department Application: As consideration for the performance by the Company of the Services described herein, the Department shall pay the Company a fee (the “Fee”) payable as follows: i.Deposit: $1,000.00 payable upon execution of this Agreement (the “Deposit”); and ii.Completed Application Fee: $17,000.00 payable upon submission of the completed Application. Any changes in the scope of the work of the Services that may result in an increase to the compensation due the Company shall require prior written approval by the authorized representative of the Department or the City of Cottage Grove City Council. The Department will not pay additional compensation for Services that do not have prior written authorization. (b)Fees for Modified Applications. i.For either Single Department Applications or Regional Applications, if the Application is not awarded from the 2026 SAFER program, and if the Department desires to have the Company assist with resubmitting an application for the next available round, Company shall modify the Application as necessary and resubmit such Application for a contingent fee of $1,000.00 that will be payable by the Department only if the Application is successfully awarded to the Department. ii. If the Application is not awarded from the previous SAFER program and the Department desires to have the Company assist with submitting an application for a different project for the next available round, Company shall modify the Application as necessary and submit such application for a fee of $9,000.00 that will be payable by the Department upon submission of the Application. iii. The services provided by Company in conjunction with a modified application outlined under this Section 4(b) shall exclude any support or efforts of the Company in connection with obtaining letters of support, preparation of financial or other required documentation or registrations (including, but not limited to, 1199a or SAM registration), or implementation of projects. To the extent that the Department wishes to engage the Company to assist in such additional services, the Department and the Company shall execute an addendum to this Agreement relating thereto. 5) Expenses. The Company shall be entitled to reimbursement for any expenses ’s duties and responsibilities hereunder, 4 including, without limitation, travel, mileage, gasoline and the like, unless otherwise agreed to in writing by Company. Notwithstanding the above, in the event that the Company incurs any single expense in excess of $500.00, the Company shall obtain the Department’s prior written approval (a confirming e-mail from Department personnel shall qualify as prior written authorization under this Section 5). 6)Term and Termination. (a)The term (“Term”) of this Agreement shall commence upon the date listed in the initial paragraph of this Agreement and shall continue until submission of the Final Application. For purposes of this Agreement, the “Final Application” means the submission of the Single Department Application identified under Section 4(a) herein. This Agreement may be extended upon the written mutual consent of the parties for such additional periods as they deem appropriate and upon the same terms and conditions as stated herein for the completion of any Modified Application identified under Section 4(b) herein. (b)Subject to the Department’s approval of the Final Application, its obligation to cooperate with the creation of the Application, and to provide materials to the Company, the Application shall be submitted via the automated grant application system (“FEMA GO”) by the final submission date specified by the Grant Programs Directorate of the Federal Emergency Management Agency as stated on the official AFG/SAFER website (https://www.fema.gov/grants/preparedness/firefighters). The Company shall not be responsible for any delay or failure to meet any deadlines caused, in whole or in part, by the Department’s failure to cooperate with the Company’s creation of the Application as stated in Section 3 above. (c)Either party may terminate this Agreement with ten (10) days written notice to the other party. Upon any such termination by the Department and absent a breach of this Agreement by the Company, the deposit identified under Section 4(a)(i) shall be non- refundable. In the event that the Department terminates this Agreement under this Section 6(c) and absent a breach of this Agreement by the Company, the Department shall pay the Company a termination fee in addition to the deposit identified herein, equal to the percent of the Services completed as of the date of termination, as reasonably calculated by the Company (the “Termination Fee”). 7)Confidential Information. The Company and the Department, acknowledge and agree that either party (each a “Recipient”), may, in the course of performing their obligations under this Agreement, may obtain confidential or proprietary information of the other (each a “Discloser). “Confidential Information” shall mean all lists, books, records, agreements, business or operating plans or procedures, policy manuals, and any other confidential or proprietary materials or data of any kind furnished to the Recipient by the Discloser in connection with the Services. Except in the course of the Services, neither party shall use or disclose to any third party any Confidential Information of the other. However, all data collected by the Department pursuant to this Agreement shall be subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, and any other application federal, state, or local law related to data privacy. 8) Copyright Interests. 5 (a)The Department acknowledges and agrees that in the course of providing the Services, the Company may create certain copyrightable materials and/or work, including without limitation, the narratives required in connection with the Application (the “Work”). The Department acknowledges and agrees, except with regard to any Confidential Information the Department determines is contained in the Work, all such Work shall remain the property of the Company and shall NOT be deemed “works made for hire” under U.S. copyright laws. To the extent that such inventions are deemed “works made for hire,” the Department hereby assigns to the Company all copyright interests in the Work and agrees, upon request of the Company, to assign any such rights, title, or interest in or to the Work to the Company. (b)Subject to and conditioned upon the Department’s payment of all amounts due under this Agreement and performance of all of Department’s other obligations, the Company hereby grants to the Department, a limited, personal, non-transferrable, irrevocable, and perpetual license to use the Work, solely for the purpose of preparing additional grant applications and for its own benefit and not for the benefit of any other person, fire department, or entity (the “License”) . Except for its own use consistent with the License, the Department shall not distribute or reproduce the Work and shall not otherwise make the Work available to any third party without the express written approval of the Company. 9)Authority. The Company shall not have any authority to bind Department, unless specifically authorized in writing by Department, and shall not represent or indicate to any third parties that the Company has such authority. 10)Indemnification and Limitation of Liability. (a)The Department and Company agree to defend, indemnify, protect and hold harmless each other, its respective members, officers, directors, agents, employees, successors and assigns from and against all reasonable damages, losses, fines, penalties, obligations, liabilities, dues, fees, impositions, costs and expenses (including, without limitation, reasonable attorneys’ fees, other costs and expenses incident to any suit, action, investigation, claim or proceeding) to the extent such claims, losses, damages or expenses are suffered, sustained, incurred or required to be paid thereby due to its negligent acts, errors, or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Department and Company, they shall be borne by each party in proportion to its own negligence. (b)Notwithstanding anything else in this agreement, the liability of the company in connection with the application, with the performance of the services, and/or any breach of this agreement or any amendment shall not exceed the amount of the fee actually paid to the company under this agreement. Company shall indemnify the Department against legal liability for damages arising out of claims by Company’s employees. Department shall indemnify the Company against legal liability for damages arising out of claims by Department’s employees. 6 11)Notices. Any notices or other communications required or permitted to be given or delivered under this Agreement shall be in writing, and shall be sufficiently given if delivered personally or mailed by first class mail, postage prepaid, to the current business address of the parties as stated in the introductory paragraph of this Agreement, or such other address as may be designated by either party by written notice to the other party. Any such notice or other communication shall be deemed to be given as of the date it is personally delivered or two (2) days following the date it is placed into the mail in the manner specified. 12)Miscellaneous. (a)Use of Department Name. The Department hereby authorizes the Company to identify the Department as a client of the Company and to use the name of the Department , a description of the award, including the amount, in the Company’s promotional materials. (b)Waiver. Neither the failure or any delay on the part of any party to exercise any right, remedy, power or privilege under this Agreement shall operate as a waiver thereof, nor shall any single or partial exercise of any right, remedy, power or privilege preclude any other or further exercise of the same or of any other right, remedy, power or privilege, nor shall any waiver of any right, remedy, power or privilege with respect to any occurrence be construed as a waiver of such right, remedy, power or privilege with respect to any other occurrence. (c)Controlling Law. This Agreement and all questions relating to its validity, interpretation, performance and enforcement shall be governed by and construed in accordance with the laws of the State of Minnesota notwithstanding any conflict of law doctrine to the contrary. Any action which in any way involves the rights, duties and/or obligations of the parties hereto shall be brought in the state or federal courts within the State of Minnesota and the parties hereby irrevocably consent to the jurisdiction of such courts. (d)Execution and Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original and all of which together shall constitute one and the same instrument. (e)Entire Agreement. This Agreement contains the entire understanding between the parties hereto with respect to the subject matter hereof and supersedes all prior and contemporaneous agreements and understandings (including any correspondence prior to the date of this Agreement), expressed or implied, oral or written. This Agreement may not be modified or amended other than by an agreement in writing signed by Department and the Company. (f)Section Headings. The Section headings in this Agreement are for convenience of reference only and shall not affect its interpretation. (g)Severability. If any term, provision or section of this Agreement shall be determined by a court of competent jurisdiction to be invalid or unenforceable for any 7 reason, such determination shall not affect the remaining terms, provisions or sections of this Agreement, which shall continue to be given full force and effect. (h)Assignment. This Agreement is not assignable without the mutual written agreement of the parties. (i)Subcontract. Company shall not enter into subcontracts for any of the Services provided for in this Agreement without the express written consent of the Department. Company shall pay any subcontractor involved in the performance of this Agreement within ten (10) days of the Company’s receipt of payment by the City for undisputed services provided by the subcontractor. [The remainder of this page is intentionally left blank] 8 IN WITNESS WHEREOF, the parties have executed and delivered this Agreement as of the date first above written, intending to be legally bound. The Company: FIREHOUSE GRANTS LLC By: David Schwartz, Managing Member Date: February 10, 2026 The Department: COTTAGE GROVE FIRE DEPARTMENT By: __________________________________ Myron Bailey Mayor of Cottage Grove By: __________________________________ Tamara Anderson City Clerk of Cottage Grove Date: _________________________________ 9 Exhibit A Firehouse Grants LLC 2026 AFG Application Review Sign-off & Submission Authorization I hereby warrant that Cottage Grove Fire Department has reviewed the 2026 AFG Application prepared on its behalf by Firehouse Grants LLC prior to submission. Per the 2026 AFG Guidance, Cottage Grove Fire Department assumes full responsibility for the information provided in this application and to the best of my knowledge, the information provided therein is true and correct. Cottage Grove Fire Department agrees to hold Firehouse Grants LLC harmless from any actions arising from false or inaccurate data in this application. I authorize Firehouse Grants LLC to submit this 2026 AFG Application. 1 City Council Action Request 7.H. Meeting Date 2/18/2026 Department Public Works Agenda Category Action Item Title 2026 Federal Lobbying Services Agreement Staff Recommendation Authorize entering into an agreement with Aurora Strategic Advisors for federal lobbying services in 2026. Budget Implication $40,000 for 2026 - EDA Attachments 1. 2026 Federal Lobbyist Agreement Memo_2026-2-10 2. Agreement for Professional Services_2026 Lobbying Services_signed To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Ryan Burfeind, PE, Public Works Director Date: February 10, 2026 Re: 2026 Federal Lobbying Services Agreement Background In 2022, the City of Cottage Grove solicited proposals for federal lobbying services, to assist in obtaining federal transportation funding through earmarks and the $1.1 trillion infrastructure bill. Two proposals were obtained from Aurora Strategic Advisors (ASA) and Primacy Strategy Group. As a primary focus for these services is obtaining funding for the County 19A & 100th Street Realignment Project (100th Street Project), and ASA’s work with Washington County, there was a good opportunity for synergy in hiring them. Cottage Grove has continued to work with ASA, and since that time the City has received Congressionally Directed Spending in the amounts of $3 million for Shoppes at Cottage Grove and $5 million for the 80th Street Rehabilitation. An additional $1.667 million has been received for the 100th Street Project. Discussion The city will continue to work ASA on federal lobbying in 2026. The City Attorney has drafted a professional services agreement to cover the scope of work for the 2026 federal legislative session. City staff have had additional discussions on the scope and cost of our federal lobbying needs, and the proposed 2026 cost is $40,000, down from $47,200 in 2025. Recommendation It is recommended the City Council authorize entering into an agreement with Aurora Strategic Advisors for federal lobbying services in 2026. 1 AGREEMENT FOR PROFESSIONAL SERVICES THIS AGREEMENT (“Agreement”) is made and executed this ___ day of _____________, 2026, by and between the City of Cottage Grove, 12800 Ravine Parkway, Cottage Grove, Minnesota 55016, (“City”) and Aurora Strategic Advisors, Inc., 2809 East Lake of the Isles Parkway, Minneapolis, Minnesota, 55408 (“Consultant”). WHEREAS, the City has accepted the proposal of the Consultant for certain professional services; and WHEREAS, Consultant desires to perform the services for the City under the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the mutual consideration contained herein, it is hereby agreed as follows: 1. SERVICES. a. City agrees to engage Consultant as an independent contractor for the purpose of providing government relations, strategic counsel, and lobbying services at the United States federal government level (“Services”). i. To advance federal opportunities for the City during the United States Federal Government’s 2026 legislative session, Consultant shall perform the Services, which shall include, but are not limited to, the following: 1. Help review/identify projects as congressional “community projects.” 2. Support City efforts to secure federal grant funding via Congressional support. 3. Advise on effective messaging to support federal requests. 4. Review materials for submission to ensure they conform and are compelling. 5. Engage with federal officials to support priorities. 6. Advise the City on stakeholder engagement to support priorities. 7. Support meetings with key external stakeholders, if necessary. b. Consultant covenants and agrees to provide Services to the satisfaction of the City in a timely fashion, subject to Section 7 of this Agreement. 2. PAYMENT. a. City agrees to pay $40,000.00 to Consultant for the Services as set forth in this Agreement. 2 b. Any changes in the scope of the work of the Services that may result in an increase to the compensation due the Consultant shall require prior written approval by the authorized representative of the City or by the City Council. The City will not pay additional compensation for Services that do not have prior written authorization. c. Consultant shall submit itemized bills for Services provided to City on a monthly basis. Bills submitted shall be paid in the same manner as other claims made to City. 3. TERM. The term of this Agreement shall commence on the date listed in the initial paragraph of this Agreement and terminate on December 31, 2026, unless terminated prior to that date pursuant to Section 4 herein. This Agreement may be extended upon the written mutual consent of the parties for such additional periods as they deem appropriate and upon the same terms and conditions as stated herein. 4. TERMINATION. a. Termination by Either Party. This Agreement may be terminated by either party upon thirty (30) days’ written notice delivered to the other party to the addresses listed in Section 12 of this Agreement. Upon termination under this provision, if there is no default by the Consultant, Consultant shall be paid for Services rendered and reimbursable expenses incurred until the effective date of termination. b. Termination Due to Default. This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. 5. SUBCONTRACTORS. Consultant shall not enter into subcontracts for any of the Services provided for in this Agreement without the express written consent of the City. The Consultant shall pay any subcontractor involved in the performance of this Agreement within ten (10) days of the Consultant’s receipt of payment by the City for undisputed services provided by the subcontractor. 6. STANDARD OF CARE. In performing its Services, Consultant will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession in the same locality at the time the Services are provided. No warranty, express or implied, is made or intended by Consultant’s undertaking herein or its performance of Services. 7. DELAY IN PERFORMANCE. Neither City nor Consultant shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and 3 other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or Consultant under this Agreement. If such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. Consultant will be entitled to payment for its reasonable additional charges, if any, due to the delay. 8. CITY’S REPRESENTATIVE. The City has designated Jennifer Levitt to act as the City’s representative with respect to the Services to be performed under this Agreement. She shall have complete authority to transmit instructions, receive information, interpret, and define the City’s policy and decisions with respect to the Services covered by this Agreement. 9. PROJECT MANAGER AND STAFFING. The Consultant has designated Mike Erlandson to be the primary contact for the City in the performance of the Services. He shall be assisted by other staff members as necessary to facilitate the completion of the Services in accordance with the terms established herein. Consultant may not remove or replace the designated staff without the approval of the City. 10. INDEMNIFICATION. a. Consultant and City each agree to indemnify, and hold harmless each other, its agents and employees, from and against legal liability for all claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are caused by its negligent acts, errors, or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Consultant and City, they shall be borne by each party in proportion to its own negligence. b. Consultant shall indemnify City against legal liability for damages arising out of claims by Consultant’s employees. City shall indemnify Consultant against legal liability for damages arising out of claims by City’s employees. 11. OWNERSHIP OF DOCUMENTS. Professional documents, drawings, and specifications prepared by the Consultant as part of the Services shall become the property of the City when Consultant has been compensated for all Services rendered, provided, however, that Consultant shall have the unrestricted right to their use. Consultant shall retain its rights in its standard drawing details, specifications, databases, computer software, and other proprietary property. Rights to proprietary intellectual property developed, utilized, or modified in the performance of the Services shall remain the property of the Consultant. Consultant retains the right to use the work performed on behalf of the City for promotional purposes and to list City as a client of Consultant. 12. NOTICES. Notices shall be communicated to the following addresses: If to City: City of Cottage Grove 4 12800 Ravine Parkway Cottage Grove, MN 55016 Attention: City Administrator Or emailed: jlevitt@cottagegrovemn.gov If to Consultant: Aurora Strategic Advisors, Inc. 2809 East Lake of the Isles Parkway Minneapolis, Minnesota, 55408 Attention: Mike Erlandson Or emailed: mikeerlandson@gmail.com 13. INSURANCE. During the performance of the Services under this Agreement, Consultant shall maintain the following insurance: a. General Liability Insurance, with a limit of $2,000,000 for any number of claims arising out of a single occurrence. b. Professional Liability Insurance, with a limit of $1,000,000 for any number of claims arising out of a single occurrence. c. Automobile Liability Insurance, with a combined single limit of $1,000,000 for each person and $1,000,000 for each accident. 14. INDEPENDENT CONTRACTOR STATUS. All services provided by Consultant, its officers, agents and employees pursuant to this Agreement shall be provided as employees of Consultant or as independent contractors of Consultant and not as employees of the City for any purpose. 15. CONFIDENTIALITY. In order to perform the Services of this Agreement, City may disclose, and Consultant may be in possession of, certain information or data that is confidential. Confidential information means any data or information that is designated as not public by Minnesota statute or federal law applicable to the data. Consultant agrees to use any confidential information it receives solely in connection with the Services provided in this Agreement and not for any purpose other than as authorized by this Agreement or without prior written consent of the authorized representative of the City or City Council. All use of confidential information by the Consultant shall be for the benefit of the City and any modifications and improvements thereof by the Consultant shall be the sole property of the City. No other right or license, whether express or implied, in any confidential information is granted to the Consultant by the City under this Agreement. 16. GENERAL PROVISIONS. a. Assignment. This Agreement is not assignable without the mutual written agreement of the parties. 5 b. Waiver. A waiver by either City or Consultant of any breach of this Agreement shall be in writing. Such a waiver shall not affect the waiving party’s rights with respect to any other or further breach. c. Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. d. Severability. If any term of this Agreement is found be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. e. Data Practices Compliance. All data collected by the City pursuant to this Agreement shall be subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. f. Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK 6 CITY OF COTTAGE GROVE By: Myron Bailey, Mayor By: Tamara Anderson, City Clerk Date: 7 AURORA STRATEGIC ADVISORS, INC. (“CONSULTANT”) By: Mike Erlandson, Owner Date: 1 City Council Action Request 7.I. Meeting Date 2/18/2026 Department Parks and Recreation Agenda Category Action Item Title Recreation Facility Use Policy Amendment Staff Recommendation Amend the Recreation Facility Use Policy to recognize Blazing Stars Special Olympics as a Priority 3 athletic association. Budget Implication N/A Attachments 1. Memo - Blazing Stars 2. Facility Use Policy-2026 (Markup) 3. Facility Use Policy-2026 (Clean) To: From: CC: Date: Subject: Introduction Background Staff Recommendation City Council Approved Policy 2-17-21 1 City of Cottage Grove Recreational Facility Use Policy The purpose of the policy is to establish guidelines for priority use of outdoor athletic facilities in the City of Cottage Grove. The priority system is a listing from highest to lowest in terms of reserving specific times and facilities by organizations or groups. Each priority details the following: • Requirements of the organization/group • Fees The City of Cottage Grove reserves the right to determine if an outdoor athletic facility shall be considered “a scheduled facility” or not. It may be in the public’s best interest to periodically not schedule specific outdoor athletic fields. Examples for needing to rest a field might include unsafe conditions, maintenance activity or to make a field available for non-scheduled public general use. None of the policies herewith in apply to the Ice Arena or River Oaks Golf Course. Activities directly organized as part of the City of Cottage Grove or directly sponsored by the City as a cooperative program. Use - Use will be based on the needs of the program. Needs will be established annually and typically communicated prior to the Annual Field Scheduling Meeting. Fees – Class 1 (see reservation forms for detailed fees) Schools must be located within Cottage Grove and there must be an agreement in place that provides the City with reciprocal use of the school's outdoor athletic facilities. If no agreement is in place, priority for that school shall be placed in Priority III. Use - Use will be limited to weekday activities and concluding prior to or at 3:30 p.m. The types of uses allowed will be for organized school programs and physical education classes, provided there is no disruption to the City's normal maintenance of the facilities. Permits after 3:30pm Monday – Friday or on weekends will be considered Priority III use. Fees – Class 2 or 3 based on event type (see reservation forms for detailed fees). City Council Approved Policy 2-17-21 2 Priority III: Recognized Community Youth (18 and younger) Recreational and Traveling Programs The twothree currently recognized Priority III organizations in Cottage Grove are the Cottage Grove Athletic Association (CGAA), and East Ridge Athletic Association (ERAA) and Special Olympics Blazing Stars. Priority III recognized association requirements are detailed in Exhibit A of this policy for CGAA and ERAA. Because of the Special Olympics Blazing Stars regional draw and specialized programming need for the community, bullet points 1 and 2 in Exhibit A do not apply to this organization. Recreational programs: Defined as those programs consisting of youth where travel outside of home facilities and versus teams outside of the recreational league is less than 20%. Competitive/Traveling programs: Defined as those programs consisting of youth where travel outside of home facilities and versus teams outside of the recreational league is more than 20%. Priority III status applies to in-season sports to assure efficient utilization of athletic fields and further assure that in-season sports are given priority access to facilities over off-season sports. Off-season permits will be Priority IV or V. Seasons are defined as: Spring/Summer Season (April – July) 1. Baseball 2. Softball 3. Soccer 4. Lacrosse Fall (August – October) 1. Football 2. Fall Soccer (with all local association players and volunteer coaches) 3. Fall Softball (with all local association players and volunteer coaches) 4. Fall Baseball (with all local association players and volunteer coaches) *Spring/Summer schedules are to be submitted prior to March 1 and Fall schedules prior to July 1. After that deadline, the City will open facilities for rent to Priority IV and V groups. Use – Fields will be allocated based upon the number of Cottage Grove residents in each sport requesting outdoor athletic facilities and shall not interfere with Priority I and II use. An Annual Field Scheduling Meeting will be held to allocate fields for Priority III programs. If there are unresolved scheduling conflicts, facilities will be allocated based upon the percentage of Cottage Grove residents within a sport. For example, if ERAA Baseball has 15% of the combined CGAA/ERAA Cottage Grove residents rostered within the sport, it would have Priority III access to 15% of total baseball fields in Cottage Grove. Where splitting of facilities between CGAA and ERAA occurs, the goal should be to prioritize servicing those teams that have the most Cottage Grove residents. City Council Approved Policy 2-17-21 3 For example, if an ERAA U10 Baseball team has the largest percentage of Cottage Grove residents in its baseball program, that team should receive a higher priority for utilizing Cottage Grove fields as opposed to a team with very few or no Cottage Grove residents. Fees – Class 2, 3, or 4 based on event type (see reservation forms for detailed fees). NOTE: Class 2 fees only apply to games that involve one or more CGAA/ERAA team. If a team permits for multiple games where two non-CGAA or non-ERAA teams are playing one another (typically as a result of double-header league scheduling systems), Class 3 hourly field rental fees will be charged for those specific games assuming CGAA or ERAA is providing complete oversight of the entire days use. Priority IV: Cottage Grove Resident Groups Cottage Grove based organizations, businesses, teams, residents not meeting requirements of Priority III. Use - Use shall be limited to availability of athletic facilities and shall not interfere with Priorities I-III and will be processed after Priority I-III permits are in place. Fees – Class 4 (see reservation forms for detailed fees). Priority V: Non-Resident Groups Organizations, businesses, teams, and individuals not residing in Cottage Grove Use - Use shall be limited to availability of athletic facilities and shall not interfere with Priorities I-IV and will be processed after Priority I-IV permits are in place. Fees – Class 5 (see reservation forms for detailed fees). City Council Approved Policy 2-17-21 4 GENERAL OPERATING PROCEDURES: • The Parks and Recreation Department determines priority and class fee levels based on criteria. • Reservations and changes throughout the season will be made with one field coordinator per sport. • Any organization which fails to follow the guidelines or provides false information is subject to revocation of its priority status at the discretion of the Parks and Recreation Department. • No organization or group will be allowed to sublease athletic facilities to any other users other than teams that are considered a part of their organization and are fully governed by that organization’s bylaws and covered by the same insurance policy. • Field maintenance: o Monday through Friday, fields are prepped each day between 7am and 3pm. The City does not guarantee the general public will not use the facilities between the time of maintenance and scheduled events. o Saturday through Sunday, fields will be prepped on Friday. If users want to assure fields are prepared prior to their game, they will have to request and pay for the two-hour maintenance fee detailed in the reservation form. WEATHER PROCEDURES: • Thunderstorms (thunder, lightning and/or hail) • Heavy rainstorms and/or saturated ground* • Heavy frost or snow cover • Extreme Temperatures • Any weather condition that may be dangerous to participants or may damage facilities *Saturated ground refers to standing water on a field or conditions when the ground is so wet that use of the field will damage the turf. City Council Approved Policy 2-17-21 5 EXHIBIT A City Council Approved Policy 2-17-21 6 Priority III status of organizations shall be considered static unless written evidence is brought before the Parks, Recreation and Natural Resources Commission which warrants a review of priority designations. The Commission shall provide a detailed review of all applicants and submit a recommendation to the City Council for final approval of priority status. 1 City of Cottage Grove Recreational Facility Use Policy The purpose of the policy is to establish guidelines for priority use of outdoor athletic facilities in the City of Cottage Grove. The priority system is a listing from highest to lowest in terms of reserving specific times and facilities by organizations or groups. Each priority details the following: • Requirements of the organization/group • Fees The City of Cottage Grove reserves the right to determine if an outdoor athletic facility shall be considered “a scheduled facility” or not. It may be in the public’s best interest to periodically not schedule specific outdoor athletic fields. Examples for needing to rest a field might include unsafe conditions, maintenance activity or to make a field available for non-scheduled public general use. None of the policies herewith in apply to the Ice Arena or River Oaks Golf Course. Activities directly organized as part of the City of Cottage Grove or directly sponsored by the City as a cooperative program. Use - Use will be based on the needs of the program. Needs will be established annually and typically communicated prior to the Annual Field Scheduling Meeting. Fees – Class 1 (see reservation forms for detailed fees) Schools must be located within Cottage Grove and there must be an agreement in place that provides the City with reciprocal use of the school's outdoor athletic facilities. If no agreement is in place, priority for that school shall be placed in Priority III. Use - Use will be limited to weekday activities and concluding prior to or at 3:30 p.m. The types of uses allowed will be for organized school programs and physical education classes, provided there is no disruption to the City's normal maintenance of the facilities. Permits after 3:30pm Monday – Friday or on weekends will be considered Priority III use. Fees – Class 2 or 3 based on event type (see reservation forms for detailed fees). 2 Priority III: Recognized Community Youth (18 and younger) Recreational and Traveling Programs The three currently recognized Priority III organizations in Cottage Grove are the Cottage Grove Athletic Association (CGAA),East Ridge Athletic Association (ERAA) and Special Olympics Blazing Stars. Priority III recognized association requirements are detailed in Exhibit A of this policy for CGAA and ERAA. Because of the Special Olympics Blazing Stars regional draw and specialized programming need for the community, bullet points 1 and 2 in Exhibit A do not apply to this organization. Recreational programs: Defined as those programs consisting of youth where travel outside of home facilities and versus teams outside of the recreational league is less than 20%. Competitive/Traveling programs: Defined as those programs consisting of youth where travel outside of home facilities and versus teams outside of the recreational league is more than 20%. Priority III status applies to in-season sports to assure efficient utilization of athletic fields and further assure that in-season sports are given priority access to facilities over off-season sports. Off-season permits will be Priority IV or V. Seasons are defined as: Spring/Summer Season (April – July) 1. Baseball 2. Softball 3. Soccer 4. Lacrosse Fall (August – October) 1. Football 2. Fall Soccer (with all local association players and volunteer coaches) 3. Fall Softball (with all local association players and volunteer coaches) 4. Fall Baseball (with all local association players and volunteer coaches) *Spring/Summer schedules are to be submitted prior to March 1 and Fall schedules prior to July 1. After that deadline, the City will open facilities for rent to Priority IV and V groups. Use – Fields will be allocated based upon the number of Cottage Grove residents in each sport requesting outdoor athletic facilities and shall not interfere with Priority I and II use. An Annual Field Scheduling Meeting will be held to allocate fields for Priority III programs. If there are unresolved scheduling conflicts, facilities will be allocated based upon the percentage of Cottage Grove residents within a sport. For example, if ERAA Baseball has 15% of the combined CGAA/ERAA Cottage Grove residents rostered within the sport, it would have Priority III access to 15% of total baseball fields in Cottage Grove. Where splitting of facilities between CGAA and ERAA occurs, the goal should be to prioritize servicing those teams that have the most Cottage Grove residents. 3 For example, if an ERAA U10 Baseball team has the largest percentage of Cottage Grove residents in its baseball program, that team should receive a higher priority for utilizing Cottage Grove fields as opposed to a team with very few or no Cottage Grove residents. Fees – Class 2, 3, or 4 based on event type (see reservation forms for detailed fees). NOTE: Class 2 fees only apply to games that involve one or more CGAA/ERAA team. If a team permits for multiple games where two non-CGAA or non-ERAA teams are playing one another (typically as a result of double-header league scheduling systems), Class 3 hourly field rental fees will be charged for those specific games assuming CGAA or ERAA is providing complete oversight of the entire days use. Priority IV: Cottage Grove Resident Groups Cottage Grove based organizations, businesses, teams, residents not meeting requirements of Priority III. Use - Use shall be limited to availability of athletic facilities and shall not interfere with Priorities I-III and will be processed after Priority I-III permits are in place. Fees – Class 4 (see reservation forms for detailed fees). Priority V: Non-Resident Groups Organizations, businesses, teams, and individuals not residing in Cottage Grove Use - Use shall be limited to availability of athletic facilities and shall not interfere with Priorities I-IV and will be processed after Priority I-IV permits are in place. Fees – Class 5 (see reservation forms for detailed fees). 4 GENERAL OPERATING PROCEDURES: • The Parks and Recreation Department determines priority and class fee levels based on criteria. • Reservations and changes throughout the season will be made with one field coordinator per sport. • Any organization which fails to follow the guidelines or provides false information is subject to revocation of its priority status at the discretion of the Parks and Recreation Department. • No organization or group will be allowed to sublease athletic facilities to any other users other than teams that are considered a part of their organization and are fully governed by that organization’s bylaws and covered by the same insurance policy. • Field maintenance: o Monday through Friday, fields are prepped each day between 7am and 3pm. The City does not guarantee the general public will not use the facilities between the time of maintenance and scheduled events. o Saturday through Sunday, fields will be prepped on Friday. If users want to assure fields are prepared prior to their game, they will have to request and pay for the two-hour maintenance fee detailed in the reservation form. WEATHER PROCEDURES: • Thunderstorms (thunder, lightning and/or hail) • Heavy rainstorms and/or saturated ground* • Heavy frost or snow cover • Extreme Temperatures • Any weather condition that may be dangerous to participants or may damage facilities *Saturated ground refers to standing water on a field or conditions when the ground is so wet that use of the field will damage the turf. 5 EXHIBIT A 6 Priority III status of organizations shall be considered static unless written evidence is brought before the Parks, Recreation and Natural Resources Commission which warrants a review of priority designations. The Commission shall provide a detailed review of all applicants and submit a recommendation to the City Council for final approval of priority status. 1 City Council Action Request 7.J. Meeting Date 2/18/2026 Department Engineering Agenda Category Action Item Title Construction Cost Share and Maintenance Agreements with Washington County for CR 74 Improvements Staff Recommendation 1) Approve the Cooperative Agreement between Washington County and the City of Cottage Grove for the Construction Costs of County Road (CR) 74 Improvements Project. 2) Approve the Cooperative Agreement between Washington County and the City of Cottage Grove for Maintenance of County Road (CR) 74 Improvements Project. Budget Implication $28,501 - Roadway Maintenance Fund Attachments 1. CR 74 Approve Cost Share Agreement Memo 2. CR 74 - City of Cottage Grove Cost Share Agreement 3. CR 74 - City of Cottage Grove Maintenance Agreement To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Paul Sponholz, PE, City Engineer Date: February 10, 2026 Re: Construction Cost Share and Maintenance Agreements with Washington County for CR 74 Improvements Background The City of Cottage Grove is working cooperatively with Washington County on the County Road 74 Improvements Project. This project will reconstruct County Road 74 (65th Street) from Hastings Avenue in the City of Newport to 600 feet west of Goodview Avenue South in the City of Cottage Grove. As part of the project, construction cost share and maintenance agreements with Washington County will need to be executed. Discussion Cooperative Agreement for Construction Cost Share This cooperative agreement for construction outlines the cost participation for the engineering, construction, and contract administration costs. City construction costs for the project are determined through Washington County’s construction cost participation policy. The City’s construction cost share is estimated at $24,538, with a total project cost estimated at $4,496,983. The City is also responsible for design engineering, construction engineering, contract administration, and right of way cost share which is estimated at $3,963. The total engineering, administration and right of way cost estimate is $959,759. These breakdowns and the cost share policy are consistent with pre vious City/County cooperative projects. In total, the City’s cost share is estimated at $28,501. These numbers are based on the final engineering estimate and will be updated with actual costs once bids are received. Cooperative Agreement for Maintenance The cooperative agreement for maintenance outlines the agency responsibilities for future maintenance of the improvements to be constructed as part of this project. Per the agreement, the City will own and maintain municipal utilities and lighting, the City will perform snow and ice clearing of trails in the project area, and maintain boulevard areas. The County will own and maintain the pavement, curb and gutter, storm sewer and trails in the County right of way. These conditions are consistent with past maintenance agreements with Washington County. Honorable Mayor, City Council, and Jennifer Levitt Approve Construction Cost Share and Maintenance Agreements with Washington County for CR 74 Improvements February 10, 2026 Page 2 of 2 Recommendation Staff recommends that the City Council: 1. Approve the Cooperative Agreement between Washington County and the City of Cottage Grove for Construction Cost of County Road (CR) 74 Improvements Project. 2. Approve the Cooperative Agreement between Washington County and the City of Cottage Grove for Maintenance of County Road (CR) 74 Improvements Project. Page 1 of 6 COOPERATIVE AGREEMENT BETWEEN THE CITY OF COTTAGE GROVE AND WASHINGTON COUNTY FOR CONSTRUCTION COST OF COUNTY ROAD (CR) 74 THIS COST SHARE AGREEMENT (“Agreement”), by and between the City of Cottage Grove, a Minnesota municipal corporation, hereinafter referred to as the "City", and Washington County, a political subdivision of the State of Minnesota, hereinafter referred to as the "County.” WITNESSETH: WHEREAS, the County intends to construct and maintain County Road 74 from CSAH 38 (Hastings Ave) to 600’ West of Goodview Ave. S. in the City of Newport and Cottage Grove as shown on Exhibit A (“Project”); and WHEREAS, the section from Geneva Ave. to 600’ West of Goodview Ave. S. falls within the City of Cottage Grove and will be covered by this Agreement; and WHEREAS, items included in the Project require City cost participation in accordance with “Washington County Cost Participation Policy #8001 for Cooperative Highway Improvement Projects”; and WHEREAS, the City and County desire to use local funds and State Aid for these improvements; and WHEREAS, a cooperative effort between the City and County is the appropriate method to facilitate the construction of the Project’s transportation improvements; and WHEREAS, this Agreement is made pursuant to statutory authority contained in Minnesota Statutes § 162.17, sub.1 and Minnesota Statutes § 471.59. NOW THEREFORE, IT IS HEREBY MUTUALLY AGREED AS FOLLOWS: A. PURPOSE The purpose of this Agreement is set forth in the above “whereas” clauses which are all incorporated by reference as if fully set forth herein and shall consist of this Agreement, Exhibit A (Location Map) and Exhibit B (Estimated Cost Splits). B. PLANS AND SPECIFICATION PREPARATION 1. The County shall be responsible for the preparation of all the plans and specifications for the Project, including, but not limited to, compliance with all applicable standards and policies and obtaining all approvals required in formulating the bid specifications for all County and City components of the Project. 2. The following County project number has been assigned to the Project: CP-37404. C. RIGHT OF WAY AND EASEMENTS 1. The County shall acquire all permanent rights of way, permanent easements, and temporary slope easements, which will be acquired in the name of the County. 2. Any rights of way, permanent easements, and temporary slope easements that cannot be obtained through negotiation will be acquired by the County through eminent domain proceedings. WASHINGTON COUNTY CONTRACT NO. 17862 DEPT. PUBLIC WORKS DIVISION TRANSPORTATION TERM SIGNATURE – END OF PROJECT Page 2 of 6 D. ADVERTISEMENT AND AWARD OF CONTRACT After plans and specifications have been approved by the County, all permits and approvals obtained, and acquisition of necessary rights-of-way and easements, the County shall advertise for construction bids and at the sole discretion of the County, award the contract to the lowest responsible bidder. E. CONSTRUCTION ADMINISTRATION, OBSERVATION, AND TESTING The County shall be responsible for the construction administration, inspection, and for the observation and testing for all construction items. F. COST PARTICIPATION ITEMS AND ESTIMATED COSTS The City hereby agrees to be bound to the cost participation provisions in the “Washington County Cost Participation Policy #8001 for Cooperative Highway Improvement Projects”, which is incorporated into this Agreement by reference. The City’s cost participation is set forth in Table 1 below and is broken down into four categories which are: 1) Construction; 2) Design Engineering; 3) Construction Engineering/Contract Administration; 4) Right of Way. 1. Construction Construction costs shall be the cost to construct the Project. The County has prepared a statement of estimated quantities and cost splits hereto attached as Exhibit B. The City shall pay to the County its share of the total cost as shown in Exhibit B and set forth in Table 1. After the County has awarded the construction contract, Exhibit B will be updated to reflect the actual contractor’s unit prices. 2. Design Engineering Design engineering costs shall be professional design engineering services, project coordination, preparation of plans and specification, stakeholder engagement, geotechnical studies, and other administrative functions necessary for the Project. Based on the City’s share of the construction cost, the City shall pay the prorated cost of design engineering for the entire Project as set forth in Table 1. After the County has awarded the construction contract, Exhibit B will be updated to reflect the actual design engineering cost. 3. Construction Engineering/Contract Administration Construction engineering/contract administration costs shall be construction observation, construction testing, construction administration, staking, conducting and recording the pre-bid, pre-construction and weekly construction meetings, reviewing monthly pay estimates, labor compliance, and other administrative functions necessary for the Project. Construction engineering/contract administration is 8% of the construction cost. The City shall pay 8% of the City’s share of the construction cost for construction engineering/contract administration as set forth in Table 1. After the County has awarded the construction contract, Exhibit B will be updated to reflect the estimated construction engineering/contract administration cost. 4. Right of Way Right of Way costs shall be permanent right-of-way, permanent utility and/or drainage easements, temporary easements, title work costs, appraisal costs, relocation specialist costs, relocation costs, and condemnation commissioner costs. If applicable, the City shall pay their share of the final right of way cost. The estimated amount is set forth in Table 1. Page 3 of 6 5. The costs and shares attributable to the City and payable to the County as shown in Table 1 are merely estimated and a final reconciliation of costs as set forth in Section G below shall be done at the end of the Project. Actual City costs and shares are based on the following: a. Construction shall be based on the contractor's unit prices and final quantities at Project completion, including all contract changes. b. Design engineering shall be based on the contractor’s unit prices at the time of contract award. c. Construction engineering/contract administration shall be based on the contractor’s unit prices and final quantities at Project completion including all contract changes and liquidated damages. d. Right of way shall be based on the final costs to acquire right of way. G. PAYMENT 1. Construction and Construction Engineering/Contract Administration a. After the County has awarded the construction contract, the County shall update Exhibit B to conform the Exhibit to the amounts in the awarded bid and shall invoice the City ten percent (10%) of the City's estimated construction and construction engineering/contract administration cost based on the updated Exhibit B. b. During construction, the County shall submit to the City partial estimates of work performed by the contractor. The City shall pay to the County its share of the partial estimate as determined in Section F. c. Upon substantial completion of the work the County shall submit to the City a final invoice and final reconciliation of costs. The reconciliation will add or subtract contract amendments to the City’s Project components, adjustments for liquidated damages pursuant to Section I, and previous Project cost payments made by the City to the County. 2. The costs set forth in Table 1 for design engineering and right of way shall be separate line items on the invoice and paid by the City on a reimbursable basis. 3. In the event that the City paid more in advance than the actual cost of the City’s portion of the Project, the County shall refund without interest the amount to the City. 4. The City shall pay one hundred percent (100%) of an invoice amount within thirty (30) days of receipt. H. CONTRACT CHANGES Any modifications or additions to the final approved plans and/or specifications of the Project shall be made part of the construction contract through a written amendment to the construction contract and the cost for such changes shall be appropriated as set forth in Section F of this Agreement. TABLE 1 – ESTIMATED COSTS City of Cottage Grove Cost Summary ITEM TOTAL COST CITY SHARE CITY COST Construction $4,496,983 See Exhibit B $24,538 Design Engineering $400,000 See Exhibit B $2,000 Construction Engineering/Contract Administration $359,759 Construction $1,963 TOTAL ESTIMATED COST $5,456,742 $28,501 Page 4 of 6 I. LIQUIDATED DAMAGES Any liquidated damages assessed to the contractor in connection with the work performed on the Project shall be used to adjust the project completion costs thus adjusting the City’s construction engineering/contract administration costs as stated in Section F.5.c. No adjustment to construction costs will be made to the City’s portion of the Project in the event of liquidated damages. J. CONDITIONS The City shall not assess or otherwise recover any portion of its cost for this Project through special assessment of County-owned property. K. CIVIL RIGHTS AND NON-DISCRIMINATION The provisions of Minn. Stat. § 181.59 and of any applicable ordinance relating to civil rights and discrimination shall be considered part of this Agreement as if fully set further herein and shall be part of any agreement entered into by the parties with any contractor, subcontractor or material suppliers. L. WORKERS COMPENSATION It is hereby understood and agreed that any and all employees of the City and all other persons employed by the City in the performance of construction and/or construction engineering work or services required or provided for under this Agreement shall not be considered employees of the County and that any and all claims that may or might arise under the Worker’s Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said City employees while so engaged on any of the construction and/or construction engineering work or services to be rendered herein shall in no way be the obligation or responsibility of the County. It is hereby understood and agreed that any and all employees of the County and all other persons employed by the County in the performance of construction and/or construction engineering work or services required or provided for under this Agreement shall not be considered employees of the City and that any and all claims that may or might arise under the Worker’s Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said County employees while so engaged on any of the construction and/or construction engineering work or services to be rendered herein shall in no way be the obligation or responsibility of the City. M. INDEMNIFICATION 1. The City agrees that it will defend, indemnify and hold harmless the County against any and all liability, loss, damages, costs and expenses which the County may hereafter sustain, incur or be required to pay by reason of any negligent act by the City, its agents, officers or employees during the performance of this Agreement. 2. The County agrees that it will defend, indemnify and hold harmless the City against any and all liability, loss, damages, costs and expenses which the City may hereafter sustain, incur or be required to pay by reason of any negligent act by the County, its agents, officers or employees during the performance of this Agreement. 3. To the fullest extent permitted by law, actions by the parties to this Agreement are intended to be and shall be construed as a “cooperative activity” and it is the intent of the parties that they shall be deemed a “single governmental unit” for the purposes of liability, as set forth in Minnesota Statutes, Section 471.59, subd. 1a.(b). The parties to this Agreement are not liable for the acts or omissions of another party to this Agreement except to the extent they have agreed in writing to be responsible for the acts or omissions of the other parties as provided for in Minnesota Statutes, Section 471.59, subd. 1a. 4. Each party’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 and other Page 5 of 6 applicable law. The parties agree that liability under this Agreement is controlled by Minnesota Statute, Section 471.59, subdivision 1a and that the total liability for the parties shall not exceed the limits on governmental liability for a single unit of government as specified in Minnesota Statutes, Section 466.04, subdivision 1(a). N. DATA PRACTICES All data collected, created, received, maintained, disseminated, or used for any purposes in the course of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13 (“Act”) or any other applicable state statutes and state rules adopted to implement the Act, as well as state statutes and federal regulations on data privacy. O. TERM This Agreement shall commence on the date both parties have fully executed the Agreement and shall remain in full force and effect until terminated by mutual written agreement of the parties or pursuant to Section P herein. P. TERMINATION This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. Q. DELAY IN PERFORMANCE Neither City nor County shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or County under this Agreement. If such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. R. ASSIGNMENT This Agreement is not assignable without the mutual written agreement of the parties. S. AMENDMENTS Any modification or amendment to this Agreement shall require a written agreement signed by both parties. T. GOVERNING LAW This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. U. ENTIRE AGREEMENT This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, Page 6 of 6 understandings, and agreements relating to the subject matter hereof, whether oral or written. V. COUNTERPARTS This Agreement may be executed in counterparts. W. SEVERABILITY If any provision or provisions of this Agreement are held to be invalid, illegal, or unenforceable, the validity, legality, and enforceability of the remaining provisions shall not be affected. IN TESTIMONY WHEREOF the parties have duly executed this Agreement by their duly authorized officers. WASHINGTON COUNTY CITY OF COTTAGE GROVE Chair Date Myron Bailey, Mayor Date Board of Commissioners Kevin Corbid Date Tamara Anderson, City Clerk Date County Administrator Approved as to form: Approved as to form: Assistant County Attorney Date City Attorney Date Exhibit A ESTIMATED QUANTITY ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST 2021.501 MOBILIZATION LUMP SUM $225,000.00 1 $225,000.00 0.72 $162,000.00 0.025 $5,625.00 0.005 $1,125.00 0.25 $56,250.00 2101.502 GRUBBING EACH $300.00 5 $1,500.00 5 $1,500.00 2101.505 GRUBBING ACRE $6,000.00 3.19 $19,140.00 3.19 $19,140.00 2102.518 PAVEMENT MARKING REMOVAL SQ FT $1.00 48 $48.00 48 $48.00 2104.502 REMOVE MISCELLANEOUS STRUCTURES EACH $15,000.00 1 $15,000.00 1 $15,000.00 2104.502 REMOVE DRAINAGE STRUCTURE EACH $800.00 8 $6,400.00 8 $6,400.00 2104.502 REMOVE DELINEATOR / MARKER EACH $30.00 5 $150.00 5 $150.00 2104.502 REMOVE SIGN EACH $50.00 31 $1,550.00 31 $1,550.00 2104.502 SALVAGE SIGN EACH $50.00 3 $150.00 3 $150.00 2104.502 REMOVE ENERGY ABSORBING TERMINAL EACH $600.00 4 $2,400.00 4 $2,400.00 2104.502 REMOVE SIGN PANEL SPECIAL EACH $50.00 1 $50.00 1 $50.00 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $4.00 461 $1,844.00 461 $1,844.00 2104.503 REMOVE SEWER PIPE (STORM)LIN FT $30.00 854 $25,620.00 854 $25,620.00 2104.503 REMOVE CURB AND GUTTER LIN FT $10.00 348 $3,480.00 348 $3,480.00 2104.503 REMOVE GUARDRAIL-PLATE BEAM LIN FT $8.00 1132 $9,056.00 1132 $9,056.00 2104.503 REMOVE FENCE LIN FT $6.00 1485 $8,910.00 1485 $8,910.00 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD $5.00 10522 $52,610.00 10522 $52,610.00 2104.507 REMOVE AGGREGATE CU YD $30.00 247 $7,410.00 247 $7,410.00 2104.518 REMOVE RETAINING WALL SQ FT $15.00 440 $6,600.00 440 $6,600.00 2104.518 REMOVE BITUMINOUS WALK SQ FT $1.00 3754 $3,754.00 3754 $3,754.00 2104.518 REMOVE CONCRETE WALK SQ FT $2.00 529 $1,058.00 529 $1,058.00 2104.602 REMOVE SIGN SPECIAL EACH $600.00 1 $600.00 1 $600.00 2104.602 SALVAGE LANDSCAPE ROCK EACH $75.00 6 $450.00 6 $450.00 2106.507 EXCAVATION - COMMON (P)CU YD $15.00 29772 $446,580.00 29021 $435,315.00 751 $11,265.00 2106.507 EXCAVATION - ROCK (P)CU YD $40.00 4213 $168,520.00 2592 $103,680.00 1621 $64,840.00 2106.507 EXCAVATION - SUBGRADE (P)CU YD $15.00 8070 $121,050.00 8070 $121,050.00 2106.507 SELECT GRANULAR EMBANKMENT (CV)(P)CU YD $30.00 10323 $309,690.00 10323 $309,690.00 2106.507 COMMON EMBANKMENT (CV)(P)CU YD $10.00 14305 $143,050.00 13446 $134,460.00 859 $8,590.00 2108.504 GEOGRID TYPE 2 SQ YD $5.00 10458 $52,290.00 10458 $52,290.00 2108.504 GEOTEXTILE FABRIC TYPE 4 SQ YD $3.00 490 $1,470.00 490 $1,470.00 2108.604 GEOTEXTILE FABRIC TYPE 5 SQ YD $3.50 12547 $43,914.50 12547 $43,914.50 2111.519 TEST ROLLING (P)ROAD STA $100.00 25 $2,490.00 24.9 $2,490.00 2118.609 AGGREGATE SURFACING SPECIAL TON $60.00 50 $3,000.00 50 $3,000.00 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR $225.00 40 $9,000.00 40 $9,000.00 2211.507 AGGREGATE BASE (CV) CLASS 5 (P)CU YD $40.00 4577 $183,080.00 4577 $183,080.00 2211.507 AGGREGATE BASE (CV) CLASS 5 (P)CU YD $40.00 41 $1,640.00 41 $1,640.00 2215.504 FULL DEPTH RECLAMATION SQ YD $2.50 1524 $3,810.00 1524 $3,810.00 2331.603 JOINT ADHESIVE LIN FT $0.75 9435 $7,076.25 9435 $7,076.25 2360.504 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) 3.0" THICK SQ YD $30.00 173 $5,190.00 173 $5,190.00 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON $100.00 2645 $264,500.00 2645 $264,500.00 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)TON $85.00 1450 $123,250.00 1450 $123,250.00 2451.507 COARSE FILTER AGGREGATE (CV)CU YD $75.00 16 $1,200.00 16 $1,200.00 2501.502 15" RC PIPE APRON EACH $1,200.00 2 $2,400.00 2 $2,400.00 2501.502 24" RC PIPE APRON EACH $1,500.00 5 $7,500.00 5 $7,500.00 2501.502 36" RC PIPE APRON EACH $2,500.00 1 $2,500.00 1 $2,500.00 2501.502 48" RC PIPE APRON EACH $3,600.00 2 $7,200.00 2 $7,200.00 2501.502 18" CAS PIPE APRON EACH $575.00 2 $1,150.00 2 $1,150.00 2501.503 18" CAS PIPE CULVERT LIN FT $70.00 54 $3,780.00 54 $3,780.00 2502.502 6" PE PIPE DRAIN CLEANOUT EACH $500.00 9 $4,500.00 9 $4,500.00 2502.503 4" TP PIPE DRAIN LIN FT $15.00 4929 $73,935.00 4929 $73,935.00 2502.503 6" PE PIPE DRAIN LIN FT $25.00 80 $2,000.00 80 $2,000.00 2502.503 6" PERF PE PIPE DRAIN LIN FT $25.00 214 $5,350.00 214 $5,350.00 2503.503 12" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $75.00 39 $2,925.00 39 $2,925.00 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $85.00 277 $23,545.00 277 $23,545.00 2503.503 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $90.00 826 $74,340.00 826 $74,340.00 2503.503 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $110.00 1443 $158,730.00 1443 $158,730.00 2503.503 30" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $125.00 16 $2,000.00 16 $2,000.00 2503.503 36" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $150.00 364 $54,600.00 364 $54,600.00 WASHINGTON COUNTY, COUNTY ROAD 74 (65TH ST) IMPROVEMENTS CP 26-37404 100% PLAN ENGINEERS ESTIMATE 11-18-2025 ITEM NO.ITEM DESCRIPTION UNIT UNIT PRICE TOTAL ESTIMATED QUANTITIES TOTAL COST STORM SEWERWASHINGTON COUNTY CITY OF NEWPORT CITY OF COTTAGE GROVE Exhibit B ESTIMATED QUANTITY ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST WASHINGTON COUNTY, COUNTY ROAD 74 (65TH ST) IMPROVEMENTS CP 26-37404 100% PLAN ENGINEERS ESTIMATE 11-18-2025 ITEM NO.ITEM DESCRIPTION UNIT UNIT PRICE TOTAL ESTIMATED QUANTITIES TOTAL COST STORM SEWERWASHINGTON COUNTY CITY OF NEWPORT CITY OF COTTAGE GROVE 2503.503 48" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $350.00 259 $90,650.00 259 $90,650.00 2503.503 66" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $500.00 182 $91,000.00 182 $91,000.00 2503.602 CONNECT TO EXISTING STORM SEWER EACH $3,000.00 4 $12,000.00 4 $12,000.00 2503.603 CLEAN PIPE SEWER LIN FT $40.00 76 $3,040.00 76 $3,040.00 2504.602 ADJUST GATE VALVE AND BOX EACH $650.00 2 $1,300.00 2 $1,300.00 2506.502 CASTING ASSEMBLY EACH $1,400.00 44 $61,600.00 44 $61,600.00 2506.502 ADJUST FRAME & RING CASTING EACH $690.00 1 $690.00 1 $690.00 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN G LIN FT $700.00 44.77 $31,339.00 44.77 $31,339.00 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48 LIN FT $1,000.00 3.75 $3,750.00 3.75 $3,750.00 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL LIN FT $1,250.00 22.77 $28,462.50 22.77 $28,462.50 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $800.00 121.81 $97,448.00 121.81 $97,448.00 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 LIN FT $950.00 27.72 $26,334.00 27.72 $26,334.00 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $1,150.00 20.35 $23,402.50 20.35 $23,402.50 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 66-4020 LIN FT $1,250.00 47.26 $59,075.00 47.26 $59,075.00 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT $1,350.00 6.32 $8,532.00 6.32 $8,532.00 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT $2,000.00 12.77 $25,540.00 12.77 $25,540.00 2506.503 RECONSTRUCT DRAINAGE STRUCTURE LIN FT $600.00 13.3 $7,980.00 13.3 $7,980.00 2511.507 RANDOM RIPRAP CLASS III CU YD $100.00 795 $79,500.00 795 $79,500.00 2521.518 6" CONCRETE WALK SQ FT $20.00 863 $17,260.00 753 $15,060.00 110 $2,200.00 2521.518 3" BITUMINOUS WALK SQ FT $3.50 27933 $97,765.50 16035 $56,122.50 11898 $41,643.00 2521.602 DRILL AND GROUT REINF BAR (EPOXY COATED)EACH $18.00 36 $648.00 34 $612.00 2 $36.00 2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT $35.00 6387 $223,545.00 5765 $201,775.00 622 $21,770.00 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $100.00 56 $5,600.00 56 $5,600.00 2531.618 TRUNCATED DOMES SQ FT $70.00 57 $3,990.00 48 $3,360.00 9 $630.00 2540.602 INSTALL BENCH EACH $1,000.00 1 $1,000.00 0.50 $500.00 0.50 $500.00 2557.603 WIRE FENCE DESIGN SPECIAL LIN FT $100.00 748 $74,800.00 374 $37,400.00 374 $37,400.00 2563.601 ALTERNATE PEDESTRIAN ROUTE LUMP SUM $10,000.00 1 $10,000.00 0.72 $7,200.00 0.025 $250.00 0.005 $50.00 0.25 $2,500.00 2563.601 TRAFFIC CONTROL SUPERVISOR LUMP SUM $3,500.00 1 $3,500.00 0.72 $2,520.00 0.025 $87.50 0.005 $17.50 0.25 $875.00 2563.601 TRAFFIC CONTROL LUMP SUM $25,000.00 1 $25,000.00 0.72 $18,000.00 0.025 $625.00 0.005 $125.00 0.25 $6,250.00 2563.602 PORTABLE CHANGEABLE MESSAGE SIGN EACH $2,150.00 11 $23,650.00 11 $23,650.00 2563.602 FLEXIBLE DELINEATOR TYPE A EACH $125.00 12 $1,500.00 12 $1,500.00 2563.610 FLAGGER HOUR $125.00 100 $12,500.00 100 $12,500.00 2564.602 INSTALL SIGN EACH $300.00 3 $900.00 3 $900.00 2564.602 INSTALL SIGN PANEL SPECIAL EACH $400.00 2 $800.00 2 $800.00 2564.618 SIGN SQ FT $90.00 130 $11,700.00 130 $11,700.00 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM $6,500.00 1 $6,500.00 0.72 $4,680.00 0.025 $162.50 0.005 $32.50 0.25 $1,625.00 2573.501 EROSION CONTROL SUPERVISOR LUMP SUM $10,000.00 1 $10,000.00 0.72 $7,200.00 0.025 $250.00 0.005 $50.00 0.25 $2,500.00 2573.502 STORM DRAIN INLET PROTECTION EACH $200.00 37 $7,313.00 27 $5,328.00 1 $185.00 9 $1,800.00 2573.502 CULVERT END CONTROLS EACH $225.00 7 $1,575.00 5 $1,125.00 2 $450.00 2573.503 SILT FENCE; TYPE HI LIN FT $5.50 2859 $15,721.86 2059 $11,324.50 71 $393.11 14 $78.62 714 $3,925.63 2573.503 SEDIMENT CONTROL LOG TYPE WOOD CHIP LIN FT $7.00 2855 $19,987.80 2056 $14,392.00 71 $499.63 14 $99.93 714 $4,996.25 2573.602 ROCK DITCH CHECK EACH $1,250.00 11 $13,750.00 8 $10,000.00 3 $3,750.00 2574.505 SUBSOILING ACRE $250.00 3.44 $860.00 2.48 $619.20 0.09 $21.50 0.02 $4.30 0.86 $215.00 2574.505 SOIL BED PREPARATION ACRE $220.00 6.88 $1,513.60 4.95 $1,089.79 0.17 $37.84 0.03 $7.57 1.72 $378.40 2574.507 COMMON TOPSOIL BORROW CU YD $50.00 5188 $259,400.00 5133 $256,650.00 55 $2,750.00 2574.507 FILTER TIPSOIL BORROW (CV)CU YD $70.00 242 $16,940.00 242 $16,940.00 2574.508 FERTILIZER TYPE 3 POUND $2.00 1376 $2,752.00 991 $1,981.44 34 $68.80 7 $13.76 344 $688.00 2574.601 INFILTRATION TESTING LUMP SUM $20,000.00 1 $20,000.00 0.72 $14,400.00 0.025 $500.00 0.005 $100.00 0.25 $5,000.00 2575.504 RAPID STABILIZATION METHOD 4 SQ YD $4.25 4951 $21,041.75 3565 $15,150.06 124 $526.04 25 $105.21 1238 $5,260.44 2575.504 ROLLED EROSION PREVENTION CATEGORY 20 SQ YD $2.00 15695 $31,390.00 11300 $22,600.80 392 $784.75 78 $156.95 3924 $7,847.50 2575.504 ROLLED EROSION PREVENTION CATEGORY 30 SQ YD $2.50 17624 $44,060.00 12689 $31,723.20 441 $1,101.50 88 $220.30 4406 $11,015.00 2575.505 SEEDING ACRE $1,100.00 6.88 $7,568.00 4.95 $5,448.96 0.17 $189.20 0.03 $37.84 1.72 $1,892.00 2575.505 WEED SPRAYING ACRE $200.00 3.53 $706.00 2.54 $508.32 0.09 $17.65 0.02 $3.53 0.88 $176.50 2575.506 WEED SPRAY MIXTURE GALLON $115.00 0.76 $86.96 0.55 $62.93 0.02 $2.19 0.19 $21.85 2575.508 HYDRAULIC STABILIZED FIBER MATRIX POUND $1.75 24080 $42,140.00 17338 $30,340.80 602 $1,053.50 120 $210.70 6020 $10,535.00 2575.523 WATER M GALLON $55.00 621 $34,155.00 447 $24,591.60 16 $853.88 3 $170.78 155 $8,538.75 2575.523 RAPID STABILIZATION METHOD 3 M GALLON $550.00 39.4 $21,670.00 28.4 $15,602.40 1.0 $541.75 0.2 $108.35 9.9 $5,417.50 2575.608 SEED SOUTHERN BOULEVARD POUND $14.00 289.6 $4,054.40 208.5 $2,919.17 7.2 $101.36 1.4 $20.27 72.4 $1,013.60 2575.608 SEED MESIC INSLOPE POUND $14.00 82.6 $1,156.40 59.5 $832.61 2.1 $28.91 0.4 $5.78 20.7 $289.10 2575.608 SEED WET DITCH POUND $75.00 3.2 $238.80 2.3 $172.80 0.1 $6.00 0.8 $60.00 2575.608 SEED SOUTHERN TALLGRASS ROADSIDE POUND $50.00 95.5 $4,775.00 68.8 $3,438.00 2.4 $119.38 0.5 $23.88 23.9 $1,193.75 Exhibit B ESTIMATED QUANTITY ESTIMATED COST ESTIMATED COST ESTIMATED COST ESTIMATED COST WASHINGTON COUNTY, COUNTY ROAD 74 (65TH ST) IMPROVEMENTS CP 26-37404 100% PLAN ENGINEERS ESTIMATE 11-18-2025 ITEM NO.ITEM DESCRIPTION UNIT UNIT PRICE TOTAL ESTIMATED QUANTITIES TOTAL COST STORM SEWERWASHINGTON COUNTY CITY OF NEWPORT CITY OF COTTAGE GROVE 2580.503 INTERIM PAVEMENT MARKING LIN FT $0.50 206 $103.00 206 $103.00 2582.503 4" SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT $1.25 6407 $8,008.75 6407 $8,008.75 2582.503 24" SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT $20.00 76 $1,520.00 76 $1,520.00 2582.503 4" DOTTED LINE MULTI-COMPONENT GROUND IN (WR)LIN FT $2.00 114 $228.00 114 $228.00 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT $3.00 6840 $20,520.00 6840 $20,520.00 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN ENHANCED SKID RESISTANCE SQ FT $30.00 47 $1,410.00 47 $1,410.00 ESTIMATED CONSTRUCTION COSTS $4,496,982.57 $3,232,581.58 $119,045.98 $24,537.76 $1,120,817.26 ENGINEERING - PRELIMINARY AND FINAL DESIGN $400,000.00 $288,000.00 $10,000.00 $2,000.00 $100,000.00 8% CONTRACT ADMINISTRATION & CONSTRUCTION ENGINEERING COSTS $359,758.61 $259,026.20 $9,523.68 $1,963.02 $89,939.65 RIGHT-OF-WAY COSTS $200,000.00 $90,000.00 $110,000.00 $5,456,741.18 $3,869,607.77 $248,569.65 $28,500.78 $1,310,756.91TOTAL ESTIMATED COSTS Exhibit B Page 1 of 4 COOPERATIVE AGREEMENT BETWEEN THE CITY OF COTTAGE GROVE AND WASHINGTON COUNTY FOR MAINTENANCE OF COUNTY ROAD (CR) 74 THIS MAINTENANCE AGREEMENT (“Agreement”), by and between the City of Cottage Grove, a Minnesota municipal corporation, herein after referred to as the "City", and Washington County, a political subdivision of the State of Minnesota, hereinafter referred to as the "County”. WITNESSETH: WHEREAS, the County intends to construct and maintain County Road 74 from CSAH 38 (Hastings Ave) to 600’ West of Goodview Ave S in the City of Newport and Cottage Grove as shown in Exhibit A (“Project”); and WHEREAS, a cooperative effort between the City and County is the appropriate method to facilitate the maintenance of the Project’s transportation improvements; and WHEREAS, this Agreement is made pursuant to statutory authority contained in Minnesota Statute § 162.17, sub.1 and Minnesota Statute § 471.59. NOW THEREFORE, IT IS HEREBY MUTUALLY AGREED AS FOLLOWS: A. PURPOSE The purpose of this Agreement is set forth in the above “whereas” clauses which are all incorporated by reference as if fully set forth herein and shall consist of this Agreement and Exhibit A (Location Map). B. MAINTENANCE/OWNERSHIP 1. Upon completion of the Project, the City shall own and maintain the following under this Project: a. Municipal Utilities, including sanitary sewer, water main, and roadway lighting. b. Signing and pavement striping. All permanent roadway signing and striping on City roads will be controlled by the City. c. Pavement. All pavement systems constructed under this Project, within the City’s right-of-way. d. Curb and Gutter. All curb and gutter on City right-of-way existing or constructed under this Project. 2. Upon completion of the Project, the City will maintain the following under this Project: a. The City will perform snow/ice clearing of trails within the Project area. b. The City will maintain boulevard areas within the Project area, both in city and in county rights of way. The City will be responsible for any maintenance in county right of way above and beyond what is described in Section 3.c. 3. Upon completion of this Project, the County shall own and maintain the following under this Project: a. Storm sewer. The County shall own and maintain the storm sewer trunk line and catch basin and leads on its County right-of-way existing or constructed under this Project. b. Signing and pavement striping. All permanent roadway signing and striping on County roads will be controlled by the County. c. With respect to the constructed corridor boulevard, the County will mow the corridor boulevards a minimum of two (2) times per year. d. Curb and gutter. The County shall own and maintain all curb and gutter on its County right-of-way existing or constructed under this Project. The City shall own and maintain all curb and gutter on its City right-of-way existing and constructed under this Project. WASHINGTON COUNTY CONTRACT NO. 17875 DEPT. PUBLIC WORKS DIVISION TRANSPORTATION TERM Signature – Perpetual Page 2 of 4 e. Pavement. The County shall own and maintain all pavement systems constructed under this Project. f. Trails and pedestrian ramps located within the County right-of-way: The County will own and perform major maintenance of trails, sidewalks, and pedestrian ramps. Major maintenance shall include repair and/or replacement of pedestrian ramp panels and failing trail or sidewalk segments. The County, at its discretion, may also elect to crack seal or repair tree root damaged sections of the trail. 4. All maintenance required to be performed by this Agreement by the parties shall be performed in a manner which shall be at the sole discretion of the party so obligated. 5. The City and County will follow work zone traffic control procedures required in the Minnesota Manual of Uniform Traffic Control Devices for all maintenance activities. 6. The County and City will notify each other at least twenty-four (24) hours in advance of any maintenance activities requiring a lane closure for work within the other party’s right-of-way. 7. The County will control all parking and other regulations on County roads, subject to any previous Agreements between the City and the County. C. CIVIL RIGHTS AND NON-DISCRIMINATION The provisions of Minn. Stat. § 181.59 and of any applicable ordinance relating to civil rights and discrimination shall be considered part of this Agreement as if fully set further herein and shall be part of any Agreement entered into by the parties with any contractor, subcontractor or material suppliers. D. WORKERS COMPENSATION It is hereby understood and agreed that any and all employees of the City and all other persons employed by the City in the performance of construction and/or construction engineering work or services required or provided for under this Agreement shall not be considered employees of the County and that any and all claims that may or might arise under the Worker’s Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said City employees while so engaged on any of the construction and/or construction engineering work or services to be rendered herein shall in no way be the obligation or responsibility of the County. It is hereby understood and agreed that any and all employees of the County and all other persons employed by the County in the performance of construction and/or construction engineering work or services required or provided for under this Agreement shall not be considered employees of the City and that any and all claims that may or might arise under the Worker’s Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said County employees while so engaged on any of the construction and/or construction engineering work or services to be rendered herein shall in no way be the obligation or responsibility of the City. E. INDEMNIFICATION 1. The City agrees that it will defend, indemnify and hold harmless the County against any and all liability, loss, damages, costs and expenses which the County may hereafter sustain, incur or be required to pay by reason of any negligent act by the City, its agents, officers or employees during the performance of this Agreement. Page 3 of 4 2. The County agrees that it will defend, indemnify and hold harmless the City against any and all liability, loss, damages, costs and expenses which the City may hereafter sustain, incur or be required to pay by reason of any negligent act by the County, its agents, officers or employees during the performance of this Agreement. 3. To the fullest extent permitted by law, actions by the parties to this Agreement are intended to be and shall be construed as a “cooperative activity” and it is the intent of the parties that they shall be deemed a “single governmental unit” for the purposes of liability, as set forth in Minnesota Statutes, Section 471.59, subd. 1a(b). The parties to this Agreement are not liable for the acts or omissions of another party to this Agreement except to the extent they have agreed in writing to be responsible for the acts or omissions of the other parties as provided for in Minnesota Statutes, Section 471.59, subd. 1a. 4. Each party’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 and other applicable law. The parties agree that liability under this Agreement is controlled by Minnesota Statute, Section 471.59, subdivision 1a and that the total liability for the parties shall not exceed the limits on governmental liability for a single unit of government as specified in Minnesota Statutes, Section 466.04, subdivision 1(a). F. CONDITIONS The City shall not assess or otherwise recover any portion of its cost for this Project through special assessment of County-owned property. G. DATA PRACTICES All data collected, created, received, maintained, disseminated, or used for any purposes in the course of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13 (“Act”) or any other applicable state statutes and state rules adopted to implement the Act, as well as state statutes and federal regulations on data privacy. H. TERM This Agreement shall commence on the date both parties have fully executed the Agreement and shall remain in full force and effect until terminated by mutual written agreement of the parties or pursuant to Section I herein. I. TERMINATION This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. J. DELAY IN PERFORMANCE Neither City nor County shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or County under this Agreement. If such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts Page 4 of 4 being made to resume performance of this Agreement. K. ASSIGNMENT This Agreement is not assignable without the mutual written agreement of the parties. L. AMENDMENTS Any modification or amendment to this Agreement shall require a written agreement signed by both parties. M. GOVERNING LAW This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. N. ENTIRE AGREEMENT This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written, unless specifically indicated otherwise in the Agreement. O. COUNTERPARTS This Agreement may be executed in counterparts. P. SEVERABILITY If any provision or provisions of this Agreement are held to be invalid, illegal, or unenforceable, the validity, legality, and enforceability of the remaining provisions shall not be affected. IN TESTIMONY WHEREOF the parties have duly executed this Agreement by their duly authorized officers. WASHINGTON COUNTY CITY OF COTTAGE GROVE Chair Date Myron Bailey, Mayor Date Board of Commissioners Kevin Corbid Date Tamara Anderson, City Clerk Date County Administrator Approved as to form: Approved as to form: Assistant County Attorney Date City Attorney Date Exhibit A 1 City Council Action Request 7.K. Meeting Date 2/18/2026 Department Public Safety Agenda Category Action Item Title Authorization to Sell Ambulance Staff Recommendation Authorize the sale of a 2018 Dodge Ram 5500 ambulance (Unit Number 24-0833-18). Budget Implication N/A Attachments 1. Authorization to Sell Ambulance 02.10.2026 To: Honorable Mayor and City Council From: Peter J Koerner, Director of Public Safety Nick Arrigoni, Deputy Fire Chief Date: February 10, 2026 Subject: AUTHORIZATION TO SELL AMBULANCE Introduction Unit Number Equipment Asset Number 24-0833-18 2018 Dodge Ram 5500 4161 Recommendation 1 City Council Action Request 7.L. Meeting Date 2/18/2026 Department Public Works Agenda Category Action Item Title One-Year Lease Rental Agreement with MTI Staff Recommendation Approve the one-year rental agreement with MTI for a 16ft mower for $15,750. Budget Implication $15,750 split between Streets & Utilities divisions. Attachments 1. Mower Rental memo 2. Mower Rental Agreement To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Adam Moshier, Fleet and Facilities Manager Date: February 10, 2026 Re: Approve One Year Rental Agreement with MTI for 16ft Mower Background In the approved 2026 budget, there are funds to rent a 16ft mower. This has been included in the budget for the past 5 years with a 50/50 split between the Streets and Utilities divisions. Staff is requesting to continue to rent a 16ft mower from MTI for $15,750 for one year. A new rental agreement is needed as the Public Works Department is getting a new machine. The rental agreement has been reviewed by the City Attorney. MTI is the area Toro vendor which is why two quotes were not received. Staff recommends approving the one-year rental agreement with MTI in the amount of $15,750 for 2026. Recommendation It is recommended that the City Council approve the one-year rental agreement with MTI for a 16ft mower for $15,750. PHONE: 763-592-5600 FAX: 763-592-6700 mtidistributing.com 4830 Azelia Ave N Ste100 Brooklyn Center, MN 55429-3836 MTI is an Equal Opportunity/Affirmative Action Employer Renter's Name Renter's Address Renter's City, State, Zip Code Renter's Phone Number 651-458-2808 City of Cottage Grove 8635 W Point Douglas Road South Cottage Grove, MN 55016 Schedule A Equipment Rental Terms and Conditions 1. Definitions. As per the Equipment Rental Agreement (“Agreement”), (a) “Owner” means “MTI Distributing, Inc.”, and its successors and assigns, (b) “Equipment” means the units and/or accessories listed on the Agreement, and (c) “Renter” means the customer indicated on the Agreement and this Schedule A. 2. Rental: Ownership. Subject to terms of the Agreement, Owner rents to Renter, and Renter rents from Owner, the Equipment. Renter has the right to possess the Equipment in accordance with the terms of the Agreement, but no ownership rights in the Equipment. Any upgrades or alterations to the Equipment permitted by Owner, including but not limited to repair parts, are property of Owner. 3. Rental Term: Termination: Return of the equipment. The rental term under this Agreement shall commence on the date of the delivery of the equipment to the renter and shall expire on the date of the return of the equipment to Owner at the location specified by Owner. Upon expiration of the rental Agreement, the equipment shall be returned to Owner, transportation costs prepaid by the Renter, in the same condition as originally delivered to Renter, ordinary wear and tear excepted, and free and clear of all liens, claims, and encumbrances, together with all manuals and other records originally provided with the Equipment. 4. Payment. In consideration of the rental of Equipment, Renter agrees to pay Owner upon receipt of an invoice therefore; (a) the weekly, monthly or seasonal rental rate as stated on the Agreement; (b) a 2.5% service fee for payments made by credit card; (c) a late charge of 1-1/2% per month (or the maximum allowed by law, if less) on amounts not paid within 30 days of the due date; (d) all costs for Owner to replace missing parts and repair damage to the Equipment (including, but not limited to, Owner’s then-current shop rate and cost of OEM replacement parts); and (e) any other amount owed to Owner under this Agreement. Renter’s payment obligations are absolute and unconditional and are not subject to abatement, reduction, or set-off. 5. Delivery/Use/Maintenance/Damage. Renter agrees to: a. Comply with equipment pick up and return dates and methods as designated on the Rental Agreement. If MTI Distributing, Inc. is to deliver and pick up the equipment, appropriate transportation charges will be billed. b. Comply with the designated maximum machine hours of usage as stated in the Agreement, and pay for any and all hours that exceed the designated maximum at the stated rate per hour. c. Comply with all applicable laws, ordinances and regulations (municipal, state and federal, including OSHA), operating manual(s) that will be provided with the Equipment, warning or instruction labels on PHONE: 763-592-5600 FAX: 763-592-6700 mtidistributing.com 4830 Azelia Ave N Ste100 Brooklyn Center, MN 55429-3836 MTI is an Equal Opportunity/Affirmative Action Employer the Equipment, and additional specific Owner or manufacturer instructions, if any (collectively, the “Requirements for Use”). It is the responsibility of the Renter and all operators of the equipment to review the operating manual(s) in its entirety, and present any questions to the Owner prior to operation of the equipment. d.Renter will use the Equipment exclusively for lawful purposes in conjunction with Renter’s business operations. Renter shall not allow any person to use the equipment who: (a) is not an employee of the Renter; (b) does not have the requisite knowledge, skills, and physical condition to operate the Equipment safely; or (c) is under the age of 18. e.Renter agrees, at its expense, to perform regular checks and maintenance as specified in the Requirements for Use and to care for the Equipment in a careful and prudent manner. During the rental term, Renter shall pay all costs, taxes, and fees associated with operating, maintaining and repairing the Equipment, and assumes all risk of loss or damage to the Equipment. f.Renter agrees to give prompt notice to the Owner in the event of any loss of, or damage to, the Equipment. The loss of, or the total or partial destruction of, the Equipment while the Equipment is in the possession of the Renter shall not relieve the Renter of its obligation to pay the rent and other charges provided for in the Agreement, which shall continue in full force and effect. g.If the Equipment fails to operate for more than an insignificant portion of the rental term for reasons other than the fault of the Renter (fault of the Renter shall include, but not be limited to misuse, abuse or improper operation of the equipment by the Renter or Renter’s employees, guests, invitees, agents, representatives or affiliates (hereinafter collectively “Renter Representatives)), then the charge or a prorated portion of the charge for such equipment will be refunded to the Renter, and such refund will be in full satisfaction of any and all claims that Renter may have under this Rental Agreement. 6.Disclaimer of Warranties; Indemnity. OWNER DISCLAIMS ANY REPRESENTATIONS AND WARRANTIES REGARDING THE EQUIPMENT, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR AGAINST INFRINGEMENT. RENTER, ON BEHALF OF ITSELF AND ITS AGENTS, AFFILIATES, SUCCESSORS AND ASSIGNS, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER AND OWNER’S PARENT COMPANY, AFFILIATES, EMPLOYEES, AGENTS AND INSURERS (COLLECTIVELY, THE “OWNER PARTIES”) FROM AND AGAINST ALL CLAMIS, LOSS, DAMAGES, SUITS, EXPENSES, COSTS, FEES (INCLUDING BUT NOT LIMITED TO ATTORNEYS’ FEES), AND LIABILITY (COLLECTIVELY, THE “CLAIMS”), WHETHER KNOWN OR UNKNOWN, FORSEEN OR UNFORSEEN, THAT ARISE OUT OF OR RELATE TO THE EQUIPMENT OR THIS AGREEMENT, INCLUDING, WITHOUT LIMITATION, CLAIMS FOR INJURY OR DEATH TO PERSONS, DAMAGE TO PROPERTY, OR LOST PROFITS RELATING TO UNAVAILABILITY OF THE EQIPMENT WHILE IT IS BEING REPAIRED. 7.Insurance. Renter, at its expense shall carry liability insurance with a minimum limit of $1,000,000 per occurrence for bodily injury, including death, and a minimum limit of $250,000 for property damage. Such insurance shall name Owner as an additional insured. Renter, at its expense, shall also keep the Equipment insured against all risks of loss for an amount not less than the replacement cost thereof, and O wner shall be named as a loss payee. Renter shall deliver to Owner evidence of the coverages required above in the form of a Certificate of Liability Insurance, prior to taking delivery of the Equipment. 8.Default; Remedies. Renter is in default under this Agreement if Renter fails to timely make any payment due hereunder; fails to comply with any provision of this agreement; removes the equipment from the U.S. state in which the Equipment was delivered to Renter; transfers or encumbers any interest in this Agreement or the Equipment; becomes subject to any state or federal insolvency, bankruptcy or similar proceeding; or permits any levy, attachment or lien to attach to Renter’s interest in this Agreement or the Equipment. Upon any such default, Owner may exercise all remedies available at law or equity, including without limitation, terminating this Agreement and declaring all amounts due hereunder immediately due and payable. Renter shall be liable for all 1 City Council Action Request 8.A. Meeting Date 2/18/2026 Department Finance Agenda Category Action Item Title Approve Disbursements Staff Recommendation Approve disbursements from 01-30-26 through 02-12-26 in the amount of $1,787,521.69. Budget Implication N/A Attachments 1. Expense Approval Report 2-18-2026 Council Meeting 2. Payroll Check Register 2-18-2026 Council Meeting PAYROLL CHECK REGISTER BIWEEKLY – PE 01/25/2026 – CK 02/05/2026 - $544,024.52 MAYOR/COUNCIL – PE 02/28/2026 – CK 02/05/2026 - $3,793.29 1 City Council Action Request 9.A. Meeting Date 2/18/2026 Department Community Development Agenda Category Action Item Title Yellow Tree Development - Site Plan Review, Planned Unit Development, Preliminary and Final Plat, Tax Abatement Staff Recommendation 1) Hold a public hearing for the tax abatement request by Yellow Tree Development. 2) Adopt Resolution 2026-032 approving the sale of Outlot B, Fratallone's Southpoint Ridge to East Point Apartments LLC and the purchase agreement for Outlot B, Frattalone’s Southpoint Ridge with East Point Apartments LLC. 3) Adopt Resolution 2026-030 approving the Preliminary Plat and Final Plat for Everwood 6th Addition. 4) Adopt Resolution 2026-031 approving the Planned Unit Development and Site Plan review for a 186-unit, six-story multi-family apartment building located on East Point Douglas Road South. 5) Approve the Stormwater Management Facilities Agreement; Encroachment Agreement, and Permanent Trail Access Agreement. 6) Adopt Resolution 2026-028 approving the Tax Abatement agreement between the City and East Point Apartments LLC. Budget Implication N/A Attachments 1. Yellow Tree CC Memo 2. Yellow Tree Resolution 2026-032 - Approving Sale and Purchase Agreement 3. Purchase Agreement Outlot B- clean 2-11-26 4. Yellow Tree Resolution 2026-030 - PP & FP 5. Yellow Tree Resolution 2026-031 - SP & PUD 6. Yellow Tree Civil Plans 7. Yellow Tree Architectural Plans 8. Yellow Tree Materials 9. Yellow Tree Applicant Narrative 10. Yellow Tree Everwood 6th PRELIMINARY PLAT 11. Yellow Tree East Everwood 6th FINAL PLAT 12. Yellow Tree Engineer Plan Review Memo 2025-11-18 13. YellowTree Ehlers Review Memo 2-10-26 14. Stormwater Management Facilities Agreement - City of Cottage Grove 2-11-26, v2 15. Encroachment Agreement - City of Cottage Grove 2-11-26, v2 16. Permanent Trail Access Easement clean 2-11-26 v2 2 17. Yellow Tree Resolution 2026-028 - Prop Tax Abatement 18. Yellow Tree Tax Abatement Agreement TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Pierret, Senior Planner Nate Carlson, Economic Development Manager DATE: February 11, 2026 RE: Yellow Tree Development - Site Plan Review, Planned Unit Development, Preliminary and Final Plat, Tax Abatement Proposal Yellow Tree Development has submitted planning applications for a Site Plan Review, Planned Unit Development (PUD), Preliminary Plat, and Final Plat for a proposed 186-unit market-rate apartment building to be located on East Point Douglas Road. Location Map Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 2 of 18 Review Schedule Application Received: October 29, 2025 Application Accepted: October 31, 2025 Planning Commission Meeting: December 15, 2025 City Council Meeting: February 18, 2026 120-Day Review Deadline: February 26, 2026 Background The subject site consists of two wooded, vacant parcels: Outlot D of the Everwood plat and Outlot B of Frattalone’s Southpoint Ridge. The site contains steep grades, increasing in elevation from East Point Douglas Road up to a vacant, city-owned parcel (Everwood Outlot C). A conservation easement in favor of the Minnesota Land Trust was established over what are now Outlots C and D of the Everwood addition in 1997. In 2007, in response to proposed development on the parcel, the Everwood plat was recorded , and the conservation easement on what is now Outlot D was partially vacated below the 860-elevation contour. No development, including structures or grading, may occur on site above the 860 contour. A trail easement running from the north property line to an area below the 860 contour remains in effect in favor of the Land Trust and the City of Cottage Grove. The easement documents reference a “Farm Road” that was originally on the property and still remains as a dirt path in some areas. The northerly 60 percent of the Farm Road must be maintained in a natural condition in its existing location while the lower 40 percent may be amended if development occurs ; however, pedestrian access shall still be provided to East Point Douglas Road. Site Conditions Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 3 of 18 The existing trail easement, recorded as Document Number 3674924, is the northerly 60 percent of the Farm Road. Trail Easement The 2007 development did not come to fruition; however, all future development must abide by the amended conservation easement development restrictions. There have been other development proposals on the property since 2007; however, none of these have been established. Planning Considerations Use The Applicant is proposing a market-rate apartment building consisting of 186 units. There is a high demand for multi-family housing provided by this project due to limited availability in the city. The 2024 Housing Needs Analysis completed by Maxfield Research and Consulting identified a strong demand for multi-family rental units in Cottage Grove. A 2.7 percent vacancy rate was documented within market-rate rental units when equilibrium is considered to be 5 percent. During Maxfield’s research period, the Norhart market -rate rental project was expected to begin construction; therefore, the recommendation was to hold on additional market-rate units. With the Norhart multi-family project being abandoned, those 299 proposed units are left unfilled and there is room in the market for the proposed 186 market-rate units. Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 4 of 18 The Maxfield study noted that three -bedroom units account for the highest proportion of market- rate units in Cottage Grove, which is dissimilar to other communities. The unit types proposed include studios to three bedrooms, with a majority of the units being a one-bedroom variety. The location is ideally situated for the proposed project given its proximity to the following: • Gateway North Shopping Center (grocery, restaurant, services, etc.) • Park Grove Library • Camels Hump Park • Access to transit options The proposed amenities include a sky lounge with roof deck, fitness center, yoga studio, work from home stations, and community rooms with kitchen and gaming areas. Outdoor amenities will include a pool and amenity deck with turf area for yard games, patio space, grilling stations, and a sauna. There will also be a trail connection established on site to connect to the City -owned property to the north within the established conservation easement. Amenity Areas Comprehensive Plan As part of the comprehensive planning process, state law requires cities in the seven-county met- ropolitan area to include standards, plans, and programs for providing adequate housing oppor - tunities to meet existing and projected local and regional housing needs. One of the primary goals in the Cottage Grove 2040 Comprehensive Plan is to provide a diverse mix of housing types that are needed to serve all income levels and stages in the life cycle. The proposed development fulfills this goal as it provides a rental housing option for the community where there is a docu - mented need for rental housing options, particularly one- and two-bedroom varieties. The pro- posed project also meets the following additional goals and policies found in the Comprehensive Plan: • The proposed development provides residential housing near economic centers. • The proposed development provides opportunities for alternative housing types that increase density and is responsive to the site and surrounding areas. Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 5 of 18 • Encourages the infilling of housing in urban areas that make more efficient use of existing infrastructure. • Provides opportunities for alternative housing types and patterns, such as planned unit devel- opments, mixed-uses, and other techniques that reduce development costs, increase density, and achieve projects that are flexible and responsive to the site and surroundings. Land Use and Zoning The 2040 Comprehensive Plan Land Use Plan guides the subject site as Mixed Use. The permit - ted density in this district is 20 to 40 units per acre. The proposed density of the project is in conformance with the district standard with 30.39 units per acre. The subject site is zoned Mixed Use, and apartment buildings are permitted uses in the district. Preliminary and Final Plat The submitted plat (Everwood 6th Addition) proposes to combine Everwood Outlot D (5.03 acres) and Frattalone’s Southpoint Ridge Outlot B (1.09 acres) into one 6.12 -acre parcel. The existing parcels are in two different plats and to combine land in different plats, a new plat must be recorded. Outlot B of Frattalone's Southpoint Ridge is owned by the City of Cottage Grove. The Applicant is proposing to purchase Outlot B from the City for access to the proposed apartment building on Outlot D due to site constraints, topography, and safety of proposed access points on the East Point Douglas curve. Staff is agreeable to the land sale provided the Applicant provides a trail connection from the East Point Douglas sidewalk to the existing trail easement that is a part of the existing conservation easement on Outlot D. No portions of Outlot B are within the conservation easement. Planned Unit Development The Planned Unit Development (PUD) is a zoning tool that provides additional flexibility for devel - opment that an underlying zoning district would not otherwise allow. For example, a PUD may make exceptions to setbacks, parking requirements, building height, etc. Due to site constraints , including the restriction on development above the 860 contour and site topography , the Applicant is proposing building height, building setback, parking lot setback, architectural material percentage, and parking ratio flexibility. In return for this flexibility, the Applicant will install a natural trail segment along the north side of the proposed parking lot creating a public pedestrian connection from the East Point Douglas sidewalk to the area beyond the 860 contour/conservation easement area. Additionally, architectural materials on the portions of the structure fa cing the street will exceed the minimum 65 percent Class 1 or 2 material percentage required. The proposed development meets or exceeds all other zoning code requirements. Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 6 of 18 Site Plan Review The Applicant is proposing to construct a six-story apartment building with four levels of residential and two levels of covered parking. Due to the existing trail easement and site constraints, the Applicant has requested that building setbacks and parkin g lot setbacks be reduced using the Planned Unit Development. The minimum setback for the building will be ten feet from the south and east property lines. A ten-foot setback ensures the building is not located in any drainage and utility easements. There are existing right-of-way parcels owned by the city and MnDOT that add a distance buffer from East Point Douglas Road to the proposed building on the east and south sides. The existing sidewalk and right-of-way width will provide an eight-foot-wide buffer from the sidewalk on the southwest side of the project area to a proposed retaining wall along the south - west property line. Lot Development Performance Standards *Proposed plans show a 77-foot building height to the top of the parapet of the proposed building. City Code Title 11-3-3 Height Limit Modifications, allows parapet walls to extend not more than three feet above the limiting height of the building. Parking and Site Access The Applicant is proposing one access to the site from East Point Douglas Road. The proposed access crosses onto city-owned property (Outlot B of Frattalone’s Southpoint Ridge). Given the proposed infrastructure over a city-owned lot, the Applicant shall take ownership of the additional lot and plat the two lots into one parcel. There will be space provided along the west side of the building for a firetruck turnaround using mountable curbs at the hardscaped building entrance. The submittal shows two parking spaces being used for the firetruck turnaround. This area must be marked as a designated fire lane per the Fire Marshal, which will result in the loss of some spaces on the east side of the parking lot. Lot Development Performance Standards Standard Mixed Use District Proposed Development Building Height 55 feet 74 feet* Corner Lot Setback on Front and Side Yard 20 feet 10 feet minimum Minimum Rear Yard Setback Abutting a Residential District 50 feet 142.1 feet Minimum side yard, interior lot line 10 feet 10 feet Parking Lot 20 Feet 13.7 feet Maximum Site Coverage 70% 32.0% Rear Yard abutting Residential 142.1’ Interior Side Yard 10’ Parking Lot 13.7’ Corner Lot Setback Front Yard 10’ Interior Side Yard 48.2” Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 7 of 18 Revised Fire Truck Turnaround City Code requires a minimum of 1.6 spaces per unit for apartment buildings or a total of 298 parking spaces for the proposed 186 dwelling units. The Applicant is requesting flexibility to re - duce the number of parking stalls onsite via the PUD. The site plan shows 3 8 surface parking stalls and 258 garage parking stalls for a total of 296 proposed stalls. To accommodate fire truck turning radius on the hardscaped area along the west side of the building, t wo parking spaces may be lost in this area to be ded icated as a fire lane. It is proposed to reduce the proposed parking to 294 total spaces and a parking ratio of 1.58 spaces per unit. The Applicant must submit updated parking calculations and show a fire lane prior to the issuance of a building permit. The garage parking stalls will be on two levels of the structure. The development is primarily (85 percent) composed of one bedroom style units. The proposed reduction in the required parking ratio is similar to the Legends of Cottage Grove and Roers Apartments , which had 1.2 and 1.5 spaces per unit respectively. Traffic Recent developments occurring along Hardwood Avenue (Aurilla Apartments, The View Apart - ments, Pizza Ranch, Chase Bank, and O2B Kids Daycare) and the future construction of the Roers Apartments at the end of East Point Douglas Road will contribute to the t raffic within this corridor. A traffic analysis was completed indicating no additional traffic improvements required to support full development of this corridor. Based on the ITE Trip Generation Manual, 11th Edition, it is estimated that the Roers and Yellow Tree projects combined would generate approximately 1,490 daily trips based on the proposed unit count. The current daily traffic volume on East Point Douglas Road is approximately 1,100 vehicles per day. The additional trips, combined with the current traffic, will total an estimated 2,600 vehicles per day. East Point Douglas Road capacity would be further evaluated if the trip counts were approaching 4,000-5,000 vehicles per day. In consideration of the fact that this parcel is the last remaining developable parcel along this corridor, East Point Douglas Road will not reach its design capacity with construction of this project. Studies of East Point Douglas Roa d and Hardwood Avenue found both roadways have sufficient capacity to handle the additional trips proposed. Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 8 of 18 Additionally, the study looked at the intersection of Hardwood Avenue and East Point Douglas Road, and upon review, the additional trips generated by these apartment buildings do not meet the warrants for an all-way stop control at this intersection at this time. The intersection could experience additional queuing during peak hours; however, the roadway is currently designed to accommodate the additional queuing. As with all areas of the community experiencing additional growth, staff continues to evaluate and analyze intersections and roadway corridors to ensure any required upgrades or improvements are being programmed into the City’s 5-year Capital Improvement Plan (CIP) for implementation as necessary. Site Lighting The Applicant is required to submit a lighting plan that identifies pole heights and lumen levels throughout the site. The submitted photometric plan proposes four LED parking lot light poles, four architectural downlights along the southwest sidewalk, and three wall mounted lights above the two exterior doors and the garage entrance. Per City Code, any lighting shall be directed away from any adjoining residential property or from the public streets and be compatible with adjacent lighting in adjoining districts. The Applicant is required to update their photometric plan to show lumens at all property lines and ensure all measurements are 0.5-foot candles or less at property lines abutting residential zones and uses prior to the issuance of a building permit. Tree Preservation and Mitigation City code requires mitigation if more than 40 percent of the existing qualifying trees on site are removed as part of the development process. Due to the conservation easement restriction on tree removal above the 860 contour line, a significant number of trees will be protected on -site. There are 4,023 qualifying tree inches on site. The Applicant has proposed to remove 906 quali- fying inches, or 22.5 percent of all qualifying inches; therefore, mitigation is not required. Tree Removal and Preservation Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 9 of 18 *Ornamental trees count towards the deciduous tree calculation at a two to one ratio Landscaping The Applicant has submitted a detailed landscaping plan. The City’s Zoning Code requires one tree per 40 linear feet of site perimeter. With 1,991 linear feet of site perimeter, a total of 50 trees is required to be planted on site. Of these 50 trees, 30 percent or 15 of them, must be coniferous trees. Shrubs must be planted on site at a ratio of one per five linear feet of site perimeter ; therefore, 398 shrubs are required on site. The minimum landscaping requirements are shown in the table below. Parking lots with more than 25 spaces shall contain interior landscaped islands making up at least 8 percent of the parking lot size area. The proposed parking lot contain s landscaped bump-outs that equal 15.9 percent landscaped area. Two right of way parcels owned by the City of Cottage Grove and MnDOT abut the property on the east and south sides respectively. These parcels currently have brush and overgrowth present with some trees of significance. To meet City Code requirements to maintain property to the back of curb, the Applicant will be responsible for thinning the overgrowth and brush on these parcels. The eastern parcel owned by the City will be overseeded to ensure vegetative growth due to steep slopes where sod would not likely survive. The southern parcel owned by MnDOT must be sodded and irrigated to the back of the sidewalk along East Point Douglas Road. The developer will be responsible for long term maintenance of the southern parcel owned by MnDOT. As a condition of approval, planning staff shall review and approve a final landscaping plan prior to the issuance of a building permit. Proposed Landscaping Type Amount Overstory Deciduous Trees 30 Ornamental Trees 4* Coniferous Trees 18 Total 50 Shrubs 405 Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 10 of 18 Architecture The Applicant has provided architectural plans using brick, cultured stone, glass, burnished block, and metal panels around the building. Northeast Rendering Southeast Rendering Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 11 of 18 South Corner The City’s Zoning Code requires an apartment to utilize three Class 1 materials as outlined in the City’s Code and be composed of at least 65 percent Class 1 or 2 materials. Class 1 and 2 mate - rials include the following: Class 1 o Fired clay face brick. o Natural stone, synthetic or cultured stone. o Transparent glass, opaque or mirror window panels. Class 2 • Concrete brick • Masonry stucco/synthetic stucco. • Specialty concrete block such as textured, burnished block or rock faced block. • Tile Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 12 of 18 The Applicant has requested flexibility in the percentage of Class 1 and 2 materials via the PUD. The Applicant would utilize 61 percent Class 1 and 2 materials on the building. The Applicant has given consideration to the look of the building from East Point Douglas Road by ensuring over 65 percent of materials on the street-facing portions of the building will be composed of Class 1 materials. The proposed reduction in Class 1 and 2 materials is similar to the Roers project ap - proved in 2024, which allowed 61 percent Class 1 and 2 materials with consideration given to ensure 65 percent of materials facing Highway 61 were Class 1 or 2. Southeast Wall Materials (Street Facing) Class 1 - Brick 10.9% Class 1 – Cast Stone 38.8% Class 1 – Glazing 25.3% Total Class 1 75% Class 3 – Fiber Cement 23.5% Class 3 – Metal Panel 1.5% Total Class 3 25% Title 11-1-3 of the City Code defines building height as “The vertical distance from the average elevation of the adjoining ground level, or the established grade adjacent to the building, which - ever is lower, to the top of the roof.” The maximum permitted height in the Mixed-Use District is 55 feet. Due to site topography, the Applicant designed the building so that the front of the building will have more wall face exposed than the rear of the building where the structure will be con - structed into the hillside. The building is proposed to be 77 feet tall from the lowest adjacent grade to the top of the parapet. Three feet of parapet height may be subtracted from total height resulting in a total height of 74 feet. Due to the changing adjacent grades around the structure, the shortest portion of the building as measured from lowest adjacent grade will be 45 feet in height. East Elevation The proposed height of the building would generally be similar to the west side of the Legends of Cottage Grove across East Point Douglas Road, which is 73 feet in height to the top of the gabled roof. The increased height is proposed to be approved via the Planned Unit Development. Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 13 of 18 Sidewalk and Trails An existing unpaved natural trail runs through the center of the parcel connecting East Point Douglas Road to Aspen Cove to the north. There is an existing trail easement that is part of the conservation easement established in favor of the City and Minnes ota Land Trust in 2007 that cannot be amended. The intent of the easement was to facilitate a pedestrian connection from East Point Douglas Road northwards over a historic unpaved Farm Road, up the hillside to an overlook point established in the conservation easement. The trail continues to Aspen Cove. As part of the development project, the Applicant is proposing to reconfigure the connection to East Point Douglas Road to the west side of the property by installing a light -gravel trail segment along the rear of the proposed building and parking areas. The portion of the existing trail ou tside of the recorded easement may be reconfigured per the Land Trust. The Land Trust is aware of the proposed reconfiguration and supports the proposal. The trail segment within the easement will remain unpaved as recommended by the Land Trust. The Land Trust has reviewed the proposed trail configuration proposed grading within the trail easement and did not have any issues with the proposal. The Applicant shall place an easement over the trail corridor on the final plat and enter into a Trail Maintenance Agreement with the City. The submitted plans also show an internal sidewalk system that connects to the existing sidewalk on East Point Douglas Road. Trail Segments per Conservation Easement Legends of Cottage Grove – West Elevation Heights Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 14 of 18 Pedestrian Plan To access areas off-site, pedestrians will utilize the existing sidewalk on East Point Douglas Road to get to the pedestrian trail along Hardwood Avenue. There are not marked pedestrian crossings at the East Point Douglas and Hardwood intersection nor at the Hardwood Avenue and Harkness Avenue intersection due to sight line restrictions and safety concerns. A marked pedstrian crossing will not be added at East Point Douglas and Hardwood because it could give pedestrians a false sense of security that crossing there would be safe. As part of the installation of a new traffic signal at Hardwood Avenue and Hardwood Court in 2025 the pedestrian ramps and painted crosswalk lines were removed at Hardwood and Harkness to encourage safe crossings at the new signal. Adding a trail behind Kohls to shorten the travel distance for pedestrians is not an option at this time due to steep grades that would make constructing an ADA accessible pathway difficult. Crossing East Point Douglas from the proposed development to the Kohls area is also unsafe due to sight line distances at the curve. Staff will continue to review pedestrian patterns in the area as development is established. Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 15 of 18 Off-Site Pedestrian Connectivity Park Land and Open Space A minimum of 10 percent of the developable land area shall be required to provide residents with public recreation facilities (0.61 acres for this project), including parks and open spaces, as a part of development projects per City Code Title 10 -4-3. The City’s Comprehensive Plan shows a recreation trail connection across the parcel connecting East Point Douglas Road to Camels Hump Park. The Applicant has proposed to construct a natural trail connection in compliance with the Comprehensive Plan and conservation easement. The existing trail easement and conserva- tion easement are credited towards 10 percent of land needed. The total area of conservation easement plus trail easement equals 1.25 acres; therefore, park dedication requirements are met. Utilities The subject property is located within the Metropolitan Urban Service Area (MUSA). The devel - opment is planned to connect to available sanitary sewer and watermain stubs located within East Point Douglas Road. Grading and Stormwater The site grading for the project is proposed to meet the requirements established by the State, Watershed District, and the City’s Surface Water Management Plan. The development’s storm - water management plan calls for the construction of a private undergro und stormwater manage- ment system within the parking lot. Additionally, the Applicant is proposing to construct a biofiltration basin along the south side of the site. The underground system and the biofilter will be privately owned and maintained; therefore, a private maintenance agreement will be required Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 16 of 18 to be executed and recorded with the property. Treated stormwater runoff from the site will dis - charge into existing City storm sewer infrastructure in the southwest area of the site. Due to the nature of the site, the building will be constructed into the hillside , and retaining walls, as high as approximately 15 feet, are proposed around the building. Staff has requested that the Applicant provide additional details regarding retaining wall construction materials and methods. Additional engineering analysis will be completed when those details have been provided. Area Charges The Applicant will be responsible for paying all associated Area Charges for Outlot D Everwood. Area Charges for Outlot B Frattalone’s Southpoint Ridge were paid at the time of platting in 2007. Neighborhood Meeting A neighborhood meeting at the Legends Apartments is scheduled for February 26, 2026. Representatives from Yellow Tree and the City will be in attendance to discuss the project and answer questions. Public Hearing Notices Notices announcing the Planning Commission public hearing were published in the St. Paul Pioneer Press and mailed to 11 property owners within 500 feet of the proposed development property on December 3, 2025. Planning Commission Meeting The City’s Planning Commission reviewed and held a public hearing for the request at their December 15, 2025, meeting. There were no residents that participated in the public hearing. The Planning Commission asked questions about the Planned Unit Development rationale, traffic impacts, and pedestrian connectivity and safety. The Planning Commission voted 3-to-1 to recommend the City Council approve the requests. Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 17 of 18 Tax Abatement in Support of Housing Request The City received a public financial assistance request from Yellow Tree Development for the proposed development. Since the project does not qualify for Tax Increment Financing because they are building market rate units and the site is vacant with no bli ghted buildings, it would not qualify as a redevelopment project; therefore, they are requesting assistance in the form of an Abatement of the City’s portion of the taxes. Construction is anticipated to cost approximately $45,646,074 or $245,409 per unit. The developer cited a financial gap in their financial projections for the project and requested that the City abate 10 years of their portion of the taxes. The present value of 10 years of abatement is $1,241,000 at 5.50%. Ehlers has reviewed the request and supports the use of tax abatement for this project. The proposed structure of the abatement is to have higher amounts of the gross abatement being dedicated to the development in the earlier years and tapering off in the later years , which is referenced in the chart below. Based on a review of the current budget, proforma, and abatement projections, the proposed development would require 10 years of abatement with a principal or present value of the abatement being no more than $1,241,000. A “lookback” provision has been negotiated to ensure the public assistance was set at an appropriate level and to right-size the Abatement Note prior to delivery. The cost-based lookback would include a two-to-one reduction in abatement assistance principal if the actual total development costs are below the cost presented by the developer with a $100,000 buffer. An agreement has been drafted and signed by the developer including the lookback provision. Honorable Mayor, City Council, and Jennifer Levitt Yellow Tree Development – SP/PUD/PP/FP 2025-030 February 11, 2026 Page 18 of 18 Recommendations The City Council is recommended to take the following actions: 1. Hold a public hearing for the tax abatement request by Yellow Tree Development 2. Adopt Resolution 2026-032 approving the sale of Outlot B Frattalone’s Southpoint Ridge to East Point Apartments LLC and the purchase agreement for Outlot B, Frattalone’s Southpoint Ridge to East Point Apartments LLC. 3. Adopt Resolution 2026-030 approving the Preliminary Plat and Final Plat for Everwood 6th Addition. 4. Adopt Resolution 2026-031 approving the Planned Unit Development and Site Plan review for a 186-unit, six-story multi-family apartment building located on East Point Douglas Road South. 5. Approve the Stormwater Management Facilities Agreement, Encroachment Agreement, and Permanent Trail Access Agreement 6. Adopt Resolution 2026-028 approving the Tax Abatement Agreement between the City and East Point Apartments LLC Attachments A. Civil Plans B. Architectural Plans C. Preliminary Plat D. Final Plat E. Bolton & Menk Review Memorandum dated November 18, 2025 F. Purchase Agreement for Outlot B Frattalone’s Southpoint Ridge G. Stormwater Management Facilities Agreement H. Encroachment Agreement I. Permanent Trail Access Agreement J. Tax Abatement Agreement CITY OF COTTAGE GROVE WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION 2026-032 A RESOLUTION APPROVING THE SALE OF PROPERTY TO EAST POINT APARTMENTS LLC FOR DEVELOPMENT PURPOSES WHEREAS, the City of Cottage Grove (“City”) desires to sell approximately 1.1 acres of property to East Point Apartments LLC, a Minnesota limited liability company (“Developer”), for the purpose of development of certain real property legally described as Outlot B, Frattalone Southpoint Ridge, Washington County, Minnesota (“Property”); and WHEREAS, Developer desires to purchase the Property, pursuant to a Purchase Agreement by and between the City and Developer (“Purchase Agreement”), for a multi- family rental development and uses incidental thereto; and WHEREAS, the Purchase Agreement describes and articulates the sale of the Property to Developer and Developer agrees to accept the terms of the sale; and WHEREAS, on February 18, 2026, the City held a hearing on the sale of the Property and the City considered all of the information presented at the hearing. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Cottage Grove as follows: 1. The sale of the Property to the Developer, or its assigns, is in the public interest of the City and its people, furthers its general plan of economic development ; and the appropriate officials are authorized to take such action so as to effectuate such sale . 2. The City approves the Purchase Agreement, subject to minor modification as approved by the City Attorney, and the appropriate officials are authorized to take such action as to effectuate its execution and implementation. Adopted this 18th day of February, 2026. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk PURCHASE AGREEMENT THIS PURCHASE AGREEMENT (this “Agreement”) is entered into as of __________ 2026 (the “Effective Date”), by and between the City of Cottage Grove, a Minnesota municipal corporation (“City”), and East Point Apartments LLC, a Minnesota limited liability company (“Buyer”). RECITALS Recital No. 1. City is the owner of certain real property located in Cottage Grove, Washington County, Minnesota, legally described on Exhibit A (“Property”), attached hereto and incorporated herein by reference. Recital No. 2. Buyer desires to purchase the Property from City. Recital No. 3. City will sell the Property to Buyer on the terms and conditions of this Agreement. Recital No. 4. City believes that the sale of the Property pursuant to and in general fulfillment of this Agreement is in the vital and best interests of the City, will promote the health, safety, morals, and welfare of its residents, and will be in accord with the public purposes and provisions of the applicable State and local laws and requirements. NOW, THEREFORE, in consideration of the covenants and the mutual obligations contain herein, the parties hereby covenant and agree with each other as follows: 1. Sale. 1.1. Sale. Subject to the terms and provisions of this Agreement, City shall sell the Property to Buyer, and Buyer shall purchase the Property from City. 1.2. Purchase Price. The purchase price to be paid by Buyer to City for the Property shall be Twenty-Four Thousand no/100 Dollars ($24,000.00) (the “Purchase Price”) payable as follows: (a) Five Thousand and no/100 Dollars ($5,000.00), as earnest money (“Earnest Money”), to be paid to DCA Title, 750 Main Street, Suite 280, Mendota Heights, MN 55118 (“Title”) within 5 business days of execution this Agreement; and (b) the balance on the Closing Date subject to those adjustments, prorations and credits described in this Agreement, in cash or certified funds or by wire transfer pursuant to instructions from City or Title. The Closing will occur via escrow with Title, unless otherwise agreed to by the parties. 2. Available Surveys, Tests, and Reports. Within five (5) days of the Effective Date, City shall cause to be delivered to Buyer (a) copies of any surveys, soil tests, environmental reports, and any other studies and/or site analyses previously conducted on the Property and in the possession of City, and (b) copies of existing title work for the Property and in the possession of City (the “Due Diligence Materials”). City makes no representations or warranties regarding the accuracy of the Due Diligence Materials. If Buyer so requests, City shall request the preparers of any such surveys, soil tests, environmental reports, and any other studies and/or site analyses to re-issue or re-certify the same for the direct benefit of Buyer, at Buyer’s expense except as otherwise provided in this Agreement, so that Buyer may rely on such site analyses or surveys as if prepared for Buyer in the first instance, but City makes no representation as to whether any such reissuance or recertification will be available. 3. Buyer’s Investigations. Up to the Closing Date, City shall allow Buyer and Buyer’s agents access to the Property without charge and at all times for the purpose of Buyer’s investigation and testing of the Property, including surveying and testing of soil and groundwater (“Buyer’s Investigations”); provided, however, Buyer shall not perform any invasive testing unless (a) City gives its prior written approval of Buyer’s consultant that will perform the testing, which approval shall not be unreasonably withheld, conditioned or delayed, and (b) Buyer gives City reasonable prior notice of such testing. City shall have the right to accompany Buyer during any of Buyer’s Investigations of the Property. Buyer shall provide to City copies of all third-party, non-confidential written test results and reports conducted as part of Buyer’ Investigations without any recourse to or warranty of Buyer or any third party preparing any such report, and provided that such materials shall only be delivered to City to the extent permitted by the third party preparing such report and at no additional cost to Buyer. City shall use and rely on such materials delivered to it by Buyer at its own risk and peril. Nothing in this Agreement shall require Buyer to deliver to City any proprietary information related to Buyer’s business, such as funding applications and market studies. Except as otherwise provided herein, Buyer agrees to pay all of the costs and expenses associated with Buyer’s Investigations, to cause to be released any lien on the Property arising as a result of Buyer’s Investigations and to repair and restore, at Buyer’ expense, any damage to the Property caused by Buyer’s Investigations. Buyer shall indemnify and hold City and the Property harmless from all costs and liabilities, including, but not limited to, reasonable attorneys’ fees, arising from Buyer’ Investigations (but excluding any matters to the extent they result from the negligence or willful misconduct of City or its representatives, or the discovery of any pre-existing condition on the Property). The indemnification obligations provided herein shall survive the termination or cancellation of this Agreement. If this Agreement is terminated based upon any environmental condition as herein provided, and City requests, Buyer shall give City copies of any and all environmental reports obtained by Buyer, if any, without any recourse to or warranty of Buyer or any third party preparing any such report, and provided that such materials shall only be delivered to City to the extent permitted by the third party preparing such report and at no additional cost to Buyer. City shall use and rely on such materials delivered to it by Buyer at its own risk and peril. 4. Insurance; Risk of Loss. City assumes all risk of destruction, loss or damage to the Property prior to the Closing Date. If, prior to the Closing Date, all or any portion of the Property or access thereto is condemned, taken by eminent domain, or damaged by cause of any nature, City shall immediately give Buyer written notice of such condemnation, taking or damage. After receipt of written notice of such condemnation, taking or damage (from City or otherwise), Buyer shall have the option (to be exercised in writing within thirty (30) days of receipt of such written notice from City) either (a) to require City to (i) convey the Property at Closing (as defined in Section 6) to Buyer in its damaged condition, upon and subject to all of the other terms and conditions of this Agreement without reduction of the Purchase Price, (ii) assign to Buyer at Closing all of City’s right, title and interest in and to any claims City may have to insurance proceeds, condemnation awards and/or any causes of action with respect to such condemnation or taking of or damage to the Property or access thereto, and (iii) pay to Buyer at Closing by certified or official bank check all payments made prior to the Closing Date under such insurance policies or by such condemning authorities, or (b) to terminate this Agreement by giving written notice of such termination to City, whereupon this Agreement shall be terminated, the Earnest Money shall be refunded to Buyer and thereafter neither party shall have any further obligations or liabilities to the other, except for such obligations as survive termination of this Agreement. If the right to terminate this Agreement is not exercised in writing within such thirty (30) day period, such right shall be deemed to have been waived. City shall not designate counsel, appear in, or otherwise act with respect to the condemnation proceedings without Buyer’ prior written consent, which consent shall not be unreasonably withheld. 5. Contingencies. 5.1. Buyer’s Contingencies. A. Unless waived by Buyer in writing, Buyer’s obligation to proceed to Closing shall be subject to (a) performance by City of its obligations hereunder, (b) the continued accuracy of City’s representations and warranties provided in Section 9.1, and (c) Buyer’s satisfaction, in Buyer’s sole discretion, as to the contingencies described in this Section 5.1 within the time periods set forth below: (1) On or before the Closing Date, Buyer shall have determined, in its sole discretion, that it is satisfied with (a) the results of and matters disclosed by Buyer’s Investigations, surveys, soil tests, engineering inspections, hazardous substance and environmental reviews of the Property and (b) all other inspections and due diligence regarding the Property, including any Due Diligence Materials. If Buyer has not terminated this Agreement on or before the Closing Date, the contingency set forth in this paragraph shall be deemed waived. (2) On or before the Closing Date, Buyer shall have determined the acceptability of the Property for its intended use and incidental uses thereto (collectively, the “Proposed Use”). All costs and expenses related to applying for and obtaining any governmental permits and approvals for the Property for the Proposed Use shall be the responsibility of the Buyer. If Buyer has not terminated this Agreement on or before the Closing Date, the contingency set forth in this paragraph shall be deemed waived. (3) On or before the Closing Date, Buyer shall have obtained all appropriate approvals and permits necessary for the Proposed Use on the Property, which approvals may include, without limitation, access permits, signage permits, building permits, required licenses (the “Approvals”). All costs and expenses related to the preparation of any documentation necessary to create any plans, specifications or the like shall be the responsibility of the Buyer. (4) On or before the Closing Date, Buyer shall have obtained all Land Use Entitlements. “Land Use Entitlements” means planning applications, including but not limited to, Plat, Site Plan, and Rezoning Approvals, obtained by Buyer for the Proposed Use. (5) On or before the Closing Date, and without limitation of the terms of Sections 5.1(A)(1), 5.1(A)(2), 5.1(A)(3) and 5.1(A)(4), Buyer shall be satisfied that they may develop the Property in accordance with a site plan, architectural plan, building plan, grading and drainage plan and other plans and specifications satisfactory to Buyer in their sole discretion. (6) On or before the Closing Date, Buyer shall have satisfied themselves, in Buyer’s sole discretion, that access to and from roads and the Property is adequate for the Proposed Use, including without limitation, access to the Property from the adjacent road, median cuts and curb cuts. (7) On or before the Closing Date, Buyer shall have satisfied themselves, in Buyer’s sole discretion, that water and gas mains, electric power lines, sanitary and storm sewers and other utilities are available to the Property and are adequate for the Proposed Use, such that only service lines must be extended to service the Property for water, gas, electric, sanitary and storm sewer and other utilities. (8) On or before the Closing Date, City shall have obtained releases of the Property from any and all mortgages or other monetary liens affecting any of the Property. (9) On or before the Closing Date, Buyer shall have determined that it is satisfied with the books and records in City’s possession, if any, including site plans, surveys, engineering or environmental reports associated with the Property. (10) On or before the Closing Date, Buyer shall have secured financing, if any, that is satisfactory to Buyer in Buyer’s sole discretion for the purpose of acquiring and constructing the Proposed Use. (11) On or before the Closing Date, Buyer may obtain a Survey for the Property, at its sole cost. (12) On or before the Closing Date, Buyer shall have approved the forms of all closing documents. (13) City shall have performed and satisfied all agreements, covenants and conditions required pursuant to this Agreement to be performed and satisfied by City prior to the Closing Date. (14) All representations and warranties of City contained in this Agreement shall be accurate as of the Closing Date. (15) On or before the Closing Date, Buyer shall have acquired Lot D, Everwood Subdivision (PID: 08.027.21.33.0053) (“Adjacent Parcel”). (16) Before City will issue any grading or building permits, Buyer shall receive final of the approval from the City to record a plat, which includes the Property and the Adjacent Parcel. The foregoing contingencies are for Buyer’s sole and exclusive benefit and one (1) or more may be waived in writing by Buyer in its sole discretion. City shall reasonably cooperate with Buyer’s efforts to satisfy such contingencies, at no out of pocket cost to City or assumption of any obligation or liability by Buyer except as otherwise provided herein. Buyer shall bear all cost and expense of satisfying Buyer’s contingencies. If any of the foregoing contingencies have not been satisfied on or before the applicable date, then this Agreement may be terminated, at Buyer’s option, by written notice from Buyer to City. Such written notice must be given on or before the applicable date, or Buyer’s right to terminate this Agreement pursuant to this Section shall be waived. If Buyer terminates this Agreement pursuant to this Section on or before the applicable date, the Earnest Money shall immediately be refunded to Buyer. Upon termination, neither party shall have any further rights or obligations against the other regarding this Agreement or the Property, except for such obligations as survive termination of this Agreement. B. If Buyer elects not to exercise any of the contingencies set out herein, such election may not be construed as limiting any representations or obligations of City set out in this Agreement, including, without limitation, any indemnity or representations with respect to environmental matters. 5.2. City’s Contingencies. City’s obligation to proceed to Closing shall be subject to the satisfaction, on or prior to the Closing Date, of each of the following conditions: A. On or before the Closing Date, City shall approve the sale of the Property. B. On or before the Closing Date, Buyer shall have acquired the Adjacent Parcel. C. On or before the Closing Date, Buyer shall have received Approvals and Land Use Entitlements. D. Buyer shall have performed and satisfied all agreements, covenants and conditions required pursuant to this Agreement to be performed and satisfied by Buyer prior to the Closing Date. E. All representations and warranties of Buyer contained in this Agreement shall be accurate as of the Closing Date. F. There shall be no uncured default by Buyer of any of its obligations under this Agreement beyond the notice and cure period set forth in Section 13 as of the Closing Date, not otherwise waived by City. If any contingency contained in this Section 5.2 has not been satisfied on or before the date described herein, and if no date is specified, then the Closing Date, then this Agreement may be terminated by written notice from City to Buyer. If termination occurs all documents deposited by Buyer shall be immediately returned to Buyer, and all documents deposited by City shall be immediately returned to City and neither party will have any further rights or obligations with respect to this Agreement or the Property, except for such obligations that survive termination of this Agreement. If City terminates this Agreement pursuant to this Section, the Earnest Money shall be retained by City. All the contingencies in this Section 5.2 are specifically for the benefit of City, and City shall have the right to waive any contingency in this Section 5.2 by written notice to Buyer. 6. Closing. The closing of the purchase and sale contemplated by this Agreement (the “Closing”) shall occur on or before February 18, 2027, unless otherwise agreed to by the parties (the “Closing Date”). City agrees to deliver legal and actual possession of the Property to Buyer on the Closing Date. 6.1. City’s Closing Documents and Deliveries. On the Closing Date, City shall execute and/or deliver, as applicable, to Buyer the following: A. Quit Claim Deed. A quit claim deed conveying title to the Property to Buyer, free and clear of all encumbrances, except the Permitted Encumbrances (the “Deed”). B. Bring Down Certificate. City shall provide Buyer with a certificate recertifying that the representations and warranties of City contained in this Agreement are true and correct as of the Closing Date. C. FIRPTA Affidavit. An affidavit of City certifying that City is not a “foreign person,” “foreign partnership,” foreign trust,” “foreign estate” or “disregarded entity” as those terms are defined in Section 1445 of the Internal Revenue Code of 1986, as amended. D. Settlement Statement. A settlement statement with respect to this transaction. E. Copies of Resolutions. City shall provide Buyer with copies of the resolutions for the various City and/or City public meetings showing City and/or various City commissions and/or councils have approved this transaction, Buyer’ CUP, Buyer’ site plan, zoning, and such other governmental approvals as may be required for Buyer’ Proposed Use. F. General Deliveries. All other documents reasonably to be necessary to transfer the Property to Buyer and to evidence that City (a) has satisfied all monetary indebtedness with respect thereto, (b) has obtained such termination statements or releases from such secured creditors as may be necessary to ensure that the Property is subject to no monetary liens, (c) has obtained all consents from third parties necessary to effect City’s performance of the terms of this Agreement, including, without limitation, the consents of all parties holding an interest in the Property, (d) has provided such other documents as are reasonably determined by Title to be necessary to issue policies of title insurance to Buyer with respect to the Property with the so-called “standard exceptions” deleted, and (e) has duly authorized the transactions contemplated hereby. 6.2. Buyer Closing Documents and Deliveries. On the Closing Date, Buyer shall execute and/or deliver, as applicable, to City the following: A. Payment of Purchase Price. The Purchase Price, in accordance with the terms of Section 1.2. B. Bring-Down Certificate. A certificate dated as of the Closing Date, signed by an authorized officer of Buyer, certifying that the representations and warranties of Buyer contained in this Agreement are true as of the Closing Date. C. Settlement Statement. A settlement statement with respect to this transaction. D. General Deliveries. All other documents reasonably determined to be necessary to evidence that Buyer has duly authorized the transactions contemplated hereby and evidence the authority of Buyer to enter into and perform this Agreement and the documents and instruments required to be executed and delivered by Buyer pursuant to this Agreement, or may be required of Buyer under applicable law, including any purchaser’s affidavits or revenue or tax certificates or statements. 7. Prorations. City and Buyer agree to the following prorations and allocation of costs regarding this Agreement: 7.1. Real Estate Taxes and Special Assessments. General real estate taxes applicable to any of the Property due and payable in the year of Closing shall be prorated between City and Buyer on a daily basis as of 12:00 a.m. CT on the Closing Date based upon a calendar fiscal year, with City paying those allocable to the period prior to the Closing Date and Buyer being responsible for those allocable to the Closing Date and subsequent thereto. City shall pay in full all special assessments (and charges in the nature of or in lieu of such assessments) certified, levied, pending, postponed or deferred, or constituting a lien against the Property with respect to any of the Property as of the Closing Date. Buyer shall be responsible for any special assessments that are levied or become pending against the Property after the Closing Date, including, without limitation, those related to Buyer’s development of the Property. 7.2. Title Evidence and Survey Costs. City shall pay all costs of the Commitment with respect to the Property. Buyer will pay all costs of the Survey, if any, and all premiums for any title insurance policy it desires with respect to the Property. 7.3. Recording Costs. City shall pay the cost of recording all documents necessary to cure any Objections, as hereinafter defined. Buyer shall pay all recording costs with respect to the recording of the Deed and any related development and planning documents, and for the recording of any mortgage required by Buyer, if any, and any mortgage registration tax, if any. 7.4. Transfer Taxes. City shall pay all state deed tax regarding the Deed. 7.5. Utilities. All utility expenses, including water, fuel, gas, electricity, sewer and other services furnished to or provided for the Property, if any, shall be prorated between City and Buyer on a daily basis as of the Closing Date, with City paying those allocable to the period prior to the Closing Date and Buyer being responsible for those allocable to the Closing Date and subsequent thereto. 7.6. Attorneys’ Fees. City and Buyer shall each pay its own attorneys’ fees incurred in connection with this transaction, except as otherwise specifically set forth in this Agreement. 7.7. Survival. The obligations set forth in this Section 7 survive the Closing. 8. Title Examination. (i) within a reasonable time following the Effective Date, City shall obtain a commitment for an owner’s title insurance policy (ALTA Form 2006) for the Property, and copies of all encumbrances described in the commitment (the “Commitment”); and, if desired, (ii) by the Closing Date, Buyer may at its sole option obtain, at Buyer’s expense, an ALTA-certified survey bearing the legal description of the Property, and showing the area, dimensions and location of the Property and the matters shown in the Commitment (the “Survey” and, together with the Commitment, the “Title Evidence”). 8.1. Buyer’s Objections. Within ten (10) days after Buyer’s receipt of the last of the Title Evidence, Buyer may make written objections (“Objections”) to the form or content of the Title Evidence. The Objections may include, without limitation, any easements, restrictions or other matters which may interfere with the Proposed Use of the Property or matters which may be revealed by the Survey. Any matters reflected on the Title Evidence which are not objected to by Buyer within such time period or waived by Buyer in accordance with Section 8.2(B) shall be deemed to be permitted encumbrances (“Permitted Encumbrances”). Notwithstanding the foregoing, the following items shall be deemed Permitted Encumbrances: (a) Covenants, conditions, restrictions (without effective forfeiture provisions) and declarations of record which do not interfere with the Proposed Use, if any; (b) Reservation of minerals or mineral rights by the State of Minnesota, if any; (c) Utility and drainage easements which do not interfere with the Proposed Use; and (d) Applicable laws, ordinances, and regulations. Buyer shall have the renewed right to object to the Title Evidence as the same may be revised or endorsed from time to time. 8.2. City’s Cure. City shall be allowed twenty (20) days after the receipt of Buyer’s Objections to cure the same but shall have no obligation to do so. If such cure is not completed within said period, or if City elects not to cure such Objections, Buyer shall have the option to do any of the following: A. Terminate this Agreement with respect to all of the Property. B. Waive one or more of its objections and proceed to Closing. If Buyer so terminates this Agreement, neither City nor Buyer shall be liable to the other for any further obligations under this Agreement (except for such obligations as survive termination of this Agreement) and the Earnest Money shall be refunded to Buyer. 9. Warranties and Representations. 9.1. By City. City warrants and represents the following to Buyer, and acknowledges that Buyer has relied on such representations and warranties in agreeing to enter into this Agreement: A. This Agreement has been duly executed and delivered and constitutes the legal, valid and binding obligation of City enforceable in accordance with its terms. City has been duly formed under the laws of the State of Minnesota and is in good standing under the laws of the jurisdiction in which the Property is located, is duly qualified to transact business in the jurisdiction in which the Property is located, and has the requisite power and authority to enter into and perform this Agreement and the documents and instruments required to be executed and delivered by City pursuant hereto. This Agreement and the documents and instruments required to be executed and delivered by City pursuant hereto have each been duly authorized by all necessary action on the part of City and such execution, delivery and performance does and will not conflict with or result in a violation of City’s organizational agreement or any judgment or order. B. The execution, delivery and performance by City of this Agreement will not (a) violate any provision of any law, statute, rule or regulation or any order, writ, judgment, injunction, decree, determination or award of any court, governmental agency or arbitrator presently in effect having applicability to City, or (b) result in a breach of or constitute a default under any indenture, loan or credit agreement or any other agreement, lease or instrument to which City is a party or by which it or any of its properties may be bound. C. To City’s knowledge, except as contemplated herein, no order, consent, approval, license, authorization or validation of, or filing, recording or registration with, or exemption by, any governmental or public body or authority, or any other entity, is required on the part of City to authorize, or is required in connection with, the execution, delivery and performance of, or the legality, validity, binding effect or enforceability of, this Agreement. D. To City’s knowledge, there are no actions, suits or proceedings pending or threatened against or affecting City or any of its properties, before any court or arbitrator, or any governmental department, board, agency or other instrumentality which in any of the foregoing (a) challenges the legality, validity or enforceability of this Agreement, or (b) if determined adversely to City, would have a material adverse effect on the ability of City to perform its obligations under this Agreement. E. City has not received written notice, and has no knowledge, of (a) any pending or contemplated annexation or condemnation proceedings, or purchase in lieu of the same, affecting or which may affect all or any part of the Property, (b) any proposed or pending proceeding to change or redefine the zoning classification of all or any part of the Property, (c) any proposed changes in any road patterns or grades which would adversely and materially affect access to the roads providing a means of ingress or egress to or from all or any part of the Property, or (d) any uncured violation of any legal requirement, restriction, condition, covenant or agreement affecting all or any part of the Property or the use, operation, maintenance or management of all or any part of the Property. F. To City’s knowledge, there are no wells, underground or above ground storage tanks of any size or type, or sewage treatment systems located on any portion of the Property. To City’s knowledge, there has been no methamphetamine production on or about any portion of the Property. To City’s knowledge, the sewage generated by the Property, if any, goes to a facility permitted by the Minnesota Pollution Control Agency and there is no “individual sewage treatment system” (as defined in Minnesota Statutes § 115.55, Subd. 1(g)) located on the Property. G. City is not a “foreign person,” “foreign corporation,” “foreign trust,” “foreign estate” or “disregarded entity” as those terms are defined in Section 1445 of the Internal Revenue Code. H. To City’s knowledge, except as may be disclosed as part of the Due Diligence Materials, (i) no condition exists on the Property that may support a claim or cause of action under any Environmental Law (as defined below) and there are no Hazardous Substances (as defined below) on the Property, (ii) there has been no release, spill, leak or other contamination or otherwise onto the Property, and (iii) there are no restrictions, clean ups or remediation plans regarding the Property. To City’s knowledge, except as may be disclosed as part of the Due Diligence Materials, there is no buried waste or debris on any portion of the Property. “Environmental Law” shall mean (a) the Comprehensive Environmental Response Compensation and Liability Act of 1980, 42 U.S.C. § 9601-9657, as amended, or any similar state law or local ordinance, (b) the Resource Conservation and Recovery Act of 1976, 42 U.S.C. § 6901, et seq., (c) the Federal Water Pollution Control Act, 33 U.S.C. § 1251 et seq., (d) the Clean Air Act, 42 U.S.C. § 7401, et seq., (e) the Toxic Substances Control Act, 15 U.S.C. § 2601 et seq., (f) the Safe Drinking Water Act, 42 U.S.C. § 300(f) et seq., (g) any law or regulation governing aboveground or underground storage tanks, (h) any other federal, state, county, municipal, local or other statute, law, ordinance or regulation, including, without limitation, the Minnesota Environmental Response and Liability Act, Minn. Stat. § 115B.01, et seq., (i) all rules or regulations promulgated under any of the foregoing, and (j) any amendments of the foregoing. “Hazardous Substances” shall mean polychlorinated biphenyls, petroleum, including crude oil or any fraction thereof, petroleum products, heating oil, natural gas, natural gas liquids, liquefied natural gas or synthetic gas usable for fuel, and shall include, without limitation, substances defined as “hazardous substances,” “toxic substances,” “hazardous waste,” “pollutants or contaminants” or similar substances under any Environmental Law. I. To City’s knowledge, there are no leases, tenancies, unrecorded agreements or other contracts of any nature or type relating to, affecting or serving the Property that will not be terminated as of the Closing Date. J. There will be no indebtedness or sums due attributable to the Property which will remain unpaid after the Closing Date. As used in this Agreement, the term “to City’s knowledge” shall mean and refer to only the current actual knowledge of the designated representative of City and shall not be construed to refer to the knowledge of any other officer, manager, director, agent, authorized person, employee or representative of City, or any affiliate of City, or to impose upon such designated representative any duty to investigate the matter to which such actual knowledge or the absence thereof pertains, or to impose upon such designated representative any individual personal liability. As used herein, the term “designated representative” shall refer to Jennifer Levitt. City represents and warrants that the foregoing individual is the representative of City most knowledgeable regarding the Property. The representations, warranties and other provisions of this Section 9.1 shall survive Closing; provided, however, City shall have no liability with respect to any breach of a particular representation or warranty if Buyer shall fail to notify City in writing of such breach within two (2) years after the Closing Date, and provided further that City shall have no liability with respect to a breach of the representations and warranties set forth in this Agreement if Buyer has actual knowledge of City’s breach thereof prior to Closing and Buyer consummates the acquisition of the Property as provided herein. Buyer acknowledges and agrees that, except as expressly specified in this Agreement and/or in any documents executed and delivered by City at Closing, City has not made, and City hereby specifically disclaims, any representation, warranty or covenant of any kind, oral or written, expressed or implied, or rising by operation of law, with respect to the Property, including, but not limited to, any warranties or representations as to the habitability, merchantability, fitness for a particular purpose, title, zoning, tax consequences, physical or environmental condition, utilities, valuation, governmental approvals, the compliance of the Property with governmental laws, or any other matter or item regarding the physical condition of the Property. Buyer agrees that except as expressly specified in this Agreement and/or in any documents executed and delivered by City at Closing, Buyer shall accept the Property and acknowledges that the sale of the Property as provided for herein is made by City on an “AS IS,” “WHERE IS,” and “WITH ALL FAULTS” basis. Buyer is an experienced purchaser of property such as the Property and Buyer has made or will make its own independent investigation of the Property. The limitations set forth in this paragraph shall survive the Closing and shall not merge in the Deed. 9.2. By Buyer. Buyer warrants and represents the following to City, and acknowledges that City has relied on such representations and warranties in agreeing to enter into this Agreement: A. Buyer is a limited liability company duly organized under the laws of the State of Minnesota and in good standing under the laws of the state of Minnesota and is not in violation of any provisions of its company documents or its operating agreement. B. Buyer has all requisite authority to enter into this Agreement and to perform all of its obligations under this Agreement. C. The execution, delivery and performance by Buyer of this Agreement will not (a) violate any provision of any law, statute, rule or regulation or any order, writ, judgment, injunction, decree, determination or award of any court, governmental agency or arbitrator presently in effect having applicability to Buyer, (b) violate or contravene any provision of the articles of organization or operating agreement of Buyer, or (c) result in a breach of or constitute a default under any indenture, loan or credit agreement or any other agreement, lease or instrument to which Buyer is a party or by which it or any of its properties may be bound. D. Buyer has received no notice or communication from any local, state or federal official that the activities of the Buyer or City on the Property may be or will be in violation of any environmental law or regulation. Buyer is aware of no facts, the existence of which would cause it to be in violation of any local, state, or federal environmental law, regulation or review procedure or which give any person a valid claim under any of the foregoing. The representations, warranties and other provisions of this Section 9.2 shall survive Closing; provided, however, Buyer shall have no liability with respect to any breach of a particular representation or warranty if City shall fail to notify Buyer in writing of such breach within two (2) years after the Closing Date, and provided further that Buyer shall have no liability with respect to a breach of the representations and warranties set forth in this Agreement if City has actual knowledge of Buyer’s breach thereof prior to Closing and City consummates the sale of the Property as provided herein.. 10. Additional Obligations of City. 10.1. Condition of the Property at Closing. On the Closing Date, City shall deliver to Buyer exclusive vacant possession of the Property. 10.2. Further Assurances. From and after the Closing Date, City agrees to execute, acknowledge and deliver to Buyer such other documents or instruments of transfer or conveyance as may be reasonably required to carry out its obligations pursuant to this Agreement. 10.3. Non-Assumption of Contracts or Other Obligations. The parties understand and agree that Buyer is only acquiring certain of City’s real property assets and that this Agreement and any related agreements shall not be construed to be in any manner whatsoever an assumption by Buyer of any agreements, indebtedness, obligations or liabilities of City which are owing with respect to the operation of the Property prior to the Closing Date. 10.4. Mortgages. On or before the Closing Date, City shall satisfy all mortgage and/or lien indebtedness with respect to all or any portion of the Property and shall obtain recordable releases of the Property from any and all such mortgages or other liens affecting all or any portion of the Property. 10.5. Zoning; Other Approvals. Buyer may elect to seek certain Approvals as defined in Section 5.1(A)(3) and Land Use Entitlements as defined in Section 5.1(A)(4) in order for Buyer to develop the Property for the Proposed Use. City, at no out-of-pocket cost to City, or the assumption of any obligations or liabilities by City, will reasonably cooperate with Buyer’s efforts to obtain the Approvals and Land Use Entitlements at or prior to Closing. City hereby grants Buyer the right to file and prosecute applications and petitions for the Approvals, Land Use Entitlements and any special use permits and variances desired by Buyer; provided, however, any special use permits or variances shall be contingent on the occurrence of the Closing and shall not be binding upon City or the Property unless and until the Closing occurs. City, at no out-of-pocket cost to City, or the assumption of any obligations or liabilities by City, agrees to cooperate with Buyer in the filing and prosecution of such applications and petitions, including the filing of the same in City’s name, if required. 10.6. Marketing. At all times prior to the Closing Date, City shall not negotiate in any manner for the sale or transfer of the Property with any third party. 11. Broker. It is acknowledged that neither party has a broker for the sale of the Property. 12. Notice. Any notice to be given by one party hereto shall be personally delivered (including messenger delivery), by email at the address set forth below, or be sent by registered or certified mail, or by a nationally recognized overnight courier which issues a receipt, in each case postage prepaid, to the other party at the addresses in this Section (or to such other address as may be designated by notice given pursuant to this Section), and shall be deemed given upon personal delivery, three (3) days after the date postmarked, one (1) business day after delivery to such overnight courier, or immediately upon personal delivery or delivery by email. Attorneys for each party shall be authorized to give and receive notices for each such party. If to City: City of Cottage Grove Attn: Jennifer Levitt, City Administrator 12800 Ravine Parkway South Cottage Grove, MN 55016 with a copy to: Korine L. Land LeVander, Gillen & Miller, P.A. 1305 Corporate Center Drive, Suite 300 Eagan, MN 55121 If to Buyer: East Point Apartments, LLC 1834 E 38th St Minneapolis, MN 55407 With a copy to: Maslon Capella Tower, 225 South 6th Street #2900 Minneapolis, MN 55402 Attn: Matthew Loven 13. Default; Remedies. If either City or Buyer fails to perform any of their respective obligations under this Agreement in accordance with its terms, and such failing party does not cure such failure within thirty (30) days after written notice thereof from the other party, then the other party shall have the right to terminate this Agreement by giving the failing party written notice of such election. In the case of any default by Buyer, City’s sole and exclusive remedy shall be termination of this Agreement as provided above and, upon any such termination, the Earnest Money shall be forfeited to City as the full and final liquidated damages, with the exception of any liens arising out of Buyer’s Investigations, the obligations and liability for which shall survive the termination of this Agreement and the release of the Earnest Money to City. In the case of any default by City, the Earnest Money deposit shall be returned to Buyer and Buyer shall also have the right to specifically enforce this Agreement. In any action or proceeding to enforce this Agreement or any term hereof, the prevailing party shall be entitled to recover its reasonable costs and attorneys’ fees. 14. Assignment. Buyer may assign this Agreement with the prior written consent of City. No assignment shall relieve Buyer from its obligations under this Agreement. 15. Entire Agreement; Modification. This written Agreement constitutes the complete agreement between the parties with respect to this transaction and supersedes any prior oral or written agreements between the parties regarding this transaction. There are no verbal agreements that change this Agreement and no waiver of any of its terms will be effective unless in writing executed by the parties. 16. Binding Effect; Survival. This Agreement binds and benefits the parties and their respective successors and assigns. All representations and warranties, and indemnification obligations of the parties hereto shall survive the Closing. 17. Governing Law. The provisions of this Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 18. Rules of Interpretation. The words “herein” and “hereof” and words of similar import, without reference to any particular section or subdivision, refer to this Agreement as a whole rather than any particular section or subdivision hereof. References herein to any particular section or subdivision hereof are to the section or subdivision of this Agreement as originally executed. 19. Titles of Sections. Any titles of the sections, or any subsections, of the Agreement are inserted for convenience of reference only and shall be disregarded in construing or interpreting any of its provisions. 20. Counterparts; Facsimiles. This Agreement may be executed in any number of counterparts, and all of the signatures to this Agreement taken together shall constitute one and the same agreement, and any of the parties hereto may execute such agreement by signing any such counterpart. Facsimile or “PDF” signatures on this Agreement shall be treated as originals until the actual original signatures are obtained. 21. Represented by Counsel. Each party has been represented and advised by counsel in the transaction contemplated hereby. 22. Time of the Essence. Time is of the essence of this Agreement. [remainder of page intentionally blank] IN AGREEMENT, the parties hereto have hereunto set their hands as of the Effective Date. CITY: CITY OF COTTAGE GROVE By ________________________________ Myron Bailey Its Mayor By ________________________________ Tamara Anderson Its City Clerk A-1 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY Real property located in the County of Washington, State of Minnesota, legally described as follows: Outlot B, Frattalone’s Southpoint Ridge Abstract Property PIDs: 07.027.21.44.0020 CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2026-030 A RESOLUTION APPROVING THE PRELIMINARY PLAT AND FINAL PLAT NAMED EVERWOOD 6TH ADDITION WHEREAS, Yellow Tree Development has applied for a Preliminary Plat and Final Plat to be called Everwood 6th Addition, which will create one lot on property legally described as follows: Outlot D, Everwood Addition, according to the recorded plat thereof, Washington County Minnesota. AND Outlot B, Frattalone’s Southpoint Ridge, according to the recorded plat thereof, Washington County, Minnesota. WHEREAS, public hearing notices were mailed to surrounding property owners within 500 feet of the proposed development site and a public hearing notice was published in the St. Paul Pioneer Press; and WHEREAS, the Planning Commission held the public hearing on this application on December 15, 2025; and WHEREAS, the public hearing was open for public testimony, and no one spoke for or against the application; and WHEREAS, the Planning Commission (3-to-1 vote) recommended approval of the preliminary plat to be called Everwood 6th Addition, subject to certain conditions. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the Preliminary and Final Plats for Everwood 6th Addition, which creates one lot on property legally described above. The approval of the preliminary and final plats is subject to the following conditions: 1. The approvals for Site Plan Review, Planned Unit Development, and Preliminary and Final Plats are contingent on the Applicant closing on the purchase of Outlot B of the Frattalone’s Southpoint Ridge Addition. 2. Prior to the release of the Final Plat, the Applicant shall enter into a private stormwater maintenance agreement with the City for the ownership and maintenance for the private storm sewer, pond, and filtration bench. 3. Prior to the release of a Final Plat, the Applicant shall enter into a Trail Maintenance Agreement with the City for the portion of the trail outside the existing easement. 4. Prior to the release of a Final Plat, the Applicant shall enter into an encroachment agreement for the stairs accessing the sidewalk on East Point Douglas Road South. City of Cottage Grove, Minnesota City Council Resolution 2026-030 Page 2 of 2 5. The Applicant is responsible for providing all necessary easements on the Final Plat including, but not limited to, drainage and utility, trail, and conservation easements. The Applicant is responsible for any costs associated. 6. The Applicant must place iron monuments at all lot and block corners and at all other angle points on property lines. Iron monuments must be placed after all site and right-of-way grading has been completed in order to preserve the lot markers for future property owners. 7. Prior to the issuance of a building permit, the Final Plat shall be recorded with the Washington County Recorder’s Office. Passed this 18th day of February 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2026-031 A RESOLUTION APPROVING A SITE PLAN REVIEW AND PLANNED UNIT DEVELOPMENT FOR A 186-UNIT MARKET RATE APARTMENT BUILDING TO BE LOCATED ON EAST POINT DOUGLAS ROAD SOUTH WHEREAS, Yellow Tree Development applied for a Site Plan Review and Planned Unit Development (PUD) for a proposed 186-unit apartment building, on the property legally described below: Lot 1 Block 1 of the Everwood 6th Addition , according to the recorded plat thereof, Washington County, Minnesota. WHEREAS, public hearing notices were mailed to property owners within 500 feet of the property, and a public hearing notice was published in the St. Paul Pioneer Press; and WHEREAS, a planning staff report, which detailed specific information on the property, and the application request was prepared and presented; and WHEREAS, the public hearing was open for public testimony, and no one spoke for or against the application; and WHEREAS, the Planning Commission (3-to-1 vote) recommended that the City Council approve the Site Plan Review and Planned Unit Development applications for the proposed 186- unit market rate apartment building at their December 15, 2025, meeting. NOW, THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the Site Plan Review and Planned Unit Develop- ment for a proposed 186-unit, six-story multi-family apartment building located on East Point Douglas Road at the property legally described above, subject to the following conditions: General Development 1. The project shall be completed in accordance with the plans submitted and as amended by the conditions of approval. Any significant changes to the plans, as determined by planning staff, shall require review and approval by the Planning Commission and City Council. 2. Planned Unit Development and Site Plan Review approvals shall expire one year from the date of City Council approval unless a building permit has been requested or a time extension has been granted by the City Council. The City Council may extend the expiration date of such approval upon written application by the person to whom the approval was granted. 3. The Applicant receives appropriate permits or approvals from other regulatory agencies including, but not limited to: Minnesota Department of Transportation, Minnesota Department of Health, Minnesota Department of Natural Resources, and Minnesota Pollution Control Agency. City of Cottage Grove, Minnesota City Council Resolution 2026-031 Page 2 of 4 4. Signage is not approved as part of this application. All signage shall meet the requirements of the sign ordinance, including a monument sign with a base wrapped in similar materials as found on the principal structure, per the City Code. Platting, Land Dedication, and Easements 5. The approvals for Site Plan Review, Planned Unit Development, Preliminary and Final Plats are contingent on the sale of Outlot B of the Frattalone’s Southpoint Ridge addition from the City to the Applicant. 6. No grading, vegetation removal, or structure placement shall occur above the 860 - contour line as required by the Partial Release of Conservation Easement, Agreement for Trail Easement, and Restrictive Covenant recorded as Document No. 3674924 with the Washington County Recorder’s Office. 7. Prior to the issuance of any building or grading permits, a plat combining parcels 0802721330053 and 0702721440020 shall be recorded with the Washington County Recorder’s Office. Performance Standards 8. All site lighting must meet City Code requirements. All light fixtures must be downward directed with flush lenses. In addition, any lighting under canopies (building entries) shall be recessed and use a flush lens. The specifications of all light fixtures must be provided with the application for a building permit. The light poles and fixtures shall be consistent in design and color with the development. A lighting plan depicting no more than 0.5 -foot candles at residential property lines and 1.0-foot candles at commercial property lines shall be submitted to Planning staff prior to building permit issuance. 9. All mechanical units shall be screened as required in Title 11-3-9 of the City’s Zoning Ordinance. All mechanical equipment screening shall be consistent with the principal building architecture and must comply with City ordinance regulations and be reviewed and approved by the Community Development Department prior to the issuance of a building permit. 10. Rubbish, garbage, and recycling containers shall be stored indoors unless pick up is occurring. 11. No exterior storage shall be permitted. 12. Prior to the issuance of a building permit, planning staff shall approve all site fencing materials. Approved fencing shall be provided adjacent to the retaining wall along the natural pathway and adjacent to the retaining wall abutting the parking lot and sidewalk. The city-standard Ameristar Montage Plus fence (style: Majestic) should be used in these areas. 13. Prior to the issuance of a building permit, a dedicated firetruck turnaround shall be added on the east side of the exterior parking lot. If parking spaces are lost due to City of Cottage Grove, Minnesota City Council Resolution 2026-031 Page 3 of 4 establishing a fire lane, updated parking calculations shall be provided to planning staff. A parking ratio of no less than 1.58 spaces per unit shall be permitted. Construction and Grading 14. All grading, drainage, erosion control, and utilities must conform to the final plans approved by the City Engineer. 15. A grading permit and financial security are required prior to grading activity related to the project. The financial security for grading shall encompass stabilization of slopes where retaining walls are proposed. Financial security shall also encompass any improvements within public right of way such as sidewalk or street patching, and connection to City infrastructure. Landscaping 16. Irrigation shall be provided for all sodded and mulched landscaped areas. The irrigation system shall consist of an underground sprinkling system that is designed by a professional irrigation installer to meet the water requirements of the site’s specific vegetation. The system shall be detailed on the final landscape plan. 17. All areas of the site, where practical, shall be sodded and maintained. The development shall mow and maintain all site boulevards to the curb line of the public streets including installing irrigation and maintaining parcel 0802721330013 to the back of sidewalk. 18. The Applicant shall be responsible for removing brush and overgrown vegetation from parcels 0802721330013 and 0802721330045 and maintaining the parcels to the curb line prior to issuance of a final Certificate of Occupancy. No trees or shrubs shall be planted on these parcels. 19. Prior to the issuance of a building permit, the applicant shall submit to the City a letter of credit in the amount of 150 percent of the landscape estimate as required by City ordinance. The financial guarantee shall auto renew annually from the date of installation to ensure the installation, survival, and replacement of the landscaping improvements. 20. Prior to the issuance of a building permit, planning staff and the City Forester shall review and approve a final landscaping plan in writing. Onsite Infrastructure Improvements 21. The Applicant is responsible for all street maintenance, upkeep, and repair of curbs, boulevards, and sod. The Applicant hereby agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatsoever arising out of Applicant’s acts or omissions in performing the obligations imposed upon Applicant by this paragraph. 22. Applicant will be required to conduct all major activities to construct the improvements during the following hours of operation: City of Cottage Grove, Minnesota City Council Resolution 2026-031 Page 4 of 4 Monday through Friday 7:00 A.M. to 7:00 P.M. Saturday (requires 48-hour notice) 9:00 A.M. to 7:00 P.M. Sunday Not Allowed This does not apply to activities that are required on a 24 -hour basis such as dewatering or bypass pumping, etc. Any deviations from the above hours are subject to approval by the City. 23. The Applicant shall within 24 hours, or more often if required by the City Engineer, clear from the public streets and property any soil, earth, or debris resulting from construction work by the Applicant or its agents or assigns. All debris, including brush, vegetation, trees, and demolition materials, shall be properly disposed of off - site; burying construction debris, trees, and other vegetation is prohibited. Burning of trees and structures is prohibited, except for fire training only. 24. The Applicant grants the City, its agents, employees, officers, and contractors permission to enter the site to perform all necessary inspections during grading and construction activities. 25. The Applicant must provide the City with an as-built survey of all private and public utilities and grading plan prior to issuance of the certificate of occupancy. 26. Adequate dumpsters must be on site during construction. When the dumpsters are full, they must be emptied immediately or replaced with an empty dumpster. The builder is responsible for cleaning up debris onsite and on adjacent properties. 27. Construction parking on East Point Douglas Road is prohibited. Passed this 18th day of February 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.0 TITLE SHEET DOUGLAS ROAD MULTIFAMILY COTTAGE GROVE, MINNESOTA ISSUED FOR: CITY RESUBMITTAL SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET C0.1 PROJECT NOTES C1.0 REMOVALS PLAN C1.1 TREE PRESERVATION PLAN C1.2 TREE PRESERVATION PLAN C1.3 TREE PRESERVATION PLAN C2.0 SITE PLAN C2.1 TURNING MOVEMENT C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS C5.3 CIVIL DETAILS C5.4 CIVIL DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN NOTES & DETAILS LT1.0 LIGHTING PLAN SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE SW1.4 SWPPP - ATTACHMENTS SW1.5 SWPPP - ATTACHMENTS PROJECT CONTACTS NAME & ADDRESS CONTACT CIVIL ENGINEER CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 ANDERS MELBY 612-615-0060 AMELBY@CIVILSITEGROUP.COM LANDSCAPE ARCHITECT CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 PATRICK SARVER 612-615-0060 PSARVER@CIVILSITEGROUP.COM DEVELOPER BLACK TREE LLC, DBA YELLOW TREE DEVELOPMENT 1834 EAST 38TH STREET MINNEAPOLIS, MN 55407 ROBB LUBENOW 612-275-7210 . PROPERTY OWNER ARCHITECT COLLAGE ARCHICTECTS 708 15TH AVE NE MINNEAPOLIS, MN 55413 PETE KEELY 612-720-9552 PKEELY@COLLAGEARCH.COM SURVEYOR CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 RORY SYNSTELIEN 612-615-0060 X 712 RORY@CIVILSITEGROUP.COM GEOTECHNICAL ENGINEER BRAUN INTERTEC 11001 HAMPSHIRE AVE S BLOOMINGTON, MN 55348 . 952-995-2000 . REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R EAST POINT APARTMENTS LLC 1834 EAST 38TH STREET MINNEAPOLIS, MN 55407 ROBB LUBENOW 612-275-7210 . 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. 5.CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS ARE OBTAINED. SITE LOCATIONSITE LOCATION MAP N GENERAL SURVEY NOTES 1.BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM (1986 ADJUSTMENT). 2.ELEVATIONS ARE BASED ON THE NGVD 29 DATUM. SITE BENCHMARK IS THE TOP NUT OF THE FIRE HYDRANT LOCATED ON THE WEST SIDE OF EAST POINT DOUGLAS ROAD SOUTH, APPROXIMATELY 169 FEET SOUTHEAST FROM THE NORTHEAST CORNER OF THE SUBJECT PROPERTY, AS SHOWN HEREON. ELEVATION = 819.23. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.1 PROJECT NOTES REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R LANDSCAPE NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS. 3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 13.SEE SHEET L1.1 IRRIGATION DIAGRAM FOR EXTENDS OF IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND AS SEEN ON IRRIGATION DIAGRAM. 14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. 1.SEE SHEET L1.1 FOR IRRIGATION DIAGRAM. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2.SEE SHEET L1.1 IRRIGATION DIAGRAM FOR IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND AS SEEN ON IRRIGATION DIAGRAM. 3.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. 4.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 5.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 6.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 7.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 8.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS. 9.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 10.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 11.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 12.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 13.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 14.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 15.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 16.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 17.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 18.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 19.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 20.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 21.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 22.USE SCREENS ON ALL HEADS. 23.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 24.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 25.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 26.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. IRRIGATION NOTES: REMOVAL NOTES: CITY OF COTTAGE GROVE REMOVAL NOTES: 1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES. 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. 19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SITE LAYOUT NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 15.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP. 16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 18.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. GENERAL GRADING NOTES: CITY OF COTTAGE GROVE GRADING NOTES: 1.POST CONSTRUCTION INFILTRATION TESTING IS REQUIRED BY THE CITY OF COTTAGE GROVE. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL FIRM TO COMPLETED DOUBLE RING INFILTROMETER TESTING. INFILTRATION RATES TO BE BETWEEN 3.2-8.3 IN/HR. 2.CONTRACTOR SHALL NOT EXCAVATE INFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN 3 FEET OF FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. 3.WHEN EXCAVATING THE INFILTRATION SYSTEM TO WITHIN 3 FEET OF FINAL GRADE, CONTRACTOR SHALL STAKE OFF AND MARK THE AREA SO HEAVE CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN THE INFILTRATION AREA. 1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 7.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 8.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 9.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 10.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 11.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 13.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 14.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 15.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 16.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 17.TOLERANCES 17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 18.MAINTENANCE 18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. GENERAL UTILITY NOTES: CITY OF COTTAGE GROVE UTILITY NOTES: 1.PROVIDE MINIMUM 24" SEPARATION BETWEEN WATER MAIN AND ALL OTHER UTILITIES. 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4.UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. 5.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 6.ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED. 7.ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED. 8.ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED. 9.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 10.UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 11.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 12.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 13.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 14.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 15.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 16.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 17.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 18.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 19.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 20.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 21.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 22.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 23.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. 24.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. 25.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. CITY OF COTTAGE GROVE SITE SPECIFIC NOTES: 1.RESERVED FOR CITY SPECIFIC SITE NOTES. OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN INTERIOR SOLID WASTE COLLECTION POINT, MOVED TO OUTSIDE OF GARAGE DOOR LOCATION ON COLLECTION DAY AND REMOVED BY COMMERCIAL CO. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). CITY OF COTTAGE GROVE STANDARD SPECIFICATIONS FOR STREET AND UTILITY CONSTRUCTION SHALL GOVERN FOR ALL IMPROVEMENTS WITHIN RIGHT-OF-WAY OR PUBLIC EASEMENT. EAST P O I N T D O U G L A S R O A D S O U T H (A Pub l i c R / W ) EA S T P O I N T D O U G L A S R O A D S O U T H (A P u b l i c R / W ) Concre t e S i d e w a l k Concre t e S i d e w a l k Co n c r e t e S i d e w a l k Co n c r e t e S i d e w a l k Drainag e & U t i l i t y E a s e m e n t Per Pla t o f E V E R W O O D Drain a g e & U t i l i t y E a s e m e n t Per P l a t o f E V E R W O O D Bench Edge of Woods NO BUILDINGS Di r t P a t h Dir t P a t h Dirt P a t h Concrete Gate Chain Link Fence Gas (P e r R e c . ) Dra i n a g e & U t i l i t y E a s e m e n t Per P l a t o f F R A T T A L O N E ' S SOU T H P O I N T R I D G E [2] T r a i l E a s e m e n t p e r Doc . N o . 3 6 7 4 9 2 4 [2] General Area of Overlook Easement per Doc. No. 3674924 Woo d W a l l CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS REMOVE EXISTING TREES AND BALL ROOTS, TYP. REMOVE EXISTING TREES AND BALL ROOTS, TYP. REMOVE EXISTING TREES AND BALL ROOTS, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. PROTECT EXISTING SIDEWALK REMOVE EXISTING SIDEWALK PAVEMENT AND BASE MATERIAL, SAWCUT FULL DEPTH REMOVE EXISTING CURB AND GUTTER & SAWCUT, TYP. PROTECT EXISTING SIDEWALK REMOVE EXISTING GATE, FENCE AND FOOTINGS, TYP. REMOVE EXISTING CONCRETE PAD VERIFY GAS LOCATION AND DEPTH. PROTECT DURING CONSTRUCTION. PROTECT EXISTING STORM SEWER AND OUTLET CONTROL STRUCTURE DURING CONSTRUCTION MILL AND OVERLAY ROADWAY, CURB TO CENTERLINE, SAWCUT REMOVALS PLAN LEGEND: TREE PROTECTION REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. TREE REMOVAL - INCLUDING ROOTS AND STUMPS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.0 REMOVALS PLAN REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. SEE SHEET C0.1 FOR GENERAL REMOVAL NOTES SEE SWPPP ON SHEETS SW1.0 - SW1.5 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE REMOVAL OF TREES AND VEGETATION INCLUDING STUMPS AND ROOT SYSTEMS 0 1" = 30'-0" 30'-0"15'-0" N Know what's below. before you dig.Call R OWNER INFORMATION EAST POINT APARTMENTS LLC 1834 EAST 38TH STREET MINNEAPOLIS, MN 55407 ROBB LUBENOW 612-275-7210 . EAST P O I N T D O U G L A S R O A D S O U T H (A Pub l i c R / W ) EA S T P O I N T D O U G L A S R O A D S O U T H (A P u b l i c R / W ) PID: 0702721440020 Address: Unassigned PID: 0802721330053 Address: Unassigned Edge of Woods NO BUILDINGS Di r t P a t h Dir t P a t h Dirt P a t h Concrete Gate Chain Link Fenc e Gas (P e r R e c . ) [2] T r a i l E a s e m e n t p e r Doc . N o . 3 6 7 4 9 2 4 [2] General Area of Overlook Easement per Doc. No. 3674924 Woo d W a l l CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS REMOVE EXISTING TREES AND BALL ROOTS, TYP. REMOVE EXISTING TREES AND BALL ROOTS, TYP. REMOVE EXISTING TREES AND BALL ROOTS, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. TREE PRESERVATION PLAN LEGEND: TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.1 TREE PRESERVATION PLAN CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE Know what's below. before you dig.Call R 0 1" = 30'-0" 30'-0"15'-0" N COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.2 TREE PRESERVATION PLAN REVISION SUMMARY DATE DESCRIPTION COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.3 TREE PRESERVATION PLAN REVISION SUMMARY DATE DESCRIPTION EAST P O I N T D O U G L A S R O A D S O U T H (A Pub l i c R / W ) EA S T P O I N T D O U G L A S R O A D S O U T H (A P u b l i c R / W ) Concr e t e S i d e w a l k Concre t e S i d e w a l k Co n c r e t e S i d e w a l k Co n c r e t e S i d e w a l k PID: 0702721440020 Address: Unassigned PID: 0802721330052 Address: Unassigned Owner: City of Cottage Grove PID: 0802721330053 Address: Unassigned Drainag e & U t i l i t y E a s e m e n t Per Pla t o f E V E R W O O D Drain a g e & U t i l i t y E a s e m e n t Per P l a t o f E V E R W O O D Bench PI D : 0 8 0 2 7 2 1 3 3 0 0 4 5 Ad d r e s s : U n a s s i g n e d Ow n e r : C i t y o f C o t t a g e G r o v e Dirt P a t h Gas (P e r R e c . ) S0 0 ° 1 1 ' 0 9 " W 2 8 6 . 3 9 N89°49'16"E 330.00 N64° 4 0 ' 4 2 " E 3 0 5 . 7 8 S0 7 ° 1 0 ' 4 4 " E 4 3 5 . 7 8 S66°4 9 ' 1 6 " W 1 9 4 . 1 3 N72°23 ' 0 3 " W 4 8 0 . 7 2 C= 9 6 . 3 8 CB = N 3 8 ° 1 2 ' 4 6 " W R= 1 0 9 . 0 0 Δ= 5 2 ° 2 8 ' 4 7 " 99 . 8 4 Dra i n a g e & U t i l i t y E a s e m e n t Per P l a t o f F R A T T A L O N E ' S SOU T H P O I N T R I D G E [2] T r a i l E a s e m e n t p e r Doc . N o . 3 6 7 4 9 2 4 [2] General Area of Overlook Easement per Doc. No. 3674924 Woo d W a l l NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS 16 8. 5 R26. 0 R3.0 R3 . 0 R3.0 R8.0 R30.0 R3 0 . 0 20.0 24.0 29 . 7 12 . 0 5. 0 5. 3 CONC. DRIVE APRON AND MILL & OVERLAY, PER CITY DETAIL STR-21 MATCH EXIST. B612 C&G, TYP. HD BIT. PVMT., TYP. PVMT. STRIPING, TYP. ADA PARKING SPACES, INCLUDE RAMP, STRIPING & SIGNAGE BLDG. ENTRANCE, INCLUDE STOOP PER ARCH. BLDG. ENTRANCE, INCLUDE STOOP PER ARCH. HVY. DUTY CONC. PVMT. CONC. UTILITY PAD, FINAL SIZE AND LOCATION PER UTILITY CO. CONC. WALK 2" THICK NO. 8 ANGULAR AGGREGATE OVER 4" THICK NO. 57 ANGULAR AGGREGATE TRAIL. MATCH EXIST BLDG. ENTRANCE, INCLUDE STOOP PER ARCH. CONC. PVMT. MATCH EXIST. SEGMENTAL RETAINING WALL - 'BIG BLOCK' STYLE, ENGINEERED SHOP DRAWINGS REQ. CUT BACK TO UNDERLYING NATURAL ROCK, PER GRADING PLAN AND AT DIRECTION AND SUPERVISION OF ON-SITE GEOTECHNICAL ENGINEER C.I.P. CONC. STEPS (12" TREAD) MATCH EXIST. PATCH SIDEWALK SECTION IN-KIND PER CITY STANDARDS SEGMENTAL RETAINING WALL - 'BIG BLOCK' STYLE, ENGINEERED SHOP DRAWINGS REQ.LD BIT. PVMT., TYP. LD BIT. PVMT., TYP. 4' CURB TAPERS 7' CURB TAPERS SEGMENTAL RETAINING WALL - 'BIG BLOCK' STYLE, ENGINEERED SHOP DRAWINGS REQ. NEW LIGHT POLE & BASE (TYP.)ACCESSIBLE CURB RAMPS, TYP. TO TO TO TO SEGMENTAL RETAINING WALL - 'BIG BLOCK' STYLE, ENGINEERED SHOP DRAWINGS REQ. R10.0 20 R3 0 0 . 0 R1 0 . 0 9.0 TYP. 20 . 2 8.3 9.8 8.7 4. 0 8.3 48 . 2 10 . 0 57 . 3 10.0 10.2 13.5 5. 0 10.3 14 2 . 1 15.2 15 . 0 9. 0 1.8 19 . 8 18 . 0 24 . 0 18 . 0 9.7 15 . 0 DECORATIVE FENCE/RAILING ALONG TOP OF RETAINING WALL, INSTALL PER MANUF. & WALL SPECIFICATIONS, SHOP DRAWINGS REQUIRED DECORATIVE FENCE/RAILING ALONG TOP OF RETAINING WALL, INSTALL PER MANUF. & WALL SPECIFICATIONS, SHOP DRAWINGS REQUIRED DECORATIVE FENCE/RAILING ALONG TOP OF RETAINING WALL, INSTALL PER MANUF. & WALL SPECIFICATIONS, ON-PVMT & EMBEDDED INSTALLATION REQ.. SHOP DRAWINGS REQUIRED PROPOSED TRAIL EASEMENT, SEE EASEMENT EXHIBIT COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SITE PLAN LEGEND: TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONSTRUCTION LIMITS TO ACCESSIBILITY ROUTE ARROW (IF APPLICABLE) DO NOT PAINT. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL REVISION SUMMARY DATE DESCRIPTION C2.0 SITE PLAN SEE SHEET C0.1 FOR GENERAL SITE NOTES Know what's below. before you dig.Call R 0 1" = 30'-0" 30'-0"15'-0" N SWALE BOTTOM FOOTPRINT EAST P O I N T D O U G L A S R O A D S O U T H (A Pub l i c R / W ) EA S T P O I N T D O U G L A S R O A D S O U T H (A P u b l i c R / W ) Gas (P e r R e c . ) [2] Trail Ease m e n t p e r NO PA R K I N G FIRE D E P A R T M E N T CONNE C T I O N EAST P O I N T D O U G L A S R O A D S O U T H [2] General Area of Overlook Easement per Doc. No. 3674924 NO PA R K I N G 329. 2 263 . 1 329' S I G H T L I N E 263 ' S I G H T L I N E 290' T R A V E L P A T H 335 ' T R A V E L P A T H EXISTING GRADE, TYP. PROPOSED GRADE, TYP. 263' SIGHT LINE HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=8' 800 805 810 800 805 810 0+00 1+00 2+00 3+00 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION C2.1 TURNING MOVEMENT & SITE-LINE LAYOUT Know what's below. before you dig.Call R 0 1" = 30'-0" 30'-0"15'-0" N FIRE TRUCK TURNING MOVEMENT DRIVEWAY SIGHT-LINE LAYOUT LOOKING SOUTHEAST FROM PROPOSED DRIVEWAY EAST P O I N T D O U G L A S R O A D S O U T H (A Pub l i c R / W ) EA S T P O I N T D O U G L A S R O A D S O U T H (A P u b l i c R / W ) Concr e t e S i d e w a l k Concre t e S i d e w a l k Co n c r e t e S i d e w a l k Co n c r e t e S i d e w a l k 12 "RC P 12 " R C P Bench San. Se r v . 12" RCP 12 " RC P 12" RCP 12 " R C P 12 " R C P 8" PVC Wat. Serv. 12" D I P 12 " RC P Dirt P a t h Gas (P e r R e c . ) [2] T r a i l E a s e m e n t p e r Doc . N o . 3 6 7 4 9 2 4 [2] General Area of Overlook Easement per Doc. No. 3674924 Woo d W a l l 15 " R C P (P e r R e c ) ABOVEGROUND BIO-FILTRATION BASIN BOT=804.50 6" DT. IE=802.50 OE=806.40 WQL (MPCA)=805.58 100-YR HWL=807.48 EOF=807.55 NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.0 GRADING PLAN 2.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND: SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS EX. 2' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOW 41.26 1126 891.00 G 891.00 TC 891.00 BS/TS 1138 EOF=XXX.XX TO SPOT GRADE ELEVATION MATCH EXISTING891.00 ME GB GRADE BREAK - HIGH POINTS SEE SHEET C0.1 FOR GENERAL GRADING NOTES CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 30'-0" 30'-0"15'-0" N SPOT GRADE ELEVATION BOTTOM OF WALL/TOP OF WALL 891.00 BW/TW EAST P O I N T D O U G L A S R O A D S O U T H (A Pub l i c R / W ) EA S T P O I N T D O U G L A S R O A D S O U T H (A P u b l i c R / W ) Drainag e & U t i l i t y E a s e m e n t Per Pla t o f E V E R W O O D Drain a g e & U t i l i t y E a s e m e n t Per P l a t o f E V E R W O O D 12 "RC P 12 " R C P Bench San. Ser v . 12" RCP 12 " RC P 12" RCP 12 " R C P 12 " R C P 8" PVC Wat. Serv. 12" D I P 12 " RC P Gas (P e r R e c . ) Dra i n a g e & U t i l i t y E a s e m e n t Per P l a t o f F R A T T A L O N E ' S [2] T r a i l E a s e m e n t p e r Doc . N o . 3 6 7 4 9 2 4 [2] General Area of Overlook Easement per Doc. No. 3674924 Woo d W a l l 15 " R C P (P e r R e c ) ABOVEGROUND BIO-FILTRATION BASIN BOT=804.50 6" DT. IE=802.50 OE=806.40 WQL (MPCA)=805.58 100-YR HWL=807.48 EOF=807.55 NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS 80 LF 12" RCP STORM @ 7.60% EX. CB RIM=803.07 EX 12" IE=799.13 (SURVEY) VERIFY PRIOR TO CONSTRUCTION PROP 12" IE=799.25 CORE DRILL NEW CONNECTION TO EXISTING CB CB 21 RIM=XXX.XX CONSTRUCT OVER SYSTEM UNDERGROUND STORMWATER FILTRATION CHAMBER 100 60" PERFORATED CMP 61'x44.50' FOOTPRINT (INCL. ROCK) 12" SIDE & END STONE 6" STONE COVER 30" STONE SEPARATION 24" SAND BASE SAND/ 6" DT IE=800.60 CHAMBER IE=802.60 CHAMBER TOP=807.60 STONE TOP=808.10 BAFFLE TOP=807.25 OUTLET ELEVATIONS (SEE DRAWING, OUTLET CONTROL STRUCTURE & DETAILS) WQL (MPCA)=804.05 100-YR HWL=807.89 EOF=808.00 (SEE DETAIL AND SHOP DWGS) OCS 20 SEE DETAIL 2 ON SHEET C5.3 10" STOR M S E R V I C E , S T U B TO WIT H I N 5 ' F R O M BUILDIN G , C O O R D . W / M E C H ' L BLDG IE = 810.00STUB IE = 809.89 161 LF 10" SCH40 PVC STORM @ 2.11% 12" OUTLET IE=802.60 6" DIP D O M E S T I C W A T E R S E R V I C E AND VA L V E , S T U B T O W I T H I N 5 ' FROM B U I L D I N G , C O O R D . W / M E C H ' L 6" DIP F I R E W A T E R S E R V I C E A N D VALVE, S T U B T O W I T H I N 5 ' F R O M BUILDIN G , C O O R D . W / M E C H ' L STUB S A N I T A R Y S E W E R TO 5' FR O M B U I L D I N G IE @ S T U B = 800.25 COORD . W / M E C H ' L SANMH 1RE=814.40IE(E)=799.87IE(S)=790.95INSTAL L I N S I D E D R O P PER CIT Y D E T A I L S A N - 4 19 LF 8" PVC SDR 26 SANITA R Y S E R V I C E @ 2.00% 17 LF 8" PVC SDR 26 SANITA R Y S E R V I C E @ 0.40% MAKE CONNECTION TO EXISTING SANITARY SEWER STUB EX 8" IE =790.88± (FIELD VERIFY PRIOR TO CONST) PROP IE (E)=790.88 COORDINATE WITH CITY 6" PVC PERF. DRAIN TILE W/FILTER SOCK @ 0.00%, TYP SEE DETAIL 15" INLET IE=806.50 DT C/O DT IE=800.60, TYP. 12" STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING AT 2% SLOPE, COORD. W/MECH'L BLDG IE=807.19 STUB IE=807.09 EX. STUB EX 15" STUB IE=795.00 (REC) VERIFY PRIOR TO CONSTRUCTION PROP 12" IE=795.00 CONNECT TO EX. STORM STUB 16 LF 15" RCP STORM @ 1.55% CB 23 RIM=811.25 IE(NE)=806.14 IE(SW)=805.36 OCS 02 SEE DETAIL 1 ON SHEET C5.3 FES 11 IE=806.70 29 LF 12" RCP STORM @ 1.72% DT C/O DT IE=803.00, TYP. 6" PVC PERF. DRAIN TILE W/FILTER SOCK @ 0.00%, TYP SEE DETAIL 9 LF 16" SCH40 PVC STORM @ 0.40% 40 LF 8" PVCSANITA R Y S T U B @ 0.40% (REC ) 11 LF 12" RCP STORM @ 0.00% FES 01 IE=802.00 FES 42 IE≈804 INSTALL TRASH GUARD FES 41 IE≈803 55 LF 45" RCP STORM @ 1.82%. COORDINATE LOCATION, ELEVATIONS, CONSTRUCTION AND PAYMENT OF THIS PIPE & STRUCTURES WITH CITY OF COTTAGE GROVE AD 28 (DOME GRATE) RIM=835.70 IE(E)=830.31 IE(W)=830.31ACCESS RISER, TYP. BAFFLE WALL WITH DRAWDOWN RISER TOP=807.25 CBMH 22 RIM=808.00 IE=805.50 SUMP=801.50 12" INLET IE=805.29 42 LF 12" RCP STORM @ 0.50%FIRE DE P A R T M E N T CONNE C T I O N STMH 12 NYLOPLAST STRUCTURE RIM=809.87 IE(NW)=807.07 IE(SE)=806.74 26 LF 12" HDPE STORM @ 0.00% 136 LF 6" SCH 40 PVC STORM @ 1.00% AD 29 (DOME GRATE) RIM=836.00 IE(NE)=832.34 IE(W)=831.90 AD 30 (DOME GRATE) RIM=835.60 IE(SW)=833.60 AD 27 (DOME GRATE) RIM=829.91 IE(E)=826.38 IE(W)=826.08 AD 26 (DOME GRATE) RIM=824.33 IE(E)=821.33 IE(W)=820.93 AD 25 (DOME GRATE) RIM=819.26 IE(E)=815.69 IE(W)=815.33 AD 24 (DOME GRATE) RIM=814.02 IE(E)=809.94 IE(SW)=808.81 80 LF 10" SCH 40 PVC STORM @ 2.00% 112 LF 10" SCH 40 PVC STORM @ 3.50% 59 LF 10" SCH 40 PVC STORM @ 8.00% XX LF X" SCH 40 PVC STORM @ X.XX% 67 LF 10" SCH 40 PVC STORM @ 8.00% 36 LF 10" SCH 40 PVC STORM @ 7.50% COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 58960 ANDERS S. MELBY LICENSE NO.DATE 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. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R UTILITY PLAN LEGEND: CATCH BASIN GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN PROPOSED FIRE HYDRANT MANHOLE FES AND RIP RAP SEE SHEET C0.1 FOR GENERAL UTILITY NOTES CONSTRUCTION LIMITS DRAINTILE REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN Know what's below. before you dig.Call R 0 1" = 30'-0" 30'-0"15'-0" N COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.0 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION FINISHED GRADE NOTES: 1.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 4.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 5.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. 6.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 7.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. CONCRETE PVMT./WALK/PAD N T S (PRIVATE PROPERTY) TOOLED CONTROL JOINT, SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC "A" CONCRETE AS SPECIFIED "B" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK PAVEMENT DESIGN TYPE CONC. (A)AGG.(B) 1.CURING: 1.1.APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHING OF CONC. SURFACE. 1.2.ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-309. AT 200 S.F. PER GAL. 1.3.ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. 3" 2" 1 WALKS 6.0"4.0" CONC. PVMT.X.X"X.X" 6" 3' - 6 " 3' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1" FROM TOP ADJACENT PVMT. - MATERIAL VARIES, SEE PLAN & DETAILS SLOPE TOP OF FOOTING AWAY FROM BASE, TYP. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1 COAT ANTI-RUST PRIMER PRIMER 3-3/16", 2 LBS./FT., COMMERCIAL GRADE, GALVANIZED STEEL "CHANNEL" STYLE SIGN POST METAL SIGN(S) ACCORDING TO MN STATE CODE, PROVIDE SHOP DRAWING OF SIGN MODEL GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE REINFORCING PLATE AT EACH BOLT LOCATION (3"X3") TRIM POST TO BELOW TOP OF SIGN 6" 1 4" THICK, COMMERCIAL GRADE THERMOPLASTIC POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED. PROVIDE COLOR SELECTION OPTIONS CUT TOP OF POLYETHYLENE SLEEVE TO ACCOMMODATE CHANNEL POST (ON-SITE) COMMERCIAL GRADE CONSPICUITY MARKINGS (TAPE), 3M DIAMOND GRADE SERIES 973, OR SIMILAR COMPACTED AGG., TYP. 6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH ANTI-RUST PRIMER CONC. FOOTING, SONOTUBE® FORM RECOMMENDED NO PARKING TO BE USED IN FRONT OF STRIPED ACCESS AISLE 3 ACCESSIBLE PARKING PAVEMENT MARKING N T S CI T Y C O D E PE R 8' MIN. NO PARKING 8' MIN. 8' MIN. NOTE: 1.ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2.VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3.SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4.ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB ADJ. SIDEWALK ACCESSIBLE CURB RAMP. SEE GRADING & DETAILS HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE, SEE SIGN DETAIL, 2' MIN,. AND 8' MAX. FROM FACE OF CURB HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE "NO PARKING" SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE, SEE SIGN DETAIL HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAVEMENT MARKING SYMBOL DIAGRAM ADA SIGN(S) CENTERED AT HEAD OF SPACE ON CENTER STRIPE, SEE SIGN DETAIL 2 BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A)BASE (B)AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 5 LIGHT DUTY 1.5"2.0"8.0" HEAVY DUTY NA NA NA 6" 1'-6" DIA. 6" 48 " 48 " PIPE BOLLARD N T S 6" FILL W/ CONC & ROUND OFF TOP "IDEAL SHIELD" PLASTIC COVER OVER ENTIRE BOLLARD 6" DIA. SCH 40 STEEL PIPE PAINTED COLOR AS SPECIFIED BY ARCH. EXPANSION JOINT MATERIALS VARY - SEE PLANS CONCRETE FOOTING. SLOPE TOP 1 2" PER FT. COMPACT SUBGRADE 4 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.1 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION EXTERIOR SITE STAIR & HANDRAIL N T S NOTES: 1. SOIL TESTING, COMPACTION, AND BACKFILLING SHALL BE IN ACCORDANCE TO THE GEO-TECHNICAL RECOMMENDATIONS OR AS SPECIFIED. 2. SUBMIT RAILING SHOP DRAWINGS FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION. COORDINATE FABRICATION OF RAILING WITH OTHER RAIL OR FENCE TYPES. SHOP DRAWINGS SHALL BE COMPLIANT WITH CURRENT ADA ACCESSIBILITY REQUIREMENTS. 3. COORDINATE INSTALLATION OF RETAINING WALL PRIOR TO INSTALLATION OF STAIRS-SEE RETAINING WALL DETAIL. 4. NO SPACE SHALL BE ALLOWED BETWEEN STAIRS AND RETAINING WALL UNLESS OTHERWISE SHOWN. CONCRETE SHALL DIRECTLY ABUT FACE OF RETAINING WALL. 8" VERIFY WALK WIDTHS WITH SITE PLAN. REGARDLESS OF SITE PLAN LAYOUT, ENSURE MIN. 36" BETWEEN HANDRAILS. 18 " T Y P . SECTION 12" TYP. FINISHED GRADE 12" 24 " T Y P 12 " T Y P . 12" TREAD 6" R I S E R 1% 12 " 24" VARIES, SEE PLAN 4" T Y P . F R O M E D G E O F C H E E K WA L L T O C E N T E R O F R A I L . PLAN 12" 8" SE E P L A N S 12" TYP. 24" 36 " FINISHED GRADE COMPACTED SUBGRADE 1 2" WIDE EXPANSION JOINT WITH SEALANT. 8"L #4 STEEL DOWEL WITH SLEEVE (TYP.) PAVEMENT, SEE PLANS #4 REBAR AT 12" O.C. BOTH WAYS (TYP.) CORE AND GROUT RAIL INTO PLACE, MIN. 6" DEPTH. 6" DEPTH, CLASS 5 AGGREGATE BASE COORD. W/ARCH'L AND OWNER ON RAILING SELECTION EXISTING STOOP 8" WIDE CONC. CHEEK WALL (TYP.) TOP OF CHEEK WALL #3 REBAR AT EACH NOSING 1 2" DIA. RADIUS (TYP.) BROOM FINISH TREADS PERPENDICULAR TO TRAFFIC PROPOSED GRADE BOTTOM OF CHEEK WALL TO BE 6" BELOW GRADE COORD. W/ARCH'L AND OWNER ON RAILING SELECTION 1 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.2 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.3 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 6" PERFORATED PVC DRAINTILE INLET "I.D." INV.=802.50 WEIR WALL, SEE CROSS SECTION FOR DETAILS INV = 808.55 #4 @ 12" HORIZONTAL #4 @ 12" VERTICAL SECTION A-A CONCRETE BAFFLE WALL ELEV. = 802.50 12" OUTLET PIPE INV 807.55 "W" * WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, MNDOT STANDARD PLATE NO. 3000L ASTM C-478 PRECAST REINFORCED CONCRETE SECTION ALL DOGHOUSES SHALL BE GROUTED ON INSIDE AND OUTSIDE. ALL GROUTING SHALL BE NON-SHRINKING CEMENT MONOLITHIC BOTTOM CL-5 AGGREGATE AS DIRECTED BY ENGINEER NOTES: 1. NO STRUCTURE SHALL BE ORDERED UNTIL THE ENGINEER APPROVES THE SHOP DRAWING. 2. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING THE POND OUTLET SKIMMER PRIOR TO FINAL ACCEPTANCE. 3. PLACE GEOTEXTILE BLANKET UNDER ALL RIPRAP. * MNDOT STANDARD PLATE NO. 3000L *** MNDOT STANDARD PLATE NO. 4011E ELEV. = 807.65 12" INLET PIPE 12" INLET PIPE MIN. 6 CUBIC YARDS CLASS 3 RIP-RAP 12" OUTLET PIPE 12" OUTLET PIPE HOT-DIPPED GALVANIZED GRATE IN TWO SECTIONS PROVIDE 4-1/2" SS ANCHOR BOLTS WITH CLIPS 1/8"X1"-2" O.C. 1/8" BARS-3" O.C. WEIR WALL "O.D." I.D.O.D.W 48"60"6" 48" CONCRETE OUTLET STRUCTURE OCS 02 N T S 12" INLET PIPE INV.=804.50 ELEV. = 806.40 8.4" 6" DT INV.=802.50 6" PERFORATED PVC DRAINTILE INLET 1 "I.D." INV.=795.25 6" THICK WEIR WALL RIM = 812.12 15" OUTLET PIPE "W" * WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, MNDOT STANDARD PLATE NO. 3000L MONOLITHIC BOTTOM CL-5 AGGREGATE AS DIRECTED BY ENGINEER NOTES: 1. NO STRUCTURE SHALL BE ORDERED UNTIL THE ENGINEER APPROVES THE SHOP DRAWING. 2. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING THE POND OUTLET SKIMMER PRIOR TO FINAL ACCEPTANCE. 3. PLACE GEOTEXTILE BLANKET UNDER ALL RIPRAP. * MNDOT STANDARD PLATE NO. 3000L *** MNDOT STANDARD PLATE NO. 4011E WEIR WALL "O.D." I.D.O.D.W 48"60"6" CONCRETE OUTLET STRUCTURE OCS 20 N T S 12" INLET PIPE IE=802.60 12" OUTLET PIPE IE=795.25 TOP WEIR WALL = 807.60 12" INLET PIPE INV.=802.60 6" DT INV.=800.60 6" PERFORATED PVC DRAINTILE INLET 2 UNDERGROUND FILTRATION SYSTEM WITH LINER N T S 2 1 6" M I N . 24 " M I N . KEY 1. TOPSOIL 2. FREE DRAINING ANGULAR DOUBLE WASHED STONE 3/4" - 2" PARTICLE SIZE - NON CARBONATE (LIMESTONE) AND NON CONCRETE. COORDINATE MATERIAL / PARTICLE SIZE W/ MANUFACTURER. INSTALL TO MIN. 95% STANDARD DENSITY PER AASHTO T99. 1.INSTALL SILT FENCE AND/OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP-GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO THE STORMWATER SYSTEM. 5.PERFORM ALL OTHER SITE IMPROVEMENTS. 6.SEED AND MULCH ALL AREAS AFTER DISTURBANCE. 7.CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 8.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 9.PLANT AND MULCH SITE. 10.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2.GRADING OF RETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3.ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. 4.SEE UTILITY PLAN / SHOP DRAWINGS FOR SYSTEM LAYOUT. 5.TYPICAL DETAILS ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH REVIEWED SHOP DRAWINGS. CONSTRUCTION SEQUENCING 12"30"12" GRADE PAVEMENT/LANDSCAPING/SOD 60" DIA. PERF. CMP / HDPE INSTALL 30-MIL PVC IMPERMEABLE LINER (MNDOT 3733) OR CLAY LINER PER RECOMMENDATIONS FROM GEOTECH. ENGINEER SUBDRAIN FINE FILTER MATERIAL - FINE FILTER AGGREGATE PER MNDOT 3149.2-11 6" PVC PERF. DRAIN TILE PIPE WITH 4 ROWS OF PERFORATIONS ON BOTTOM PER MNDOT 3245 WITH TYPE 1 GEOTEXTILE FABRIC SOCK WRAPPED AROUND PIPE PER MNDOT 3733. LOCATION AS SHOWN ON THE PLANS FABRIC WRAP TOP WITH CONTECH C-40 NON-WOVEN GEOTEXTILE 3 INSTALL 40-MIL IMPERMEABLE LINER OR CLAY LINER PER RECOMMENDATIONS FROM GEOTECH ENGINEER* BELOW POND DUE TO CONTAMINATED SOILS, OR HIGH GROUNDWATER D 24 " 3H:1V MAX. 1.INSTALL SILT FENCE AND/OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP-GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO THE STORMWATER SYSTEM. 5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS, LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6.PERFORM ALL OTHER SITE IMPROVEMENTS. 7.PLANT ALL AREAS AFTER DISTURBANCE. 8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE. 11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. 4.SEE UTILITY PLAN / SHOP DRAWINGS FOR SYSTEM LAYOUT. ADJACENT PVMT. RIBBON CURB OR CURB CUT, SEE SITE AND GRADING PLANS GRASS PRETREATMENT STRIP OR PRETREATMENT STRUCTURE, SEE UTILITY AND LANDSCAPE PLANS UNDISTURBED, UNCOMPACTED IN-SITU SOIL NETLESS EROSION BLANKET IN BOTTOM OF BASIN. SLIT BLANKET TO ALLOW PLANT MATERIAL SURFACE IF PLUG PLANTING IS TO BE USED, SEE GRADING AND LANDSCAPE PLANS 4" 1.5' UNDERDRAIN GRAVEL BLANKET 1-1.5" DOUBLE WASHED STONE (NON LIMESTONE OR CONCRETE MATERIAL) NON-WOVEN GEOTEXTILE (MnDOT 3733, TYPE 1 - HIGH FLOW RATE) AROUND GRAVEL BLANKET - EXTENDING 1.5' FROM SIDES OF UNDERDRAIN PIPE 6" PVC PERF. DRAIN TILE PIPE WITH 4 ROWS OF PERFORATIONS ON BOTTOM PER MNDOT 3245. LOCATION AS SHOWN ON THE PLANS SEE GRADING PLAN FOR DEPTH PLANT MATERIAL, SEE LANDSCAPE PLAN SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS 6-8" CRUSHED ANGULAR RIPRAP IN BOTTOM OF BASIN CONSTRUCTION SAND (UNDER ROCK WINDOW ONLY) LINED BIO-FILTRATION BASIN (RAIN GARDEN - TYP.) N T S CONSTRUCTION SEQUENCING MPCA BIORETENTION SOIL MIX 'C' OR 'D'. DEPTH 24" 4 8"8" TYP. PROVIDE SHOP DRAWINGS FOR POST LAYOUT 8" 5' - 0 " TY P . 8" DECORATIVE METAL FENCE - 4' HT. N T S 1 4" THICK EXP. JOINT (TYP.) ALUMINUM POST GROUTED IN PLACE 8" CONCRETE POST FOOTING CLASS V AGGREGATE SUBBASE 3-RAIL FLAT TOP 48" HT, W/ HEAVY DUTY POSTS, APPROX. 6' O.C. , SEE NOTES SURFACE MOUNT FITTINGS & HARDWARE PER MANUF. SPEC. DRILL & GROUT INTO CONC. PER MANUF. FOOTING/EMBEDDED CONDITION, SEE SITE PLAN SURFACE MOUNTED CONDITION, SEE SITE PLAN MIN. 4" FROM EDGE OF CONC./SURFACE, VERIFY W/ INSTALLER & MANUF. TYP. NOTES: 1.DETAIL PROVIDED FOR REFERENCE ONLY, BASED ON MONTAGE PLUS FENCE (MAJESTIC STYLE) BY AMERISTAR PRODUCTS. PRODUCT SHOP DRAWINGS REQUIRED 2.PROVIDE TOP CONDITION, MATERIALS, COLOR & FINISH SAMPLES AND SHOP DRAWINGS 4' - 0 " TY P . 5 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.4 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION TRUNCATED DOMES ON PRIVATE PROPERTY ARE NOT REQUIRED. PROVIDE OWNER WITH ADD ALTERNATE ON INSTALLATION OF TRUNCATED DOMES. EAST P O I N T D O U G L A S R O A D S O U T H (A Pub l i c R / W ) EA S T P O I N T D O U G L A S R O A D S O U T H (A P u b l i c R / W ) Drainag e & U t i l i t y E a s e m e n t Per Pla t o f E V E R W O O D Drain a g e & U t i l i t y E a s e m e n t Per P l a t o f E V E R W O O D Gas (P e r R e c . ) Dra i n a g e & U t i l i t y E a s e m e n t Per P l a t o f F R A T T A L O N E ' S [2] T r a i l E a s e m e n t p e r Doc . N o . 3 6 7 4 9 2 4 [2] General Area of Overlook Easement per Doc. No. 3674924 Woo d W a l l NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS PARKING LOT AREA FOR ISLANDS SF = 14,506 ISLAN D A ISLAN D B ISLAN D C ISLAN D D L1.0 LANDSCAPE PLAN COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R 1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN). 2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS.. POLLINATOR SAFE PLANT MATERIAL: PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES LANDSCAPE PLAN LEGEND: EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF. INSTRUC./SPECS. SEE SHEET L1.1 FOR PLANTING SCHEDULE AND GROUND COVER LEGEND SEE SHEET LT1.0 FOR EXTERIOR LIGHTING PLAN PLANTING SEASON SCHEDULE SEASON CONIFEROUS DECIDUOUS REMARKS SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15 M AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15 NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. SEE SHEET C0.1 FOR GENERAL LANDSCAPE NOTES CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R MULCH SCHEDULE AREA MULCH TYPE EDGING FABRIC REMARKS TREE RINGS 4" DEPTH, SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.1 PLANTING BEDS 4" DEPTH, SHREDDED CEDAR YES NO MAINT. STRIP AT BUILDING FOUNDATION 3" DEPTH, 1-1/2" CRUSHED LIMESTONE YES YES SEE DETAIL NATIVE SEED AREAS STRAW MULCH NA NA PER SEED MANUF. & MNDOT SEEDING MANUAL NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL MATERIALS 0 1" = 30'-0" 30'-0"15'-0" N CITY OF COTTAGE GROVE LANDSCAPE SPECIFIC NOTES: 1.TREES SHALL BE STAKED PRIOR TO INSTALLATION SUCH THAT THEY CAN BE REVIEWED FOR CONFORMANCE TO THE PLANTING RESTRICTIONS. SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY TREES RB 7 River Birch / Betula nigra 2.5" Cal. B&B NATIVE N EK 8 Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&B NATIVE CULTIVAR N QB 10 Swamp White Oak / Quercus bicolor 2.5" Cal. B&B NATIVE Y QE2 5 Northern Pin Oak / Quercus ellipsoidalis 2.5" Cal. B&B NATIVE 30 SUBTOTAL: EVERGREEN TREES BF 9 Balsam Fir / Abies balsamea 6` B&B NATIVE JE 9 Eastern Red Cedar / Juniperus virginiana 6` B&B NATIVE 18 SUBTOTAL: ORNAMENTAL TREES CV2 3 Winter King Hawthorn / Crataegus viridis `Winter King`#15 CONT NOT NATIVE Y MP 1 Prairifire Crabapple / Malus x `Prairifire`1.5" Cal. B&B NATIVE CULTIVAR Y 4 SUBTOTAL: SYMBOL CODE QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY SHRUBS AA 78 Regent Serviceberry / Amelanchier alnifolia `Regent`#5 CONT NATIVE CULTIVAR Y AA2 59 Autumn Magic Black Chokeberry / Aronia melanocarpa `Autumn Magic`#5 CONT NATIVE Y CA2 114 Arctic Fire Dogwood / Cornus sericea `Arctic Fire`#5 CONT NATIVE CULTIVAR Y HA 22 Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONT NOT NATIVE Y SGJ 25 Sea Green Juniper / Juniperus chinensis `Sea Green`#5 CONT NOT NATIVE N JM2 7 Medora Juniper / Juniperus scopulorum `Medora`#5 CONT NOT NATIVE N RG 13 Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONT NATIVE Y SS 55 Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONT NOT NATIVE Y VD 32 Arrowwood Viburnum / Viburnum dentatum 'Arrowwood'#5 CONT NATIVE Y 405 SUBTOTAL: GRASSES CK 17 Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONT NOT NATIVE N SH 4 Prairie Dropseed / Sporobolus heterolepis #1 CONT NATIVE Y 21 SUBTOTAL: PERENNIALS EM 5 Magnus Purple Coneflower / Echinacea purpurea `Magnus`#1 CONT NATIVE CULTIVAR Y HS 3 Stella Supreme Daylily / Hemerocallis x `Stella Supreme`#1 CONT NOT NATIVE Y SA2 3 Showy Stonecrop / Sedum spectabile `Autumn Fire`#1 CONT NOT NATIVE Y 11 SUBTOTAL: PLANT SCHEDULE SYMBOL QTY COMMON / BOTANICAL NAME SIZE GROUND COVERS 10,237 sf ROCK MAINTENANCE STRIP / ROCK MAINTENANCE STRIP 1.5" DECORATIVE SCREENED ROCK/STONE INSTALLED 3" DEEP OVER GEOTEXTILE FABRIC. PROVIDE EDGING AS SHOWN ON LANDSCAPE PLAN. Mulch 29,993 sf BLUE GRASS SOD / SOD BLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ON PREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4% ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLL PREFERRED FOR LARGER AREAS. Sod MNDOT - SEED MIXES 25,073 sf MN SEED MIX #35-221 DRY PRAIRIE GENERAL, / MNDOT - GENERAL RESTORATION SEED MIX SEEDING RATE: 36.5 LB/ACRE (98.7 SEEDS/SF). MNDOT TYPE1 MULCH W/STRAW, EROSION CONTROL BLANKET, OR HYDROMULCH. REFERENCE MNDOT SEEDING MANUAL SPECIFICATIONS (2023). Seed Mix 3,079 sf MN SEED MIX #34-262 WET PRAIRIE / MNDOT - LOWER BASIN SEED MIX SEEDING RATE: 14.5 LB/ACRE (128.4 SEEDS/SF). MNDOT TYPE1 MULCH W/STRAW, EROSION CONTROL BLANKET, OR HYDROMULCH. REFERENCE MNDOT SEEDING MANUAL SPECIFICATIONS (2023). Seed Mix 14,501 sf MN SEED MIX #36-711 WOODLAND EDGE, / MNDOT – SHADED GRASSLAND SEED MIX SEEDING RATE: 35.5 LB/ACRE (63.1 SEEDS/SF). MNDOT TYPE1 MULCH W/STRAW, EROSION CONTROL BLANKET, OR HYDROMULCH. REFERENCE MNDOT SEEDING MANUAL SPECIFICATIONS (2023). Seed Mix GROUND COVER SCHEDULE TEMPORARY IRRIGATION OR WATERING UNTIL ESTABLISHMENT TEMPORARY IRRIGATION OR WATERING UNTIL ESTABLISHMENT TEMPORARY IRRIGATION OR WATERING UNTIL ESTABLISHMENT TEMPORARY IRRIGATION OR WATERING UNTIL ESTABLISHMENT TEMPORARY IRRIGATION OR WATERING UNTIL ESTABLISHMENT PERMANENT IRRIGATION PERMANENT IRRIGATION PERMANENT IRRIGATION PERMANENT IRRIGATION PERMANENT IRRIGATION PERMANENT IRRIGATION L1.1 LANDSCAPE PLAN NOTES & DETAILS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 24904 Patrick J. Sarver LICENSE NO.DATE 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES & LEGEND Know what's below. before you dig.Call R DRAWN @ ? size PERENNIAL BED PLANTING N T S PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. SIZE VARIES SEE LANDSCAPE PLAN MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 1 DECIDUOUS & CONIFEROUS SHRUB PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. THREE TIMES WIDTH OF ROOTBALL RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 4 DRAWN @ ? size DECIDUOUS & CONIFEROUS TREE PLANTING ON SLOPE N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) STAKING REQUIRED - TWO 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT OPPOSITE EACH OTHER - ONE UP HILL ONE DOWN HILL. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE, ENSURE ROOT CROWN IS AT FINISH ELEV. MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK FINISH GRADE - 3:1 SLOPE SHOWN FOR REFERENCE, SEE GRADING & LANDSCAPE PLANS FOR PROPOSED SITE CONDITIONS. TREES SHALL NOT BE PLANTED ON SLOPES GREATER THAN 3:1. REMOVE WIRE BASKET IF PRESENT. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY VERTICAL SIDES OF PLANTING HOLE REQUIRED TO MINIMIZE SLOPE DISRUPTION BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL, DESIGN OF BEDS OR OVERALL PLANT PLACEMENT, AND SLOPE. CONSTRUCT SOIL WATERING RING AROUND TREE ENSURE ROOT BALL "SHOULDER" IS COMPLETELY BURIED IN GROUND AND/OR NEW WATERING RING SOIL ROOT BALL + 12" PER SIDE COORDINATE BETWEEN THIS DETAIL AND STANDARD PLANTING DETAILS, MODIFY PLANTING AS NEEDED 5 THREE TIMES WIDTH OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 2 FINISHED GRADE 18" - VERIFY W/ PLAN DRAWN @ ? size AGGREGATE MAINTANENCE STRIP N T S SLOPE - MIN. 2%, MAX. 5:1 VERIFY W/ GRADING PLAN FACE OF BUILDING, WALL, OR STRUCTURE MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED COMPACTED SUBGRADE 3 0 1" = 50'-0" 50'-0"25'-0" N6IRRIGATION DIAGRAM LANDSCAPE PLAN LEGEND: PERMANENT IRRIGATION TEMPORARY IRRIGATION OR WATERING UNTIL ESTABLISHMENT LT1.0 LIGHTING PLAN REVISION SUMMARY DATE DESCRIPTION EAST P O I N T D O U G L A S R O A D S O U T H (A Pub l i c R / W ) EA S T P O I N T D O U G L A S R O A D S O U T H (A P u b l i c R / W ) Edge of Woods NO BUILDINGS Di r t P a t h Dir t P a t h Concrete Gate Chain Link Fenc e Gas (P e r R e c . ) [2] T r a i l E a s e m e n t p e r Doc . N o . 3 6 7 4 9 2 4 [2] General Area of Overlook Easement per Doc. No. 3674924 Woo d W a l l CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 58960 ANDERS S. MELBY LICENSE NO.DATE 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. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.0 SWPPP - EXISTING CONDITIONS SWPPP LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT 1125 REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 30'-0" 30'-0"15'-0" N CITY OF COTTAGE GROVE EROSION CONTROL NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: 1.POST CONSTRUCTION INFILTRATION TESTING IS REQUIRED BY THE CITY OF COTTAGE GROVE. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL FIRM TO COMPLETED DOUBLE RING INFILTROMETER TESTING. INFILTRATION RATES TO BE BETWEEN 3.2-8.3 IN/HR. 2.CONTRACTOR SHALL NOT EXCAVATE INFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN 3 FEET OF FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. 3.WHEN EXCAVATING THE INFILTRATION SYSTEM TO WITHIN 3 FEET OF FINAL GRADE, CONTRACTOR SHALL STAKE OFF AND MARK THE AREA SO HEAVE CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN THE INFILTRATION AREA. EAST P O I N T D O U G L A S R O A D S O U T H (A Pub l i c R / W ) EA S T P O I N T D O U G L A S R O A D S O U T H (A P u b l i c R / W ) Gas (P e r R e c . ) [2] T r a i l E a s e m e n t p e r Doc . N o . 3 6 7 4 9 2 4 [2] General Area of Overlook Easement per Doc. No. 3674924 Woo d W a l l NO PA R K I N G CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONSTRUCTION ENTRANCE INLET PROTECTION AT PROPOSED CATCH BASIN, TYP PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 30) PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 30) PLACE TURF REINFORCEMENT MAT ON ALL SLOPES 3:1 OR STEEPER (MNDOT CATEGORY 3) SWALE BOTTOM AND SIDE SLOPES TO HAVE EROSION CONTROL BLANKET (MNDOT CATEGORY 30)OVERLAPPING WITH TURF REINFORCEMENT MAT (MNDOT CATEGORY 3) SWALE BOTTOM AND SIDE SLOPES TO HAVE EROSION CONTROL BLANKET (MNDOT CATEGORY 30) OVERLAPPING WITH TURF REINFORCEMENT MAT (MNDOT CATEGORY 3) COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 58960 ANDERS S. MELBY LICENSE NO.DATE 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. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.1 SWPPP - PROPOSED CONDITIONS SWPPP LEGEND: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET 1137 REVISION SUMMARY DATE DESCRIPTION EX. 1' CONTOUR ELEVATION INTERVAL1125 Know what's below. before you dig.Call R 0 1" = 30'-0" 30'-0"15'-0" N CITY OF COTTAGE GROVE EROSION CONTROL NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: 1.POST CONSTRUCTION INFILTRATION TESTING IS REQUIRED BY THE CITY OF COTTAGE GROVE. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL FIRM TO COMPLETED DOUBLE RING INFILTROMETER TESTING. INFILTRATION RATES TO BE BETWEEN 3.2-8.3 IN/HR. 2.CONTRACTOR SHALL NOT EXCAVATE INFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN 3 FEET OF FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. 3.WHEN EXCAVATING THE INFILTRATION SYSTEM TO WITHIN 3 FEET OF FINAL GRADE, CONTRACTOR SHALL STAKE OFF AND MARK THE AREA SO HEAVE CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN THE INFILTRATION AREA. TURF REINFORCEMENT MAT STEEP SLOPE AREAS: FIELD VERIFY BEDROCK LOCATIONS / DEPTH. GEOTECH AND CIVIL ENGINEER TO BE ON-SITE TO EVALUATE SLOPE AND STABILIZATION PLAN DURING CONSTRUCTION. MAY BE COMBINATION OF EXPOSED BEDROCK AND/OR TURF REINFORCEMENT MATTING (CATEGORY 3 OR 4). COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 58960 ANDERS S. MELBY LICENSE NO.DATE 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. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.2 SWPPP - DETAILS REVISION SUMMARY DATE DESCRIPTION SW1.3 SWPPP - NARRATIVE OWNER INFORMATIONTRAINING SECTION 21 AREAS AND QUANTITIES: NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE 8. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 13. INSTALL STREET SECTION 14. INSTALL CURB AND GUTTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1.THE FINAL SWPPP; 2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. 9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b.NAME OF PERSONS CONDUCTING INSPECTIONS; AND c.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED ·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES ·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH ·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. ·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. REVISION SUMMARY DATE DESCRIPTION EAST POINT APARTMENTS LLC 1834 EAST 38TH STREET MINNEAPOLIS, MN 55407 ROBB LUBENOW 612-275-7210 . SOIL CONTAMINATION NARRATIVE: SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS NOT LOCATED WITHIN ONE MILE OR DISCHARGING TO AN IDENTIFIED IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 58960 ANDERS S. MELBY LICENSE NO.DATE 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. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 4/22/22 EXPIRATION: 5/31/2025 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. PROJECT NARRATIVE: PROJECT IS THE DEVELOPMENT OF AN EXISTING UNDEVELOPED PROPERTY INTO AN APARTMENT BUILDING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR. INFILTRATION NARRATIVE: INFILTRATION IS NOT PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM. NATIVE BUFFER NARRATIVE: PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED OF THIS PROJECT BECAUSE WATER BODIES ARE NOT LOCATED ON SITE. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 58960 ANDERS S. MELBY LICENSE NO.DATE 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. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.4 SWPPP - ATTACHMENTS ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT GENERAL SITE INFORMATION (5.1) 1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (5.5) THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED. 2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.3 3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9): EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS. LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES. ·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS. ·LOCATIONS OF AREAS NOT TO BE DISTURBED. ·LOCATION OF AREAS OF PHASED CONSTRUCTION. ·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER. ·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA 4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16) N/A 5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23) N/A 6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B? NO IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. 7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML NO IF NO, SKIP TO TRAINING DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? N/A IF YES: A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL. B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL. IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS. N/A 8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMES N/A SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15) 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT: INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. FILTRATION CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D. 3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8) IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. SITE LIES WITHIN 10-YEAR COMPOSITE GROUNDWATER CAPTURE ZONE, WHICH PROHIBITS INFILTRATION. 4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. N/A EROSION PREVENTION PRACTICES (SECTION 8.1) DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION: 1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE. 2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.): TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. 3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.): SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL. 4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE) FINAL STABILIZATION OF SWALES WILL BE SOD 5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.) RIP RAP WILL BE UTILIZED AT PIPE OUTLETS 6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND FILTRATION AREAS WILL BE UTILIZED 7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. N/A, NO DITCHES ON SITE 8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.): OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE. 9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIAL WATERS). N/A 10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREAS MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS. SEDIMENT CONTROL PRACTICES (SECTION 9.1) DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS 1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL: SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE 2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES: SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY 3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION: SEE INLET PROTECTION DETAILS 4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES: THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA: SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT FILTRATION AREAS. 6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE: LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED 7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE: N/A 8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT: N/A 9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER? NO IF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14. N/A DEWATERING AND BASIN DRAINING (SECTION 10.1) 1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THE PERMIT): N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6): N/A ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1) 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO 2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER). N/A 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME. N/A 6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS. N/A 7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT. N/A INSPECTIONS AND MAINTENANCE (SECTION 11.1) DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE: ·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND ·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST" 1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER: ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE 2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS: ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE 3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT: ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035: ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS 5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040: SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER. 6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE: EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS. 7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE: ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE 8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND: ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. FINAL STABILIZATION (25.22) 1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS: FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS. 2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22): CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL. 3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S: REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF. REVISION SUMMARY DATE DESCRIPTION PROJECT LOCATION ADDRESS E POINT DOUGLAS RD S CITY/TOWNSHIP COTTAGE GROVE STATE MN COUNTY WASHINGTON ZIP CODE 55016 PROJECT SIZE 3.3 ACRES LATTITUDE/LONGITUDE OF APPROX. CENTROID OF PROJECT 44.835656 N, 92.963918 W METHOD OF LAT/LONG COLLECTION ONLINE TOOL PROJECT TYPE RESIDENTIAL IMPERVIOUS SURFACES (ACRES) EXISTING 0.0 PROPOSED 1.6 DIFFERENCE 1.6 ESTIMATED CONSTRUCTION TIMELINE START JUNE 2026 END NOVEMBER 2028 CONSTRUCTION ACTIVITY APARTMENT AND SITE DEVELOPMENT SOIL TYPES SANDY SOILS RECEIVING WATER BODIES WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER (Y/N)IMPAIRED WATER (Y/N) 1 NA HWY 10/61 CORRIDOR POND N N SITE LOCATION MAP - COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PR E L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/29/2025 CITY SUBMITTAL 10/30/2025 WATERSHED SUBMITTAL 11/14/2025 CITY RESUBMITTAL 12/08/2025 CITY RESUBMITTAL 01/29/2026 CITY RESUBMITTAL PROJECT MANAGER PATRICK SARVER CONTACT NUMBER 612-615-0060 X 702 DRAWN BY BN, AM REVIEWED BY PS PROJECT NUMBER 25157 DO U G L A S R O A D M U L T I F A M I L Y E P O I N T D O U G L A S R O A D S , C O T T A G E G R O V E , 5 5 0 1 6 EA S T P O I N T A P A R T M E N T S L L C 18 3 4 E A S T 3 8 T H S T R E E T , M I N N E A P O L I S , M N 5 5 4 0 7 58960 ANDERS S. MELBY LICENSE NO.DATE 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. 01/29/2026 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.5 SWPPP - ATTACHMENTS ATTACHMENT C - COMBINED FACILITY MANAGEMENT SCHEDULE 1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE. 2.ALL GRIT CHAMBERS, SUMP CATCH BASINS, SUMP MANHOLES, OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED. 3.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT EARTH-MOVING EQUIPMENT). 4.UNDERGROUND STORAGE CHAMBERS MUST BE INSPECTED AT LEAST ONCE A YEAR TO ENSURE THAT ADEQUATE STORAGE CAPACITY REMAINS. CAPACITY WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE STORAGE VOLUME BY 50 PERCENT OF ITS ORIGINAL DESIGN VOLUME. ACCUMULATED DEBRIS AND SEDIMENT WILL BE REMOVED, AND INLET AND OUTLET STRUCTURES WILL BE CLEARED OF ANY FLOW IMPEDIMENTS. ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS. FACILITY INFORMATION SITE NAME: SITE ADDRESS: PERMIT NUMBER: CITY: STATE: ZIP CODE: INSPECTION INFORMATION INSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ ORGANIZATION/COMPANY MAN: _____________________________________________________ DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PM IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)? IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT: RAINFALL AMOUNT (IF APPLICABLE): ____________ IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE? IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTS NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. EROSION CONTROL REQUIREMENT (SECTION 8.1) 1.ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)? (7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISH SPAWNING RESTRICTIONS) 2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED? 3.IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED? 4.ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH, HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALES IF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS? 5.DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)? 6.IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP? 7.ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)? COMMENTS: SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1) 1.ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS? 2.ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS? 3.IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION? 3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? 4.DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE? 5.IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT? 6.IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION? 7.IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE? 8.IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE? COMMENTS: DISCLOSURES: ·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. ·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY. Y N N/A Y N N/A 7 DAY RAIN Y N MAINTENANCE AND INSPECTIONS (SECTION 11) 1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER? 2.ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL? 3.ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS? 4.ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY? 5.ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY? 6.IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS? 7.HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED? 8.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)? IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.). DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS AND IN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT? COMMENTS: Y N N/A POLLUTION PREVENTION (SECTION 12) 1.ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED? 2.ARE HAZARDOUS MATERIALS BEING PROPERLY STORED? 3.ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES? 4.ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF? 5.IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED? 6.IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN? 7.ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED? COMMENTS: Y N N/A OTHER 1.IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTION SITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS? 2.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED? 3.IS ANY DEWATERING OCCURRING ON SITE? IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOT CAUSING EROSION OR SCOUR? 4.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND IN ACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)? IF YES, DESCRIBE: 5.IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROM COMPACTION AND SEDIMENTATION? 6.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS: 7.PROPOSED AMENDMENTS TO THE SWPPP: 8.POTENTIAL AREAS OF FUTURE CONCERN: 9.ADDITIONAL COMMENTS Y N N/A Y N REVISION SUMMARY DATE DESCRIPTION 2.0 8 2.0 1 2.0 4 2.0 2 47210 SF PARKING 3530 SF COMMON AREA 2.0 3 2.0 5 625 SF TRASH 2.0 7 UNDER RAMP 454' - 5" 20 ' - 0 " 24 ' - 0 " 2 0 ' - 0 " 2 0 ' - 0 " 2 4 ' - 0 " 20' - 0" 24' - 0" 20' - 0" 20' - 0" 24' - 0" 20' - 0" VEHICLE ENTRANCE ACCESS TO LOWER PARKING RAMP TO UPPER PARKING BUILDING ENTRANCE 2.0 6 9' - 0" TRASH TO BE WHEELED OUT BY PROPERTY MANAGER FOR PICK-UP 305 SF UTILITY MAIL LOUNGE OFFICES PROPERTY LINE PROPERTY LINE PRO P E R T Y LINE CIVIL 815.00 TRANSFORMER AND GENERATOR RETAINING WALLS INDICATED ON CIVIL PLANS WILL BE COORDINATED BETWEEN STRUCTURAL ENINEER AND GEOTECHNICAL ENGINEER. EXISTING SUB-SURFACE GEOLOGY MAY BE USED IF SUITABLE 13 4 ' - 8 " TRAIL EASEMENT SETBACK PROPERTY LINE 20' - 0" 25' - 0" 20' - 0" CIRCULATION CIRCULATION 2.0 8 2.0 1 2.0 4 2.0 2 2120 SF COMMON AREA 47430 SF PARKING 2.0 3 2.0 5 20' - 0" 24' - 0" 2 0' - 0" OPEN TO BELOW 20 ' - 0 " 24 ' - 0 " 2 0 ' - 0 " 2 0 ' - 0 " 2 4 ' - 0 " 2 0 ' - 0 " 20' - 0" 24' - 0" 20' - 0" 2.0 7 RAMP FROM BELOW 20' - 8" 2.0 6 454' - 8" EXERCISE LOUNGE CIVIL 826.00 TRAIL EASEMENT SETBACK 25' - 0" PROPERTY LINE 20' - 0" 20' - 0" CIRCULATION CIRCULATION EAST POINT DOUGLAS RD SOUTH REVISIONS: SHEET TITLE PROJECT NO: DRAWN BY: CHK'D BY: www.collagearchitects.com DATE: DATE: PETER KEELY REGISTRATION NO: 23570 Collage | architects Architects Pete Keely 651.472.0050 708 15th Avenue NE Minneapolis, MN 55413 Civill Engineer CIVIL SITE GROUP MATTHEW PAVEK PATRICK SARVER 612.615.0060 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 1/ 2 9 / 2 0 2 6 1 1 : 5 6 : 3 9 A M 1.0 FLOOR PLANS Cottage Grove - East Point Douglas Rd S 12.08.2025 Project Number Author Checker SITE PLAN REVIEW 12.08.2025 1" = 200'-0"1.0 3 SITE CONTEXT 1" = 30'-0"1.0 1 LOWER PARKING LEVEL 1" = 30'-0"1.0 2 UPPER PARKING LEVEL LEVEL AREA LOWER PARKING 52,360 SF UPPER PARKING 50,120 SF LEVEL 1 42,610 SF LEVEL 2 42,610 SF LEVEL 3 42,610 SF LEVEL 4 42,030 SF GRAND TOTAL 272,330 SF PARKING LEVEL # LOWER PARKING 165 UPPER PARKING 131 TOTAL PARKING 296 PARKING # % ACCESSIBLE 6 2% COMPACT 4 1% STANDARD 286 97% TOTAL PARKING 296 SURFACE PARKING INCLUDED WITH LOWER PARKING LEVEL ZONING CODE PARKING: SS 11-3-4: OFF-STREET PARKING AND LOADING NO PARKING RATIO IDENTIFIED FOR MULTIFAMILY BUILDINGS IN BUSINESS DISTRICT PARKING RATIO PROVIDED: UNIT TYPE COUNT RATIO TOTAL STUDIO 8 1 8 ALCOVE 48 1 48 1 BR 73 1.5 110 1 BR + DEN 28 1.5 42 2 BR 22 2 44 3 BR 4 3 12 GUEST PARKING 32 296 STANDARD STALL = 20'x9' UNIT TYPE # % AREA* 1BR 73 40% 52,995 SF 1BR+D 28 15% 25,775 SF 2BR 22 12% 25,990 SF 3BR 4 2% 5,390 SF ALCOVE 48 26% 31,075 SF STUDIO 8 4% 3,990 SF UNITS TOTAL 183 145,215 SF 7.5'15'30'60' ZONING AND SITE PROPERTY AREA 266,961 SF (COMBINED LOTS) ZONED MU (BUSINESS DISTRICT) MINIMUM LOT WIDTH 100' PROPERTY LOT WIDTH 923' SS 11-8-3 ITEM B -DEVELOPMENT STANDARDS TABLE: 25' FRONT YARD SETBACK 20' CORNER LOT ON FRONT AND SIDE YARD FLOOR AREA RATIO DENSITY (FAR) INCLUDING 2 PARKING LEVELS 1.02 NOT INCLUDING PARKING LEVELS 0.64 BUILDING AREAS UNIT MIX PARKING No. Date Description 2.0 8 2.0 1 2.0 4 2.0 2 2.0 3 2.0 5 680 SF 1BR 640 SF ALCOVE 825 SF 1BR+D 640 SF ALCOVE 740 SF 1BR 855 SF 1BR+D 935 SF 1BR+D 875 SF 1BR+D 500 SF STUDIO 730 SF 1BR 730 SF 1BR 730 SF 1BR 500 SF STUDIO 880 SF 1BR+D 720 SF 1BR 720 SF 1BR 720 SF 1BR 715 SF 1BR 1040 SF 2BR 720 SF 1BR 1250 SF 1BR+D 635 SF ALCOVE 640 SF ALCOVE 740 SF 1BR 740 SF 1BR 740 SF 1BR 640 SF ALCOVE 720 SF 1BR 615 SF ALCOVE 720 SF ALCOVE 635 SF ALCOVE 735 SF 1BR 635 SF ALCOVE 735 SF 1BR 635 SF ALCOVE 735 SF 1BR 635 SF ALCOVE 735 SF 1BR 1390 SF 3BR 795 SF 1BR+D 2.0 7 915 SF STORAGE TRASH UT I L I T Y UT I L I T Y 2.0 6 710 SF ALCOVE 1165 SF 2BR 1255 SF 2BR 1155 SF 2BR 1160 SF 2BR 735 SF 1BR ROOF ANCHORS REQUIRED AND WILL BE PROVIDED AT PERMIT DRAWINGS 2.0 8 2.0 1 2.0 4 2.0 2 2.0 3 2.0 5 1335 SF 3BR 1220 SF 2BR 680 SF 1BR 640 SF ALCOVE 825 SF 1BR+D 640 SF ALCOVE 740 SF 1BR 855 SF 1BR+D 935 SF 1BR+D 1255 SF 2BR 500 SF STUDIO 730 SF 1BR 730 SF 1BR 730 SF 1BR 500 SF STUDIO 770 SF 1BR+D 1155 SF 2BR 1160 SF 2BR 720 SF 1BR 720 SF 1BR 865 SF 1BR+D1175 SF 2BR 720 SF 1BR 1250 SF 1BR+D 635 SF ALCOVE 640 SF ALCOVE 740 SF 1BR 740 SF 1BR 740 SF 1BR 640 SF ALCOVE 720 SF 1BR 720 SF ALCOVE 635 SF ALCOVE 735 SF 1BR 635 SF ALCOVE 735 SF 1BR 635 SF ALCOVE 735 SF 1BR 635 SF ALCOVE 735 SF 1BR CIRCULATION 710 SF ALCOVE TRASH 2.0 7 77' - 11" 915 SF STORAGE OUTDOOR PATIOS OUTDOOR PATIOS AND COMMON AREA UT I L I T Y UT I L I T Y 2.0 6 715 SF 1BR 615 SF ALCOVE 720 SF 1BR 1165 SF AMENITY HOT TUB ACTIVITY AREA 441' - 7" 213' - 0 " 237' - 2" 197' - 3" 875 SF 1BR+D TRAIL EASEMENT 20' - 0" PROPERTY LINE SETBACK 20' - 0" 2.0 8 2.0 1 2.0 4 2.0 2 2.0 3 2.0 5 1335 SF 3BR 1220 SF 2BR 680 SF 1BR 640 SF ALCOVE 825 SF 1BR+D 640 SF ALCOVE 740 SF 1BR 855 SF 1BR+D 935 SF 1BR+D 1255 SF 2BR 1165 SF 2BR 875 SF 1BR+D 500 SF STUDIO 730 SF 1BR 730 SF 1BR 730 SF 1BR 500 SF STUDIO 880 SF 1BR+D 1155 SF 2BR 1160 SF 2BR 720 SF 1BR 720 SF 1BR 720 SF 1BR 715 SF 1BR 865 SF 1BR+D1175 SF 2BR 720 SF 1BR 1250 SF 1BR+D 635 SF ALCOVE 640 SF ALCOVE 740 SF 1BR 740 SF 1BR 740 SF 1BR 640 SF ALCOVE 720 SF 1BR 615 SF ALCOVE 720 SF ALCOVE 635 SF ALCOVE 735 SF 1BR 635 SF ALCOVE 735 SF 1BR 635 SF ALCOVE 735 SF 1BR 635 SF ALCOVE 735 SF 1BR 2.0 7 915 SF STORAGE 2.0 6 710 SF ALCOVE 24' - 0" 20' - 0" 19' - 11" 24' - 0" 24' - 0" 24' - 0" 18' - 0" 42 ' - 5 " 28' - 4" 16' - 6"24' - 0"24' - 0"24' - 0"16' - 6" 33' - 7"27' - 6" 24' - 0" 24' - 8" 14' - 0" 24' - 8" 14' - 0" 24' - 0" 24' - 0" 38' - 8" 34' - 5" 22' - 4" 38' - 3" 24' - 0" 24' - 8" 14' - 0" 24' - 8" 14' - 0" 14' - 0"24' - 8"14' - 0"24' - 8"14' - 0"24' - 8"14' - 0" 35 ' - 7 " 30 ' - 5 " 39' - 3" 24' - 0" 24' - 0" 30' - 0" 30' - 0" 35' - 10" 35' - 10" 29' - 3" 14' - 0"24' - 8" 22' - 10" 34' - 7" 1" = 30'-0"1.1 1 LEVEL 1 FLOOR PLAN REVISIONS: SHEET TITLE PROJECT NO: DRAWN BY: CHK'D BY: www.collagearchitects.com DATE: DATE: PETER KEELY REGISTRATION NO: 23570 Collage | architects Architects Pete Keely 651.472.0050 708 15th Avenue NE Minneapolis, MN 55413 Civill Engineer CIVIL SITE GROUP MATTHEW PAVEK PATRICK SARVER 612.615.0060 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 1/ 2 9 / 2 0 2 6 1 1 : 5 6 : 4 7 A M 1.1 FLOOR PLANS Cottage Grove - East Point Douglas Rd S 12.08.2025 Project Number Author Checker SITE PLAN REVIEW 12.08.2025 1" = 30'-0"1.1 2 LEVELS 2-3 FLOOR PLAN 1" = 30'-0"1.1 3 LEVEL 4 FLOOR PLAN 1" = 30'-0"1.1 4 ROOF PLAN 7.5'15'30'60' No. Date Description LEVEL 1 100' - 0" UPPER PARKING 88' - 0" LEVEL 2 110' - 7 7/8" LEVEL 3 121' - 3 3/4" LEVEL 4 131' - 11 5/8" ROOF 142' - 7 1/2" T.O.PARAPET 145' - 7 1/2" LOWER PARKING 77' - 0" 42 ' - 7 1 / 2 " 12 ' - 0 " 11 ' - 0 " ARCHITECTURAL CONCRETE BLOCK CAST STONE FIBER CEMENT LAP SIDING METAL SIDING CONCEALED FASTENERS ELEVATOR OVERRUN CAST STONE BRICK MASONRY LOUVER, COLOR MATCH SURROUNDING METAL COPING, PREFINISHED ALUMINUM STOREFRONT 8' - 0 " 9' - 0 " 14' - 10" LEVEL 1 100' - 0" UPPER PARKING 88' - 0" LEVEL 2 110' - 7 7/8" LEVEL 3 121' - 3 3/4" LEVEL 4 131' - 11 5/8" ROOF 142' - 7 1/2" T.O.PARAPET 145' - 7 1/2" LOWER PARKING 77' - 0" CAST STONE 3' - 0 " 10 ' - 7 7 / 8 " 10 ' - 7 7 / 8 " 10 ' - 7 7 / 8 " 10 ' - 7 7 / 8 " 12 ' - 0 " 11 ' - 0 " 42 ' - 7 1 / 2 " 23 ' - 0 " RETAINING WALL FIBER CEMENT LAP SIDING 68 ' - 7 1 / 2 " FIBER CEMENT PANEL ALUMINUM BALCONY, POWDERCOAT ELEVATOR OVERRUN BLADE SIGN SOUTHEAST ELEVATION 75 ' - 8 " - L O W E S T G R A D E T O H I G H E S T P O I N T FIBER CEMENT LAP SIDING FIBER CEMENT LAP SIDING CAST STONE RETAINING WALL BRICK MASONRY LEVEL 1 100' - 0" UPPER PARKING 88' - 0" LEVEL 2 110' - 7 7/8" LEVEL 3 121' - 3 3/4" LEVEL 4 131' - 11 5/8" ROOF 142' - 7 1/2" T.O.PARAPET 145' - 7 1/2" LOWER PARKING 77' - 0" FIBER CEMENT LAP SIDING CAST STONE FIBER CEMENT LAP SIDING FIBER CEMENT PANEL CAST STONE METAL PANEL BRICK MASONRY BRICK MASONRY ELEVATOR OVERRUNBLADE SIGN 75 ' - 8 " - L O W E S T G R A D E T O H I G H T E S T P O I N T FIBER CEMENT LAP SIDING CAST STONE CAST STONE BRICK MASONRY LEVEL 1 100' - 0" UPPER PARKING 88' - 0" LEVEL 2 110' - 7 7/8" LEVEL 3 121' - 3 3/4" LEVEL 4 131' - 11 5/8" ROOF 142' - 7 1/2" T.O.PARAPET 145' - 7 1/2" LOWER PARKING 77' - 0" METAL SIDING CONCEALED FASTENERS FIBER CEMENT LAP SIDING BRICK MASONRY CAST STONE FIBER CEMENT PANEL LOUVER, COLOR MATCH SURROUNDING CAST STONE LEVEL 1 100' - 0" UPPER PARKING 88' - 0" LEVEL 2 110' - 7 7/8" LEVEL 3 121' - 3 3/4" LEVEL 4 131' - 11 5/8" ROOF 142' - 7 1/2" T.O.PARAPET 145' - 7 1/2" LOWER PARKING 77' - 0" FIBER CEMENT PANEL FIBER CEMENT PANEL BRICK MASONRY METAL PANEL METAL PANEL METAL SIDING CONCEALED FASTENERS FIBER CEMENT LAP SIDING CIVIL 815.00 RETAINING WALL CAST STONE CAST STONE FIBER CEMENT LAP SIDING LEVEL 1 100' - 0" UPPER PARKING 88' - 0" LEVEL 2 110' - 7 7/8" LEVEL 3 121' - 3 3/4" LEVEL 4 131' - 11 5/8" ROOF 142' - 7 1/2" T.O.PARAPET 145' - 7 1/2" LOWER PARKING 77' - 0" PARKING GARAGE ? FIBER CEMENT LAP SIDING FIBER CEMENT LAP SIDING LEVEL 1 100' - 0" UPPER PARKING 88' - 0" LEVEL 2 110' - 7 7/8" LEVEL 3 121' - 3 3/4" LEVEL 4 131' - 11 5/8" ROOF 142' - 7 1/2" T.O.PARAPET 145' - 7 1/2" LOWER PARKING 77' - 0" 45 ' - 7 1 / 2 " FIBER CEMENT LAP SIDING ALUMINUM BALCONY, POWDERCOAT FIBER CEMENT PANEL LEVEL 1 100' - 0" UPPER PARKING 88' - 0" LEVEL 2 110' - 7 7/8" LEVEL 3 121' - 3 3/4" LEVEL 4 131' - 11 5/8" ROOF 142' - 7 1/2" ARCHITECTURAL CONCRETE BLOCK FIBER CEMENT LAP SIDING METAL COPING, PREFINISHED FIBER CEMENT LAP SIDING BRICK MASONRY CAST STONE WES T LE G - SOUT H SOUTHEAST EAST REVISIONS: SHEET TITLE PROJECT NO: DRAWN BY: CHK'D BY: www.collagearchitects.com DATE: DATE: PETER KEELY REGISTRATION NO: 23570 Collage | architects Architects Pete Keely 651.472.0050 708 15th Avenue NE Minneapolis, MN 55413 Civill Engineer CIVIL SITE GROUP MATTHEW PAVEK PATRICK SARVER 612.615.0060 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 1/ 2 9 / 2 0 2 6 1 1 : 5 7 : 0 4 A M 2.0 ELEVATIONS Cottage Grove - East Point Douglas Rd S 12.08.2025 Project Number Author Checker SITE PLAN REVIEW 12.08.2025 1/16" = 1'-0"2.0 1 WEST LEG - WEST ELEVATION 1/16" = 1'-0"2.0 3 SOUTHEAST ELEVATION 1/16" = 1'-0"2.0 4 EAST ELEVATION 1/16" = 1'-0"2.0 5 NORTH LEG - NORTH ELEVATION 1/16" = 1'-0"2.0 2 WEST LEG - SOUTH ELEVATION 1/16" = 1'-0"2.0 6 NORTH LEG - WEST ELEVATION 1/16" = 1'-0"2.0 7 NORTHWEST ELEVATION 1/16" = 1'-0"2.0 8 WEST LEG - NORTH ELEVATION MATERIALS - WEST LEG - WEST CLASS 1 - BRICK 828 SF 14.4% CLASS 1 - CAST STONE 934 SF 16.3% CLASS 1 - GLAZING 1933 SF 33.6% CLASS 2 - BURNISHED BLOCK 331 SF 5.8% CLASS 3 - FIBER CEMENT 1071 SF 18.6% CLASS 3 - METAL PANEL 652 SF 11.3% 5749 SF MATERIALS - WEST LEG - SOUTH CLASS 1 - BRICK 1329 SF 8.6% CLASS 1 - CAST STONE 4950 SF 31.9% CLASS 1 - GLAZING 3826 SF 24.7% CLASS 3 - FIBER CEMENT 4106 SF 26.5% CLASS 3 - METAL PANEL 1285 SF 8.3% 15497 SF MATERIALS - SOUTHEAST CLASS 1 - BRICK 1952 SF 10.9% CLASS 1 - CAST STONE 6952 SF 38.8% CLASS 1 - GLAZING 4531 SF 25.3% CLASS 3 - FIBER CEMENT 4213 SF 23.5% CLASS 3 - METAL PANEL 263 SF 1.5% 17911 SF MATERIALS - EAST CLASS 1 - BRICK 1815 SF 12.1% CLASS 1 - CAST STONE 4405 SF 29.4% CLASS 1 - GLAZING 3593 SF 24% CLASS 3 - FIBER CEMENT 4719 SF 31.5% CLASS 3 - METAL PANEL 451 SF 3% 14983 SF MATERIALS - NORTH LEG - NORTH CLASS 1 - BRICK 601 SF 14.2% CLASS 1 - CAST STONE 1197 SF 28.3% CLASS 1 - GLAZING 1112 SF 26.3% CLASS 3 - FIBER CEMENT 1177 SF 27.9% CLASS 3 - METAL PANEL 134 SF 3.2% 4221 SF MATERIALS - NORTH LEG - WEST CLASS 1 - CAST STONE 676 SF 15.5% CLASS 1 - GLAZING 1409 SF 32.3% CLASS 3 - FIBER CEMENT 2122 SF 48.7% CLASS 3 - METAL PANEL 152 SF 3.5% 4359 SF MATERIALS - NORTHWEST CLASS 1 - GLAZING 3130 SF 34.7% CLASS 3 - FIBER CEMENT 5881 SF 65.3% 9011 SF MATERIALS - WEST LEG - NORTH CLASS 1 - BRICK 210 SF 3.6% CLASS 1 - GLAZING 2074 SF 35.9% CLASS 3 - FIBER CEMENT 3321 SF 57.5% CLASS 3 - METAL PANEL 171 SF 3% 5776 SF STREET FACING CLASS 1 MATERIALS = 75% STREET FACING CLASS 1 MATERIALS = 65% TOTAL BUILDING CLASS 1 MATERIALS EQUAL 61% TOTAL STREET FACING CLASS 1 MATERIALS EXCEED 65% MATERIALS - TOTAL MATERIALS CLASS 1 - BRICK 6735 SF 8% CLASS 1 - CAST STONE 22013 SF 26.1% CLASS 1 - GLAZING 23081 SF 27.4% CLASS 2 - BURNISHED BLOCK 331 SF 0.4% CLASS 3 - FIBER CEMENT 28905 SF 34.3% CLASS 3 - METAL PANEL 3252 SF 3.9% No. Date Description TOTAL BUILDING INCLUDES BALCONY RETURN WALLS AND COURTYARD WALLS THAT MAY NOT BE SHOWN IN ELEVATIONS CLASS 1 MATERIALS EXCEED 61% STREET FACING CLASS 1 MATERIALS = 65% STREET FACING ELEVATIONS NORTHWEST SOUTHEAST RED LINE INDICATES EXISTING GRADE CIVIL 843.00 CIVIL 823.00 45 ' - 8 " FR O M S I T E A V E R A G E 40 ' - 8 " FR O M B U I L D I N G A V E R A G E 60 ' - 8 " CIVIL 808.50 CIVIL 887.69 WEST EAST RED LINE INDICATES EXISTING GRADE CIVIL 823.00 CIVIL 843.00 CIVIL 851.78 47 ' - 8 " CIVIL 804.49 FR O M S I T E A V E R A G E 40 ' - 8 " FR O M B U I L D I N G A V E R A G E 60 ' - 8 " NORTH SOUTH RED LINE INDICATES EXISTING GRADE CIVIL 843.00 CIVIL 823.00 FR O M S I T E A V E R A G E 40 ' - 8 " FR O M B U I L D I N G A V E R A G E 60 ' - 8 " CIVIL 848.84 2 2.1 3 2.1 1 2.1 CIVIL 884.49 CIVIL 802.00 1/64" = 1'-0"2.1 4 SITE GRADING DIAGRAM 1/32" = 1'-0"2.1 2 SECTION DIAGRAM 2 - CENTER OF BUILDING LOOKING NORTHEAST 1/32" = 1'-0"2.1 3 SECTION DIAGRAM 3 - EAST SIDE LOOKING NORTH REVISIONS: SHEET TITLE PROJECT NO: DRAWN BY: CHK'D BY: www.collagearchitects.com DATE: DATE: PETER KEELY REGISTRATION NO: 23570 Collage | architects Architects Pete Keely 651.472.0050 708 15th Avenue NE Minneapolis, MN 55413 Civill Engineer CIVIL SITE GROUP MATTHEW PAVEK PATRICK SARVER 612.615.0060 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 1/ 2 9 / 2 0 2 6 1 1 : 5 7 : 1 4 A M 2.1 SITE DIAGRAMS Cottage Grove - East Point Douglas Rd S 12.08.2025 Project Number Author Checker SITE PLAN REVIEW 12.08.2025 1/32" = 1'-0"2.1 1 SECTION DIAGRAM 1 - WEST SIDE LOOKING EAST RED REGION INDICATES PROPERTY 2.1 5.1 BIRDSEYE - SOUTHWEST LOOKING NORTHEAST 2.1 5.2 BIRDSEYE - EAST LOOKING WEST No. Date Description GRADING NOTES SITE HIGHEST POINT -APX 884.5' SITE LOWEST POINT -APX 801.5' SITE AVERAGE BEWTEEN = 843.0' HIGHEST GRADE AT BUILIDING -838.0' LOWEST GRADE AT BUILDING -808.3' AVERAGE GRADE BETWEEN 823.15' REVISIONS: SHEET TITLE PROJECT NO: DRAWN BY: CHK'D BY: www.collagearchitects.com DATE: DATE: PETER KEELY REGISTRATION NO: 23570 Collage | architects Architects Pete Keely 651.472.0050 708 15th Avenue NE Minneapolis, MN 55413 Civill Engineer CIVIL SITE GROUP MATTHEW PAVEK PATRICK SARVER 612.615.0060 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 10 / 2 9 / 2 0 2 5 1 1 : 5 4 : 1 0 A M 3.0 PERSPECTIVES Cottage Grove - East Point Douglas Rd S 10.29.2025 Project Number Author Checker SITE PLAN REVIEW 10.29.2025 No. Date Description NORTHEAST CORNER LOOKING SOUTHWEST SOUTHEAST CORNER LOOKING WEST SOUTH CORNER LOOKING NORTH SOUTHWEST CORNER LOOKING NORTHEAST AT BUILDING ENTRY 11.05.2025Cottage Grove - East Point Douglas Rd S SITE PLAN REVIEW 4.0 EXTERIOR MATERIALS YELLOWTREE October 29, 2024 Samantha Pierret, AICP Senior Planner City of Cottage Grove 12800 Ravine Parkway South, Cottage Grove, MN 55016 RE: Douglas Road market-rate housing proposal Project Description: The proposed project is located on an undeveloped hillside on Douglas Drive. The building proposed will be four stories, with two levels of below grade parking. The building will contain a total of 186 market rate units, with a mix of studio, alcoves, 1-,1 bedroom den, 2-, and 3-bedroom units per the mix below. Note: Alcove units are a hybrid between a one bedroom and a studio where the units have a bed alcove area inside the unit. The range of units will provide for a diverse mix of household types, and different levels of rent. Although each unit type would attract a mix of tenants, we have found that some general trends do exist for the make-up of the residents. The residents in the smaller units would generally be a traditional younger renter starting out that wants to be in the community. The larger one- bedroom units and the one-bedroom units with dens tend to appeal to a more established single person, sometimes with part-time children, often working from home, especially with the dens. There are two- bedroom units that would appeal equally to young couples, or roommates. The three-bedroom units would generally appeal to young families. We have also included some upscale penthouse-style units on the fourth floor. The resident mix and type is intended to meet the market with reasonable rents for the level of amenities, on this great site in a great community. Building amenities include a sky lounge with a roof deck, fitness center, yoga studio, package center, work from home stations, and community rooms with a kitchen and gaming areas. Potential outdoor amenities include a pool and amenity deck with turf area for yard games and volleyball, patio spaces, grilling stations, and a sauna. Yellow Tree Construction Services 1834 East 38th Street • Minneapolis, MN • 55407 Page 2 of 4 Building Metrics: PROPOSED Front yard setback at Douglas drive 25’ REVERSE Side yard setback at 71st 21’-4”" Rear yard setback GREATER THAN 50’ Floor Area Ratio .77 (residential area) Floor Area Ratio 1.24 total area. Maximum Height 77’-7” Building Design and Materials: The site sits in a prominent area at the base of a large hill. The hill has approximately 40’ of grade change from the front (street side of the building to the back of the building (hill side). The design accommodates the hill and wraps around the base. The structure with a two-story parking area helps to mitigate the grade change and acts as a retaining wall. Aesthetically this creates a base for the building. The base around the building is articulated with masonry construction. The upper portion of the building highlights the two corners in a symmetrical pattern with a courtyard in the middle. The courtyard provides an amenity for the residents, and it also breaks up the mass of the building and provides a greater setback along Douglas Drive. The front entry is located on the north portion of the site and will be a two-story element to help reduce the scale and create an entry identity for the project. This area is an amenity for the residents and provides easy access for visitors. A canopy will highlight the entry. The building is four stories of wood frame construction over two stories of concrete construction. The building is four stories tall on the hill side. On the street side the grade changes to expose one to two stories of the parking area. Building materials will consist primarily of brick, and burnished block at the lower stories. Cultured stone, cement board in a lap siding profile, along with flat panel cement board, composite widows, and prefinished aluminum trim, Brick is located at the front of the building facing Douglas Drive. See elevations. Height: The proposed project is four stories tall, over two levels of underground parking. The above ground portion of the building is generally 48'-0" above the parking. Most of the parking is below grade on the hillside. However, the below grade parking levels are exposed on the street sides. The average height is approximately 44'-8" above average site grade. There is also an elevator overrun, and a parapet that helps to screen mechanical units that is an additional 5' above the roof deck. From the building’s entry to the top of the parapet, the height is 68’-7” (55’ allowed per zoning). The project site has steep existing grade making the north side building height at 45’-7” at the highest grade along the building. Grade is at its lowest in the south side of the east wall where the building height appears 77’-7”. Retaining walls are Page 3 of 4 required to keep the existing higher grades, these could be as tall as 19’ along the north side. These walls are held off the building 15’ to allow for views and light into the units and provide a wide walking path. Grade is modified around the building to manage stormwater and provide egress and access. Please see sheet 2.1, Site Diagrams for grade related to building height. VARIANCE REQUEST: We are requesting a height variance for the project. This is necessary due to the extreme slopes of the site. On a typical flat site, the building would be less than 55’ from typical grade. However, on this site the drop in grade is exposing an additional 12-16’ of the building. Additionally, the site is irregular in shape. The site is further restricted by the curve along Douglas Drive and the limitations for safe vehicular access points along Douglas. Therefore: The variance request is based on the conditions of the site, and is unique to the site, and not caused by the owner, and is not for financial reasons. Site Access and Parking: The site has one access point at the east end. This location is selected as it mitigates the grade differences on the site. The enclosed parking is accessed from the east side. There is an internal ramp that allows access to both levels of parking. There are a total of 293 parking stalls proposed. 258 stalls are enclosed in two levels of underground parking These stalls are for residents only. The surface area consists of 35 parking stalls. These stalls would be a mix of visitor parking as well as resident parking. In suburban areas we have found that the appropriate level of parking is measured by the number of bedrooms. Typical parking ratios do not account for differences in unit sizes, thus a studio apartment would have the same parking requirement as a three bedroom apartment when looking at a per unit parking requirement. We have also found that when most parking requirement standards were implemented, the typical market for apartments was predominately two- and three-bedroom apartments (roughly 2/3 of the total). The current market for apartments, and this proposal is for smaller units. The proposed plan has 67% studio and one-bedroom units, and 33% two- and three-bedroom units. This proposed development has a total of 219 bedrooms. The proposed plan provides 258 enclosed parking stalls for 219 bedrooms. Every unit will have an enclosed stall for every bedroom in their unit. We have proposed a few less as two- and three-bedroom units often have children, and to account for a standard vacancy rate of about 3%. We do recognize that some of the units will have multiple drivers, while some of the units will have multiple drivers that share a car. Additionally, there are 35 on-site parking stalls. This brings the overall parking ratio to 1.39 stalls per unit, and 1.18 stalls per bedroom. We believe this parking ratio is more than sufficient to meet the needs of the development. Parking is not only expensive, but additional parking would take up valuable greenspace. Meeting the parking need or Page 4 of 4 our residents is of critical importance to us as not having enough would be a detriment to leasing, and therefore we need to make sure that there is enough parking while conserving greenspace. Based on our own properties, and evaluation of the overall market, resident demands, and parking use we know that a ratio of one stall per bedroom is sufficient. The ITE parking generation Manual 2023 suggests the multi-family ratio for areas outside of transit service should be 1 stall per bedroom, and / or 1.7 stalls per unit. The proposed ITE standard for 219 bedrooms would be 219 parking stalls. We exceed this number by 74 parking stalls with the proposed plan. Based on unit count ITE would suggest 316 parking stalls, or 23 stalls more than provided. If we were to average the two we have excess stalls of 48. We also believe the per bedroom ratio is a more accurate means to determine true parking demand as this project is skewed to many more one-bedroom units. PARKING RATIOS SURFACE LOWER LEVEL ONE LOWER LEVEL TWO TOTAL RATIO PER BEDROOM RATIO PER UNIT ENCLOSED STALLS 127 131 257 1.24 1.41 SURFACE STALLS 35 37 .18 .20 TOTAL 35 127 131 293 1.18 1.39 Please let me know if any of the items need additional information or clarifications. Sincerely, Robb Lubenow Owner Concr e t e S i d e w a l k Concre t e S i d e w a l k Co n c r e t e S i d e w a l k Co n c r e t e S i d e w a l k 12 "RC P 12 " R C P Bench Truncated Dome San. Ser v . Edge of Woods 12" RCP 12 " RC P 12" RCP 12 " R C P 12 " R C P 8" PVC Wat. Serv. 12" DI P NO BUILDINGS 12 " RC P Di r t P a t h Dir t P a t h Dirt P a t h Concrete Gate Chain Link Fence Gas (P e r R e c . ) [13 ] T r a i l E a s e m e n t p e r Doc . N o . 3 6 7 4 9 2 4 [13] General Area of Overlook Easement per Doc. No. 3674924 Woo d W a l l Con c r e t e S i d e w a l k Dri v e A p r o n (A p p r o x . ) Drive A p r o n (Appro x . ) 15 " R C P (P e r R e c ) Drainag e & U t i l i t y E a s e m e n t Per Pla t o f E V E R W O O D Drain a g e & U t i l i t y E a s e m e n t Per P l a t o f E V E R W O O D Dra i n a g e & U t i l i t y E a s e m e n t Per P l a t o f F R A T T A L O N E ' S SOU T H P O I N T R I D G E N2 3 ° 1 5 ' 1 6 " E 1 5 3 . 7 0 N49 ° 3 0 ' 1 8 " E 1 7 2 . 0 4 S0 0 ° 1 1 ' 0 9 " W 2 8 6 . 3 9 N89°49'16"E 330.00 N64° 4 0 ' 4 2 " E 3 0 5 . 7 8 S0 7 ° 1 0 ' 4 4 " E 4 3 5 . 7 8 S66°4 9 ' 1 6 " W 1 9 4 . 1 3 N72°23 ' 0 3 " W 4 8 0 . 7 2 C= 9 6 . 3 8 CB = N 3 8 ° 1 2 ' 4 6 " W R= 1 0 9 . 0 0 Δ= 5 2 ° 2 8 ' 4 7 " 99. 8 4 C= 2 4 4 . 7 1 CB = N 3 9 ° 2 1 ' 3 2 " W R= 2 6 6 . 0 0 Δ= 5 4 ° 4 6 ' 1 5 " 254 . 2 8 Found 1/2 Inch Iron Pipe w/ Cap No. 25718 Found 1/2 Inch Iron Pipe Foun d N a i l N00°11'09"E 1545.34 N0 0 ° 1 1 ' 0 9 " E 4 9 6 . 5 8 NE Corner of Sec. 7 & NW Corner of Sec. 8, Twp. 27, Rng. 21 NE Corner of Sec. 7 & NW Corner of Sec. 8, Twp. 27, Rng. 21 E Line of Sec. 7 & W Line of Sec. 8, Twp. 27, Rng. 21 85 . 0 0 S1 7 ° 1 6 ' 1 9 " W Not T a n g e n t Not Tan g e n t (Pl a t = 5 4 ° 4 7 ' 2 1 " ) LOT 1 BLOCK 1 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Proposed Trail Easement Proposed Trail Easement VICINITY MAP PR O J E C T PROJECT NO.: 25157.00 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V2.0 PRELIMINARY PLAT .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 12-8-2025 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY TK/VK CJ RS . PRELIMINARY PLAT GENERAL NOTES PROPERTY DESCRIPTION: Outlot D, EVERWOOD, according to the recorded plat thereof, Washington County, Minnesota. and Outlot B, FRATTALONE'S SOUTHPOINT RIDGE, according to the recorded plat thereof, Washington County, Minnesota. This preliminary plat was prepared without the benefit of a Commitment for Title Insurance. The property description listed hereon is per county tax records and may not be the description of record. There may be easements or other matters of record we are unaware of and thus not shown hereon. DATE OF PREPARATION: 12-8-2025 Please note that the background survey information is per a survey performed by us dated 11-14-2025. APPLICANT: Yellowtree Corporation 1834 East 38th Street Minneapolis, MN 55407 Robb Lubenow 612-275-7210 BENCHMARKS: Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the west side of East Point Douglas Road South, approximately 169 feet southeast from the northeast corner of the subject property, as shown hereon. Elevation = 819.23. AREAS: Proposed Lot 1 = 266,961 Sq. Ft. or 6.129 Acres FLOOD ZONE: This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27163C0405E, effective date of February 3, 2010. ________________________________________________________ Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com PRELIMINARY PLAT: EVERWOOD 6TH ADDITION OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB 80204002040 SCALE IN FEET Ea s t P o i n t D o u g l a s R o a d S o u t h Un a s s i g n e d A d d r e s s , C o t t a g e G r o v e , W a s h i n g t o n C o u n t y , M i n n e s o t a 5 5 0 1 6 18 3 4 E a s t 3 8 t h S t r e e t , M i n n e a p o l i s , M N 5 5 4 0 7 Ye l l o w t r e e C o r p o r a t i o n Drainag e & U t i l i t y E a s e m e n t Per Pla t o f E V E R W O O D Drain a g e & U t i l i t y E a s e m e n t Per P l a t o f E V E R W O O D Dra i n a g e & U t i l i t y E a s e m e n t Per P l a t o f F R A T T A L O N E ' S SOU T H P O I N T R I D G E N2 3 ° 1 5 ' 1 6 " E 1 5 3 . 7 0 N49 ° 3 0 ' 1 8 " E 1 7 2 . 0 4 S0 0 ° 1 1 ' 0 9 " W 2 8 6 . 3 9 N89°49'16"E 330.00 N64° 4 0 ' 4 2 " E 3 0 5 . 7 8 S0 7 ° 1 0 ' 4 4 " E 4 3 5 . 7 8 S66°4 9 ' 1 6 " W 1 9 4 . 1 3 N72°23 ' 0 3 " W 4 8 0 . 7 2 C= 9 6 . 3 8 CB = N 3 8 ° 1 2 ' 4 6 " W R= 1 0 9 . 0 0 Δ= 5 2 ° 2 8 ' 4 7 " 99. 8 4 C= 2 4 4 . 7 1 CB = N 3 9 ° 2 1 ' 3 2 " W R= 2 6 6 . 0 0 Δ= 5 4 ° 4 6 ' 1 5 " 254 . 2 8 Found 1/2 Inch Iron Pipe w/ Cap No. 25718 Found 1/2 Inch Iron Pipe Foun d N a i l N00°11'09"E 1545.34 N0 0 ° 1 1 ' 0 9 " E 4 9 6 . 5 8 NE Corner of Sec. 7 & NW Corner of Sec. 8, Twp. 27, Rng. 21 NE Corner of Sec. 7 & NW Corner of Sec. 8, Twp. 27, Rng. 21 E Line of Sec. 7 & W Line of Sec. 8, Twp. 27, Rng. 21 85 . 0 0 S1 7 ° 1 6 ' 1 9 " W Not T a n g e n t Not Tan g e n t (Pl a t = 5 4 ° 4 7 ' 2 1 " ) LOT 1 BLOCK 1 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement EVERWOOD 6TH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That (COMPANY NAME), a (TYPE OF COMPANY), fee owner of the following described property: Outlot D, EVERWOOD, according to the recorded plat thereof, Washington County, Minnesota. AND Outlot B, FRATTALONE'S SOUTHPOINT RIDGE, according to the recorded plat thereof, Washington County, Minnesota. Has caused the same to be surveyed and platted as EVERWOOD 6TH ADDITION and does hereby dedicate to the public for public use forever the drainage and utility easements as created by this plat for drainage and utility purposes only. In witness whereof said (COMPANY NAME), a (TYPE OF COMPANY), has caused these presents to be signed by its proper officer this day of , 20 . (COMPANY NAME) By Its STATE OF , COUNTY OF This instrument was acknowledged before me on this day of , 20 , by , its of (COMPANY NAME), a (TYPE OF COMPANY), on behalf of the company. Notary Public, Signature Notary Public, Printed Name Notary Public County, My Commission Expires: SURVEYORS CERTIFICATE I Rory L. Synstelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF HENNEPIN This instrument was acknowledged before me on this day of , 20 , by Rory L. Synstelien, Licensed Land Surveyor. Notary Public, Signature Notary Public, Printed Name Notary Public County, Minnesota My Commission Expires: January 31, 20 CITY OF COTTAGE GROVE This plat was approved by the City Council of Cottage Grove, Minnesota this day of , 20 , and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. Signed Signed Mayor Clerk WASHINGTON COUNTY SURVEYOR Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subdivision 11, this plat has been reviewed and approved this day of , 20 . By By Washington County Surveyor WASHINGTON COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9 and Section 272.12, taxes payable in the year on real estate hereinbefore described, have been paid; and there are no delinquent taxes, and transfer has been entered on this day of , 20 . By By Washington County Auditor/Treasurer Deputy WASHINGTON COUNTY RECORDER Document Number . I hereby certify that this instrument was recorded in the Office of the County Recorder for record on this day of , 20 , at o'clock M. and was duly recorded in Washington County Records. By By Washington County Recorder Deputy WASHINGTON REGISTRAR OF TITLES Document Number . I hereby certify that this instrument was filed in the Office of the Registrar of Titles for record on this day of , 20 , at o'clock M. and was duly filed in Washington County Records. By By Washington County Registrar of Titles Deputy Denotes a Washington County Cast Iron Monument. N The orientation of this bearing system is based on the Washington County Coordinate System. (NAD 83) Denotes a Found Iron Monument (Type as shown on plat) Denotes a set 1/2 inch by 14 inch Iron Rebar Marked "RLS 44565" SCALE: 1 INCH = 40 FEET VICINITY MAP SEC. 7 & 8 - T27 - R21 CITY OF COTTAGE GROVE, WASHINGTON COUNTY, MINNESOTA N NOT TO SCALE 80204002040 SCALE IN FEET H:\COTT\25X141027000\1_Corres\C_To Others\Civil Site Group\2025-11-17\141027 Plan Review 2025-11-18.docx MEMORANDUM Date: 11/18/2025 To: Paul Sponholz, PE From: Mike Boex, PE Subject: Yellowtree Apartments City of Cottage Grove, MN Project No.: 24X141027000 This memo summarizes the review of site plan documents submitted by Civil Site Group., dated 10/29/25. ALTA Survey: 1. The ALTA survey does not depict a trail easement that shows up in Washington County mapping (document no. 3674924). Please review the presence of easements on this site. a. It appears the proposed building may encroach into the existing easement. The Land Trust will need to be engaged to determine the feasibility of amending the easement. Civil Plans: Sheet C0.0: 2. For clarity, please identify the horizontal and vertical datums for the project on the title sheet. Sheet C0.1: 3. There is a note within a box regarding “adjacent roadway and utility work…”; it appears this note is from a prior project and should be removed. Sheet C1.0: 4. Clarify removals and restoration along the south and eastern sides of the property up to the back of the sidewalk within public right-of-way. The City expectation is shown in the image below: a. There are two notes on Sheet C0.1 that indicate the site will be irrigated into the right- of-way to the back of curb (in this case sidewalk), which is required per city code. Currently, no clearing in this area is depicted within the plans. Yellowtree Apartments Plan Review Page: 2 Yellowtree Apartments Plan Review Page: 3 Sheet C2.0: 5. Site Access: a. Prepare a sight-line analysis for the proposed drive location. Proper sight distance shall be provided per the AASHTO Green Book: i. West of access: 335-lf needed, measured along vehicle path on East Point Douglas Rd ii. East of access: 290-lf needed, measured along vehicle path on East Point Douglas Rd b. There is little context depicted on the opposite side of East Point Douglas Road; depict driveways and curb lines on the opposite side of the street. 6. The access drive crosses a city-owned parcel. It is understood both parcel 0702721440020 and 0802721330053 will be incorporated into a new plat. 10-ft perimeter drainage and utility easement shall be provided. 7. The new drive connection to the existing street shall conform to city standard detail STR-21. The mill-overlay to center of roadway should be depicted and this detail referenced on the plan. 8. For the natural trail on the north side of the building, this sheet states “restore pathway material in-kind.” City prefers this trail to be graded with a 2% cross slope and resurfaced with an aggregate base (class 5). Minnesota Land Trust may have a different opinion on the trail surface material. Coordinate final trail surface with City and Minnesota Land Trust staff. 9. Identify the temporary location planned for trash pickup. 10. Stairs/sidewalk on the east side of the building: an encroachment agreement will be necessary for encroachment into the city parcel and public right-of-way. City will draft this agreement and will provide it to the developer to review. 11. Provide truncated domes and pedestrian ramps for the public sidewalk at the concrete apron. 12. Retaining walls: a. Ensure all private walls are located on private property. It appears the wall on the eastern side of the building may be located in the city-owned parcel. b. Provide the anticipated wall designs for the various areas of the site, including areas of sandstone. c. Clarify how drainage is anticipated to be handled in areas of retaining wall (over wall?). 13. Identify areas of fencing on the plans. The city-standard Ameristar Montage Plus fence (style: Majestic) should be considered in the following areas: a. Adjacent to the retaining wall along the natural pathway b. Adjacent to the retaining wall adjacent to the parking lot and sidewalk Sheet C2.1: 14. Identify where the exterior Fire Department Connection (FDC) is anticipated. Sheet C3.0: 15. The access drive shall not exceed a 10% grade. Yellowtree Apartments Plan Review Page: 4 16. It appears there may be a 1.5H:1V slope proposed north of the building and garage entrance. a. 3H:1V slopes or retaining wall should be provided or describe the plan for slope stability; no erosion control blanket or other measure is depicted on sheet SW1.1. Similarly, a 2H:1V slope is proposed on the northeast side of the building; turf maintenance is a concern with that slope. 17. The grading intent should be clarified along the northern portions of the building, for example near AD-53 and AD-52. Add additional spot elevations and/or tie-in locations as appropriate. a. 2% minimum greenspace grades are desired for drainage. 18. Clarify if tip-out curb is proposed anywhere. 19. Freeboard Standards: Please label all pond and local drainage EOF locations and elevations throughout the site. a. The grading legend depicts a large arrow for an emergency overflow, yet no arrows are visible on the plan (the EOF of the aboveground bio-filtration basin is difficult to spot). Other local drainage EOFs are not labeled (curb overflow by CB 30, drainage across sidewalk/stairs to East Point Douglas Rd, etc.). b. Below are the EOF standards for reference: i. For stormwater facilities with emergency overflows, the low adjacent grade elevation for all new structures must be a minimum of 3 feet above both the peak surface water elevation for the 100-year precipitation event and 2 feet above the emergency overflow elevation of any immediately adjacent new stormwater basin. ii. For backyard and side-yard conveyance and temporary ponding areas, there must be at least 1 foot between the overland overflow elevation and the low adjacent grade elevation of the adjacent structure. Sheet C4.0: 20. The storm sewer in East Point Douglas Road appears incorrect and a storm service pipe was provided to this site. It is preferred to use this existing service versus connect to a new structure in the street. Attached are record plans for reference. 21. Any patching of East Point Douglas Road for utility connections will require 3.5” bituminous pavement and 8” class 5 aggregate base. Sheet C5.0: 22. On a future submittal, fill out the proposed pavement thicknesses in detail #1. 23. Clarify where the proposed valley gutter (detail #3) is within the site. To conform with the proposed drainage areas, it may make sense to place one across the entrance drive as it connects to the parking lot – please review. 24. Clarify where the proposed ribbon curb (detail #4) is within the site. It appears all on-site curb is B612 per sheet C2.0. Sheet L1.0: Yellowtree Apartments Plan Review Page: 5 25. List the following planting restrictions on the plan such that they can be adhered to during installation. Please review and revise the plan for conformance. For example, the tree next to the existing water service pipe should be moved. a. Deciduous trees should be located a minimum of 5’ off any utility pipe. b. Coniferous trees should be located a minimum of 15’ off any utility pipe. c. No tree should be located within 10’ of a hydrant or 15’ from a streetlight. d. No trees should be located within a storm pond HWL. e. No trees should be located within a storm pond’s 20-ft access route, and no coniferous trees within 5’ of the 20’ pond access route. f. No coniferous trees within 20’ of a proposed sidewalk/trail. g. No deciduous trees within 5’ of sidewalk/trail/driveways. h. Trees should not be planted within drainage and utility easements. 26. Add a note to the plans directing that trees are staked prior to installation such that they can be reviewed for conformance to the planting restrictions. 27. In conjunction with the brush clearing comment on Sheet C1.0, restoration should be identified in areas up to the existing sidewalk adjacent to this property. Where possible, sod should be provided. 28. Irrigation limits: a. Clarify what is intended to be irrigated. Sheet C0.1 states “Entire site shall be fully irrigated” which is likely not the intent. It is assumed sod and planting areas will be irrigated at a minimum. 29. Please provide the parking lot percentage of interior landscaped islands or other landscaped traffic controls or natural stormwater management features. City Code Title 11-3-12 requires a minimum of at least 8%. 30. A note references Sheet LT1.0 for exterior lighting, please provide with a future submittal. a. A photometrics submittal will be required. Stormwater Comments: 31. The City will require an executed stormwater maintenance agreement for the proposed stormwater features on the site. 32. Plan revisions: a. Please revise the plans (Sheet C4.0 and Details on C5.3) to be consistent with the outlet structures for the underground and above ground filtration systems in HydroCAD. i. Detail 1 C5.3 lists inverts of 951.60’ and a weir wall top elevation of 973.00’ with pipe sizes of 15.0”. Please adjust inverts, weir wall elevations and pipe sizes to match HydroCAD. HydroCAD lists the primary outlet pipe as a 12.0” round culvert with invert elevation of 802.00’, and weir wall top elevation as 810.00’. Yellowtree Apartments Plan Review Page: 6 ii. Sheet C4.0 lists a 4” orifice opening at elevation 806.7 in the OCS 20. This opening is not simulated in the HydroCAD model. Please be consistent between the plans and models. iii. Sheet C4.0 lists a custom weir wall for OCS 02. Please include the weir wall detail in the plans and be consistent with the models. iv. Please correct outlet invert (12” OUTLET, IE=805.00’) from Underground filtration basin on C4.0 to match HydroCAD (Primary outlet 12.0” round culvert with invert elevation of 802.00’). v. Please include an impervious liner in the underground filtration system. vi. Please provide a detail for the aboveground bio-filtration basin including the proposed filtration media and the impervious liner that will be installed. b. Swales and Overland Flow Routes: i. Sheets C3.0 and C4.0 show a swale extending along the walking path from FES 50 to CB 30. This swale has a slope of about 9% (15 feet of fall in 140 feet). Please compute the design flows, depths and velocities in the swale and explain the proposed erosion protection. ii. Sheets C3.0 and C4.0 show a surface drainage route between the NE building corner and the retaining wall. This overland flow route has a slope of about 37% (30 feet of fall in 80 feet). Please compute the design flows, depths and velocities in this overland flow route and explain the proposed erosion protection. c. As previously mentioned, the preference is for the pathway to be an aggregate surface and will therefore add to the proposed site impervious surfaces. d. Please label the 100-year HWL for the above-ground bio-filtration basin on Sheet C3.0. 33. HydroCAD: a. Please edit the curve numbers listed in Tables 2.2 and 2.3 of the stormwater report to match the HydroCAD model. The report tables indicate CN=55, the HydroCAD and P8 models include CN=58. b. Please include the proposed EOF spillway of the above ground filtration basin within the proposed condition HydroCAD model. c. Please model CB 30 and the 12” RCP storm drain as a storage node to determine proposed conditions high water levels in the northwest portion of the site. d. The Stormwater Rate Summary table in the Stormwater Management Report sums the peak flows from reaches 1R, 2R and 3R as 19.2 cfs. This value exceeds the target unit flow rate of 17.3 cfs. Please sum the Hydrographs within HydroCAD for reaches 1R, 2R and 3R for comparison of the proposed condition flow from the whole site to the target unit flow of 17.3 cfs (6.65 acre at 2.6 cfs/acre). 34. Water Quality – P8: a. The P8 model is incorrectly simulating the filtration basins as though they were infiltration basins. The filtration basins selections within the “Devices Tab” should be adjusted so the Infiltration is directed to the Outlet Pipe instead of “Out”. In this Yellowtree Apartments Plan Review Page: 7 manner, the dissolved phosphorus load will be routed downstream rather than discarded. The MPCA explains this approach: “If the infiltration device is assigned as “*OUT*” (the default entry), P8 will model the device as an infiltration BMP (i.e., dissolved pollutants associated with infiltration are “removed”). If a downstream device is assigned, the device is modeled as a filtration BMP (i.e., filtration efficiencies assigned in the “Particle Parameters” dialog box are used to calculate particulate and pollutant removal [3]).”1 b. Please update the existing P8 model to reflect the total site area of 5.0 acres. Currently, it has 4.8 acres listed. c. A TP mitigation fee is available if reductions are unable to be met. 35. Rational Storm Sewer Design: Please provide rational storm sewer design table with the following documentation: a. On-site storm sewer should be sized to a 5-year rational method design. Submit design calculations for the storm sewer system and a drainage area map showing each catchment with manholes and catch basins labeled. Include individual pipe segment velocities with calculations for review. Trunk facilities should be analyzed and designed to accommodate the 100-year ponded discharges plus 5-year rational flows from areas that enter the trunk to be carried to the next storage area downstream. b. Pipe sizes and slopes should be selected to provide a minimum open channel velocity of 3 feet per second. c. Maximum storm sewer velocities should be kept at 10 feet per second or less. d. When changing pipe sizes in structure, match crown of pipe elevations instead of inverts. e. Please show storm catch basin IDs, pipe sizes, grades, elevations, and drainage areas on the plans consistent with the rational design tables. f. Pipe outlets to wet ponds should be placed at the NWL and have design velocities of 6 fps or less. Pipe outlets into filtration basins or other overland discharge should have design velocities of 4 fps or less. 36. Existing and future emergency overflows of approximately 60 cfs along Hardwood Avenue and East Point Douglas Road will need to be conveyed through the existing stormwater BMPs along Hardwood Avenue and East Point Douglas Road (built during the Everwood 4th Addition). This may require a culvert crossing of approximate 48” diameter under the proposed sidewalk from East Point Douglas Road S. Potential future conditions highwater levels of approximately 808 feet should be planned and considered for the drainage & utility easements and freeboard in the southeastern corner of the parcel downstream of the proposed sidewalk from East Point Douglas Road. 37. Models: Please note that digital copies of the final version stormwater models and shapefiles or CAD drawings of existing and proposed drainage areas are to be submitted to the city once the review and revision process is complete. 1 Recommendations and guidance for utilizing P8 to meet TMDL permit requirements | Minnesota Stormwater Manual accessed 11-05-2025. MEMORANDUM TO: Nate Carlson – Economic Development Manager FROM: Schane Rudlang & Stacie Kvilvang – Ehlers DATE: February 10, 2026 SUBJECT: Yellowtree Housing Development - Analysis of Financial Request The City of Cottage Grove received a tax abatement request from Yellowtree Development (“Developer”) for their proposed redevelopment at East Point Douglas Road South and Hardwood Avenue South (PID: 802721330053). The project does not qualify for Tax Increment Financing (“TIF”), as it does not include affordable housing units (Housing TIF District) and the site is vacant with no blighted buildings (Redevelopment TIF District). The Developer requested 15 years of abatement of the City’s portion of property taxes (“Abatement”) to fill their financing gap. Project Background In November of 2024, the Developer submitted a plan with 160 units and a similar assistance request. Ehlers issued a memo on March 12, 2025 with a recommendation for 10 years of abatement to support the project which was heard by the City Council on March 19, 2025. The Developer currently proposes to construct a 186‑unit, market‑rate, multifamily apartment project with a unit mix as shown in the table below. The Project would be financed by a standard equity and debt model as outlined below. The Abatement subsidy is not listed independently from the sources below because it is included with the First Mortgage amount. Unit Size Unit Type Count Sq. Ft. Studios 8 490 Alcove 12 625 Tetris Alcove 36 630 Tetris 1 BR 32 720 1 BR 40 720 1 BR + Den 36 900 2 BR 19 1080 3 BR 3 1215 186 SOURCES Amount Pct.Per Unit First Mortgage 31,952,252 70%171,786 Equity 13,693,822 30%73,623 TOTAL SOURCES 45,646,074 100%245,409 Financial Review and Performance The Developer submitted a Proforma that Ehlers analyzed using its financial model. The review included comparing assumptions to market standards, stress‑testing key variables, and calculating the Project's abatement capacity using assessor data. Ehlers evaluated three core performance metrics: Yield on Cost, Cash on Cash, and Internal Rate of Return, which incorporates a projected year‑10 sale. Both the current analysis and the March 12, 2025 memo reached the same conclusion. Despite updates to the project’s financials, the development still requires 10 years of Abatement to be feasible, with the revised Abatement amount of $1,241,000 reflecting changes in unit count and estimated value. With Ehlers' adjustments and the recommended assistance, the Project's performance is considered acceptable and would not occur without the support. The Abatement would be provided on a pay‑as‑you‑go (“PAYGO”) basis using annual percentages, meaning payments depend on actual abatement levels and full repayment of the principal amount is not guaranteed by the City. Lookback on Actual Development Cost Ehlers recommends, and the Developer has agreed to, a lookback on actual total development costs. Upon completion of the Project, the Developer will submit all costs and supporting invoices to the City. If the difference between the actual total development cost and the estimated total development cost exceeds $100,000, the Abatement principal amount will be reduced by 50% of the cost savings. If the Project costs less than estimated, the level of public assistance should be reduced accordingly. This sharing of savings incentivizes the Developer to pursue cost efficiencies, allowing both parties to benefit from any cost underruns. USES Amount Pct.Per Unit Acquisition Costs 1,850,000 4%9,946 Construction Costs 37,576,074 82%202,022 Professional Services 1,080,000 2%5,806 Financing Costs 2,450,000 5%13,172 Developer Fee 1,850,000 4%9,946 Cash Accounts/Escrows/Reserves 840,000 2%4,516 TOTAL USES 45,646,074 100%245,409 Tax Abatement Estimates Tax Percent to Annual Year Year Developer Abatement 1 2028 100%54,354 2 2029 100%164,026 3 2030 100%218,863 4 2031 95%207,920 5 2032 85%186,033 6 2033 85%186,033 7 2034 85%186,033 8 2035 75%164,147 9 2036 75%164,147 10 2037 75%164,147 Total Gross (Future Value)1,695,703 Present Value @ 5.50%1,241,057 City Summary Based on the review, the Project would not reasonably be expected to proceed without Abatement assistance in the principal amount of $1,241,000. The assistance should be provided on a PAYGO basis financed at 5.5%, based on the annual percentages above, and contain a lookback on actual cost. 1 (Reserved for Recording Data) STORMWATER MANAGEMENT FACILITIES AGREEMENT This Stormwater Management Facilities Agreement (“Agreement”) is made, entered into and effective this ____ day of _________________, 2026, by and between the City of Cottage Grove, a Minnesota municipal corporation (“City”) and East Point Apartments LLC a Minnesota limited liability company (“Landowner”). WHEREAS, the Landowner owns the following real property situated within Washington County, Minnesota legally described on Exhibit A, attached hereto and incorporated herein (“the Property”) WHEREAS, Landowner has obtained the approval from the City to use a portion of the Property for a Stormwater Management Facilities; and WHEREAS, as used herein, the term “Stormwater Management Facilities” may refer to water quality and/or water quantity facilities (i.e. detention basins, retention basins, swales, pipes, oil/water separators, sand filtering devices, infiltration facilities, sump structures, etc.) which are located on the Properties; and WHEREAS, the City has required that the Landowner make provision for the construction, maintenance and repair of the Stormwater Management Facilities located within the boundaries of the Properties as the same is described and depicted in the construction plans approved by the City Engineer and on file with the City (“Plans”); and WHEREAS, the City and Landowner desire to set forth their understanding with respect to the construction, repair and maintenance of the Stormwater Management Facilities and the responsibility relating to the costs of the repair and maintenance of the Stormwater Management Facilities. NOW THEREFORE, in consideration of the foregoing facts and circumstances, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto hereby agree as follows: 2 1. Construction and Maintenance of Stormwater Management Facilities. The Landowner agrees to construct the Stormwater Management Facilities according to the Plans and repair and maintain the Stormwater Management Facilities at its sole cost and expense. Maintenance of the Stormwater Management Facilities shall mean an annual inspection, and certification, by a qualified individual or company acceptable to the City that the stormwater system is functioning in accordance with the approved Plans. If, as a result of an inspection by a qualified individual or company acceptable to the City or City staff, it is determined that the Stormwater Management Facilities (1) has not been maintained; or (2) is not functioning as originally designed and intended; or (3) is in need of repair, the Landowner agrees to restore the Stormwater Management Facilities so that it functions as it was designed and intended. Subject to Section 5 below, Landowner shall be solely responsible for the repair and maintenance of the Stormwater Management System and shall provide a copy of the required annual inspection report to the City. If the required annual inspection report is not submitted to the City by September 30th of each year, the Landowner shall provide the City with the right to enter onto the property to conduct the annual inspection. 2. Landowner’s Default. In the event of default by the Landowner as to any of the work to be performed by it hereunder, following at least thirty (30) days prior written notice and Landowner’s failure to cure such default within such time-frame or commence and diligently pursue curing such cure if Landowner is unable to cure within such thirty (30) day period and Landowner is diligently pursuing and can demonstrate progress toward curing the default, except in an emergency as determined by the City, the City may, at its option, perform the work and the Landowner shall promptly, following receipt of an invoice and reasonable substantiation of such costs, reimburse the City for any reasonable out-of-pocket expense incurred by the City. This Agreement is a license for the City to act when so authorized under this Agreement, and it shall not be necessary for the City to seek a Court order for permission to enter the Properties. When the City does any such work, the City may, in addition to its other remedies, assess the reasonable out-of-pocket cost in whole or in part. 3. Future City Policy. Notwithstanding anything contained in this Agreement to the contrary, in the event the City shall in the future establish a policy for repair and maintenance by the City of Stormwater Management Facilities owned by private parties located elsewhere in the City under which policy the costs of such repair and maintenance are to be paid either out of general City revenues or by collection of utility or service fees or charges, then any Landowner of any portion of the Properties shall be entitled to petition the City for the inclusion of the Stormwater Management Facilities under such repair and maintenance program. The recording of a certified copy of the Resolution of the City Council of the City which sets forth the consent and authorization described in the foregoing sentence shall serve to terminate this Agreement, without further action on the part of any party hereto. 4. Changes to Site Configuration or Stormwater Management Facilities. If site configurations or Stormwater Management Facilities change, causing decreased effectiveness of Stormwater Management Facilities, new or improved Stormwater Management Facilities must be implemented to ensure the conditions for post-construction stormwater management continue to be met. 3 5. Exempt from Watering Restrictions. Because this Agreement is necessary in order for Landowner to comply with stormwater management requirements, Landowner shall not be required to comply with the City’s watering restrictions in City Code Section 8-1-10.B. 6. Terms and Conditions. The terms and conditions of this Agreement shall be binding upon and shall insure to the benefit of the parties hereto and their respective successors and assigns. 7. Landowner Warranty. Landowner warrants and represents the following to the City and acknowledges that this Agreement has been duly executed and delivered and constitutes the legal, valid and binding obligation of Landowner enforceable in accordance with its terms. The party signing on behalf of the Landowner has been duly authorized by the entity to sign the Agreement and bind the entity. Landowner has been duly formed under the laws of the State of Minnesota and is in good standing under the laws of the jurisdiction in which the Properties are located, is duly qualified to transact business in the jurisdiction in which the Properties are located, and has the requisite power and authority to enter into and perform this Agreement and the documents and instruments required to be executed and delivered by Landowner pursuant hereto. This Agreement and the documents and instruments required to be executed and delivered by Landowner pursuant hereto, if any, have each been duly authorized by all necessary action on the part of Landowner and such execution, delivery and performance does and will not conflict with or result in a violation of Landowner’s organizational agreement or any judgment or order. The execution, delivery and performance by Landowner of this Agreement will not (a) violate any provision of any law, statute, rule or regulation or any order, writ, judgment, injunction, decree, determination or award of any court, governmental agency or arbitrator presently in effect having applicability to Landowner, or (b) result in a breach of or constitute a default under any indenture, loan or credit agreement or any other agreement, lease or instrument to which Landowner is a party or by which it or any of its properties may be bound. 8. Amendment and Waiver. The parties hereto may by mutual written agreement amend this Agreement in any respect. Any party hereto may extend the time for the performance of any of the obligations of another, waive any inaccuracies in representations by another contained in this Agreement or in any document delivered pursuant hereto which inaccuracies would otherwise constitute a breach of this Agreement, waive compliance by another with any of the covenants contained in this Agreement, waive performance of any obligations by the other or waive the fulfillment of any condition that is precedent to the performance by the party so waiving of any of its obligations under this Agreement. Any agreement on the part of any party for any such amendment, extension or waiver must be in writing. No waiver of any of the provisions of this Agreement shall be deemed, or shall constitute, a waiver of any other provisions, whether or not similar, nor shall any waiver constitute a continuing waiver. 9. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 10. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original but all of which shall constitute one and the same instrument. 4 11. Consent. Landowner consents to the recording of this Agreement. 12. Indemnification and Limitation of Liability. a. Landowner’s Obligations. Landowner agrees to defend, indemnify and hold City, its elected and appointed officials, officers, and employees harmless against and from any and all losses, claims, actions, damages, expenses or liabilities, including reasonable attorney’s fees, arising out of or in any way connected with the Owner’s performance of this Agreement. b. City’s Obligations. City agrees to defend, indemnify and hold Landowner, its officer, agents, employees and volunteers harmless against and from any and all losses, claims, actions, damages, expenses or liabilities, including reasonable attorney’s fees, arising out of or in any way connected with City’s negligent performance of this Agreement. c. Limit of Liability. Nothing contained herein shall be deemed a waiver by the City or Landowner of any governmental immunity defenses, statutory or otherwise. Further, any and all claims brought by a third party shall be subject to any governmental immunity defenses of the City and Landowner and the maximum liability limits provided by Minnesota Statute, Chapter 466. 13. Notice. Notice shall mean notices given by one party to the other if in writing and if and when delivered or tendered: (i) in person; (ii) by depositing it in the United States mail in a sealed envelope, by certified mail, return receipt requested, with postage and postal charges prepaid, or (iii) by proper and timely delivery to an overnight courier service addressed by name and address to the party or person intended addressed as follows: If to City: City of Cottage Grove Attention: City Administrator 12800 Ravine Parkway South Cottage Grove, MN 55016 If to Landowner: East Point Apartments LLC Attention: Robb Lubenow 1834 E 38th Street Minneapolis, MN 55407 or to such other address as the party addressed shall have previously designated by notice given in accordance with this Section. Notices shall be deemed to have been duly given on the date of service if served personally on the party to whom notice is to be given, on the third day after mailing if mailed by United States postal service as provided above, or within twenty-four (24) hours if sent via overnight courier service provided, that a notice not given as above shall, if it is in writing, be deemed given if and when actually received by a party. [The remainder of this page was intentionally left blank.] 5 IN WITNESS WHEREOF, the parties hereto have caused this document to be executed as of the day and year first above written. CITY: CITY OF COTTAGE GROVE By: Myron Bailey Its Mayor By: Tammy Anderson Its City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) On this day of , 2026, before me a Notary Public within and for said County, personally appeared Myron Bailey and Tammy Anderson to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and City Clerk of the City of Cottage Grove, the municipality named in the foregoing instrument, and that the said instrument was signed on behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. Notary Public A-1 EXHIBIT A LEGAL DESCRIPTION OF LANDOWNER PROPERTY Real property situated in the City of Cottage Grove, County of Washington, State of Minnesota, legally Lot 1, Block 1, EVERWOOD 6TH ADDITION Abstract Property 1 ENCROACHMENT AGREEMENT RELATING TO LANDOWNER IMPROVEMENTS ON A PORTION OF EAST POINT DOUGLAS ROAD SOUTH RIGHT OF WAY THIS ENCROACHMENT AGREEMENT (“Agreement”) is made, entered into and effective this _____ day of ________________________, 2026, by and between the City of Cottage Grove, a Minnesota municipal corporation (“City”), and East Point Apartments LLC, a Minnesota limited liability company (“Landowner”). Subject to the terms and conditions hereafter stated and based on the representations, warranties, covenants, agreements and recitals of the parties herein contained, the parties do hereby agree as follows: ARTICLE 1 DEFINITIONS 1.1. Terms. The following terms, unless elsewhere specifically defined herein, shall have the following meanings as set forth below. 1.2. City. “City” means the City of Cottage Grove, a Minnesota municipal corporation. 1.3. City Property. “City Property” means Outlot A, Gateway North First Addition and the right-of-way dedicated as East Point Douglas Road South, located in the City of Cottage Grove, Washington County, Minnesota. 1.4. Construction Plan. “Construction Plan” means all of the plans, drawings specifications and surveys on file with the City, as amended and approved by the City Engineer, relating to Landowner Improvements, which are hereby incorporated by reference and made a part of this Agreement. 1.5. Encroachment Area. “Encroachment Area” means the portion of City Property for Landowner Improvements, legally described on Exhibit A and depicted on Exhibit B, attached hereto and incorporated herein, to be used by Landowner for Landowner Improvements. 1.6. Landowner. “Landowner” means East Point Apartments LLC, a Minnesota limited company. 2 1.7. Landowner Improvements. “Landowner Improvements” means Landowner’s sidewalk, stairs and related improvements which will be located in the Encroachment Area on City Property, legally described on Exhibit A and depicted on Exhibit B and as detailed on the Construction Plan. 1.8. Landowner Property. “Landowner Property” means the real property located in the City of Cottage Grove, Washington County, Minnesota legally described as Lot 1, Block 1, Everwood 6th Addition. 1.9. Maintain. As used in this Agreement with respect to the Landowner Improvements, “Maintain” and derivations thereof means to upkeep and repair in accordance with relevant City ordinances and regulations applicable to such improvements. ARTICLE 2 RECITALS 2.1. Landowner owns Landowner Property. 2.2. Landowner Property will require encroachment on City Property for Landowner Improvements so that the Landowner Property can have reasonable to access existing City sidewalks. 2.3. Subject to the terms of this Agreement, the City is willing to allow the Landowner Improvements to be placed within the Encroachment Area, on the condition the Landowner maintains Landowner Improvements. ARTICLE 3 AGREEMENTS 3.1. Construction And Maintenance Of Landowner Improvements. Under the terms and conditions stated herein, Landowner, at its own cost, is hereby authorized by the City to make the Landowner Improvements in the Encroachment Area. The Landowner Improvements shall only be placed at the locations specified in the Construction Plan. The Landowner Improvements must be constructed according to the Construction Plan. Landowner shall not place any other structures, retaining walls, irrigation systems, buildings, fences, landscaping, trees or shrubs in the Encroachment Area, except for the Landowner Improvements, without the City’s written consent. After construction, Landowner, at its own expense, shall maintain and repair the Landowner Improvements. 3.2. City Not Responsible For Landowner Improvements. Nothing contained herein shall be deemed an assumption by the City of any responsibility for construction, maintenance, replacement or repair of the Landowner Improvements. 3 3.3. Continuing Right To Encroachment Area. Nothing contained herein shall be deemed a waiver or abandonment or transfer of the right, title and interest that the City holds to the Encroachment Area. 3.4. Subordinate Position Of Landowner Improvements. The Landowner Improvements are subordinate to the rights of the City in the Encroachment Area. 3.5. Risk Of Loss. Landowner understands and agrees that the Landowner Improvements within the Encroachment Area may be adversely affected by damage caused to Landowner Improvements arising out of the City’s use of the Encroachment Area. The parties agree that the City is not responsible for such events; the City shall have no liability to Landowner for such events. Landowner assumes the risk of installing the Landowner Improvements in the Encroachment Area. 3.6. Landowner To Bear Cost Of Relocating Landowner Improvements. The City is responsible for the repair and maintenance of the City Property in the Encroachment Area. The City may require the Landowner at the expense of the Landowner to temporarily remove and subsequently replace the Landowner Improvements in the City Property in order for the City to gain access to the City Property for the purpose of inspecting, repairing, maintaining, or replacing any improvements or adding future City improvements in the Encroachment Area. If the Landowner does not perform such tasks, the City may perform such tasks and in such case the Landowner shall reimburse the City for the City’s costs and expenses. Prior to commencing such tasks, the City shall send a notice to the Landowner and allow the Landowner twenty (20) days from the date of the written notice to perform the tasks. If the Landowner has not completed the work within the twenty (20) days, then the City may proceed to perform the tasks. Once the City’s costs and expenses have been determined by the City, the City shall send an invoice for such costs and expenses to the Landowner. The Landowner must pay the invoice within thirty (30) days after the date of the invoice. Such costs and expenses include, but are not limited to, costs charged the City by third parties such as contractors as well as the costs for City personnel that may have performed the work. Bills not paid shall incur the standard penalty and interest established by the City for utility billings within the City. 3.7. Emergency. The City shall not be required to give such notice if the City’s engineer determines that an emergency exists. In such instance, the City, without giving notice to Landowner may perform the work and in such case the Landowner shall reimburse the City for the costs and expenses relating to the work. Once the City’s costs and expenses have been determined by the City, the City shall send an invoice for such costs and expenses to the Landowner. The Landowner must pay the invoice within thirty (30) days after the date of the invoice. Such costs and expenses include, but are not limited to, costs charged to the City by third parties such as contractors as well as the costs for City personnel that may have performed the work. Bills not paid shall incur the standard penalty and interest established by the City for utility bills within the City. 4 3.8. Remedies. If the Landowner fails to perform its obligations under this Agreement, then the City may avail itself of any remedy afforded by law or in equity and any of the following non-exclusive remedies: (a) The City may specifically enforce this Agreement. (b) If Landowner fails to make payments under Section 3.6 or 3.7, then the City may certify to Washington County the amounts due as payable with the real estate taxes for Landowner Property in the next calendar year; such certifications may be made under Minnesota Statutes, Chapter 444 in a manner similar to certifications for unpaid utility bills. The Landowner waives any and all procedural and substantive objections to the imposition of such usual and customary charges on the Landowner Property. Further, as an alternate means of collection, if the written billing is not paid by the Landowner, the City, without notice and without hearing, may specially assess the Landowner Property for the costs and expenses incurred by the City. The Landowner hereby waives any and all procedural and substantive objections to special assessments for the costs including, but not limited to, notice and hearing requirements and any claims that the charges or special assessments exceed the benefit to the Landowner Property. The Landowner waives any appeal rights otherwise available pursuant to Minnesota Statute §429.081. The Landowner acknowledges that the benefit from the performance of tasks by the City equals or exceeds the amount of the charges and assessments for the costs that are being imposed hereunder upon the Landowner Property. No remedy herein conferred upon or reserved to the City shall be exclusive of any other available remedy or remedies, but each and every such remedy shall be cumulative and shall be in addition to every other remedy given under this Agreement or now or hereafter existing at law or in equity or by statute. No delay or omission to exercise any right or power accruing upon any default shall impair any such right or power or shall be construed to be a waiver thereof, but any such right and power may be exercised from time to time and as often as may be deemed expedient. 3.9. Indemnification. With the exception of events arising from negligence or willful misconduct by the City, its officer, agents, employees and volunteers, the Landowner shall indemnify, defend and hold the City, its council, agents, consultants, attorneys, employees and representatives harmless against and in respect of any and all claims, demands, actions, suits, proceedings, losses, costs, expenses, obligations, liabilities, damages, recoveries, and deficiencies including interest, penalties and attorneys’ fees, that the City incurs or suffers, which arise out of, result from or relate to any of the following: (a) The Landowner Improvements; (b) Installation and maintenance of the Landowner Improvements; 5 (c) Failure by the Landowner to observe or perform any covenant, condition, obligation or agreement on their part to be observed or performed under this Agreement; and (d) Use of the Encroachment Area for Landowner Improvements. 3.10. Limitation on Liability. Minnesota Tort Claims Act, Minnesota Statutes, Chapter 466, governs the Parties’ liability. Nothing in this Agreement is intended to waive or limit the provisions of the Tort Claims Act. The total liability of all third-party claims arising out of a single occurrence shall not exceed the limit set forth for each Party. The limits of liability for the undersigned Parties may not be added together to determine the maximum amount of liability for any one party. The intent of this paragraph is to impose on each party a limited duty to defend and indemnify each other subject to the limits of liability under Minnesota Statutes, Chapter 466. 3.11. City Duties. Nothing contained in this Agreement shall be considered an affirmative duty upon the City to perform the Landowner’s obligations contained in Article 3 if the Landowner does not perform such obligations. 3.12. No Third Party Recourse. Third parties shall have no recourse against the City under this Agreement. 3.13. Recording. This Agreement shall be recorded with the Washington County Recorder against both the Landowner Property and the Encroachment Area. 3.14. Binding Agreement. The parties mutually recognize and agree that all terms and conditions of this recordable Agreement shall run with the Landowner Property and City Property and shall be binding upon the heirs, successors, administrators and assigns of the parties, for so long as the Landowner Improvements remain on the City Property. 3.15. Amendment And Waiver. The parties hereto may by mutual written agreement amend this Agreement in any respect. Any party hereto may extend the time for the performance of any of the obligations of another, waive any inaccuracies in representations by another contained in this Agreement or in any document delivered pursuant hereto which inaccuracies would otherwise constitute a breach of this Agreement, waive compliance by another with any of the covenants contained in this Agreement and performance of any obligations by the other or waive the fulfillment of any condition that is precedent to the performance by the party so waiving of any of its obligations under this Agreement. Any agreement on the part of any party for any such amendment, extension or waiver must be in writing. No waiver of any of the provisions of this Agreement shall be deemed, or shall constitute, a waiver of any other provisions, whether or not similar, nor shall any waiver constitute a continuing waiver. 3.16. Governing Law. This Agreement shall be governed by and construed in accord with the laws of the State of Minnesota. 6 3.17. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument. 3.18. Headings. The subject headings of the sections this Agreement are included for purposes of convenience only and shall not affect the construction of interpretation of any of its provisions. 3.1. Notice. Notice shall mean notices given by one party to the other if in writing and if and when delivered or tendered: (i) in person; (ii) by depositing it in the United States mail in a sealed envelope, by certified mail, return receipt requested, with postage and postal charges prepaid, or (iii) by proper and timely delivery to an overnight courier service addressed by name and address to the party or person intended addressed as follows: If to City: City of Cottage Grove Attention: City Administrator 12800 Ravine Parkway South Cottage Grove, MN 55016 If to Landowner: East Point Apartments, LLC Attention: Robb Lubenow 1834 E 38th Street Minneapolis, MN 55407 or to such other address as the party addressed shall have previously designated by notice given in accordance with this Section. Notices shall be deemed to have been duly given on the date of service if served personally on the party to whom notice is to be given, on the third day after mailing if mailed by United States postal service as provided above, or within twenty-four (24) hours if sent via overnight courier service provided, that a notice not given as above shall, if it is in writing, be deemed given if and when actually received by a party. [The remainder of this page has been intentionally left blank.] 7 IN WITNESS WHEREOF, the parties have executed this Agreement the year and day first set forth above. CITY: CITY OF COTTAGE GROVE By: Myron Bailey Its Mayor By: Tammy Anderson Its City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) On this day of , 2025, before me a Notary Public within and for said County, personally appeared Myron Bailey and Tammy Anderson to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and City Clerk of the City of Cottage Grove, the municipality named in the foregoing instrument, and that the said instrument was signed on behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. Notary Public A-1 EXHIBIT A LEGAL DESCRIPTION OF PERMANENT EASEMENT AREA A 12.00 foot wide strip of land, the centerline of which is described as follows: Commencing at the most southerly corner of OUTLOT A, GATEWAY NORTH FIRST ADDITION, according to the recorded plat thereof, Dakota County, Minnesota; thence northerly for 94.35 feet along the easterly line of said OUTLOT A on a curve concave to the west, having a radius of 170.00 feet, a central angle of 31 degrees 47 minutes 51 seconds, a chord having an assumed bearing of North 15 degrees 53 minutes 57 seconds East and a chord length of 93.14 feet; thence North 00 degrees 00 minutes 02 seconds East along said easterly line for 96.36 feet to the point of beginning of the centerline to be described; thence South 80 degrees 22 minutes 20 seconds West for 12.00 feet and there terminating. The sidelines of the above described strip shall be shortened or prolonged to begin on said easterly line. B-1 EXHIBIT B DEPICTION OF LANDOWNER IMPROVEMENTS 1 PERMANENT TRAIL ACCESS EASEMENT THIS PERMANENT TRAIL ACCESS EASEMENT (“Easement”) is made, granted and conveyed this ______ day of ___________________, 2026, by and between East Point Apartments LLC, a Minnesota limited liability company (“Landowner”), and the City of Cottage Grove, a Minnesota municipal corporation (“City”). PROPERTY DESCRIPTION Landowner owns real property in Washington County, Minnesota legally described as follows on Exhibit A (the “Landowner’s Property”), attached hereto and incorporated herein by reference. Landowner agrees to construct a trail on Landowner’s Property in the Permanent Easement Area for the benefit of Landowner and for the benefit of the public, and following construction, the City agrees to maintain the trail as hereinafter provided. PERMANENT EASEMENT DESCRIPTION Landowner for and in consideration of One Dollar and other good and valuable consideration, the receipt whereof is hereby acknowledged, does hereby grant and convey to the City, its successors and assigns, forever the following: A permanent trail access easement (“Permanent Easement”), under, over, across, through and upon that real property legally described on Exhibit B and depicted on Exhibit C (“Permanent Easement Area”), attached hereto and incorporated herein by reference, for the purpose of public access to, and use of, the trail. EXEMPT FROM STATE DEED TAX The rights of the City also include the right of the City and the public: (a) To ingress and egress in, to, over, through, and across the Permanent Easement Area; and 2 (b) To remove from the Permanent Easement Area trees, brush, herbage, aggregate, undergrowth and other obstructions interfering with the ingress and egress to the Permanent Easement Area. The City shall at all times be responsible for maintaining and repairing the trail located within the Permanent Easement Area including clearing and removing all timber, brush, vegetation, snow and ice from the trail. Landowner shall be responsible for maintaining and repairing the parts of the Permanent Easement Area that are not the trail. The City shall not be responsible for any costs, expenses, damages, demands, obligations, penalties, attorneys’ fees and losses resulting from any claims, actions, suits, or proceedings based upon a release or threat of release of any hazardous substances, petroleum, pollutants, and contaminants which may have existed on, or which relate to, the Permanent Easement Area or the Landowner’s Property prior to the date hereof. Nothing contained herein shall be deemed a waiver by the City of any governmental immunity defenses, statutory or otherwise. Further, any and all claims brought by Landowner or its successors or assigns, shall be subject to any governmental immunity defenses of the City and the maximum liability limits provided by Minnesota Statute, Chapter 466. The Landowner, for itself and its successors and assigns, does hereby warrant to and covenant with the City, its successors and assigns, that it is well seized in fee of the Landowner’s Property described on Exhibit A, the Permanent Easement Area described on Exhibit B and depicted on Exhibit C and has good right to grant and convey the Permanent Easement herein to the City. This Easement is binding upon the heirs, successors, executors, administrators and assigns of the parties hereto. This Easement may be executed in any number of counterparts, each of which shall be deemed an original but all of which shall constitute one and the same instrument. [Remainder of this page has been intentionally left blank] 3 IN TESTIMONY WHEREOF, the parties have caused this Easement to be executed as of the day and year first above written. CITY: CITY OF COTTAGE GROVE By: Myron Bailey Mayor By: Tamara Anderson City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) On this _____ day of _______________, 2026, before me a Notary Public within and for said County, personally appeared Myron Bailey and Tamara Anderson to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and the City Clerk of the City of Cottage Grove, the Minnesota municipal corporation named in the foregoing instrument, and that it was signed on behalf of said municipal corporation by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation. Notary Public A-1 EXHIBIT A LEGAL DESCRIPTION OF LANDOWNER’S PROPERTY Real Property located in the City of Cottage Grove, Washington County, Minnesota, legally described as follows: Lot 1, Block 1, EVERWOOD 6TH ADDITION Abstract Property B-1 EXHIBIT B LEGAL DESCRIPTION OF PERMANENT EASEMENT AREA A 20.00 foot wide easement for public trail purposes over and across Lot 1, Block 1, EVERWOOD 6TH ADDITION, according to the recorded plat thereof, Washington County, Minnesota, the centerline of said easement being described as follows: Commencing at the point of termination of the below described centerline of the Trail Easement described in Exhibit C, Document No. 3674924, filed in the Office of the County Recorder, Dakota County, Minnesota; thence South 49 degrees 43 minutes 32 seconds East along said centerline for 96.68 feet; thence southerly along said centerline for 123.00 feet along a tangential curve, concave to the west, having a radius of 91.00 feet and a central angel of 77 degrees 26 minutes 41 seconds; thence South 54 degrees 17 minutes 17 seconds West for 22.36 feet to the point of beginning of the centerline to be described; thence South 69 degrees 17 minutes 35 seconds West for 25.84 feet; thence westerly for 54.80 feet along a tangential curve, concave to the north, having a radius of 82.00 feet and a central angle of 38 degrees 17 minutes 21 seconds; thence North 65 degrees 05 minutes 59 seconds West, not tangent to last said curve, for 39.43 feet; thence North 72 degrees 23 minutes 03 seconds West for 52.92 feet; thence westerly for 33.04 feet along a tangential curve, concave to the south, having a radius of 50.67 feet and a central angle of 37 degrees 21 minutes 39 seconds; thence westerly for 8.39 feet along a reverse curve, concave to the north, having a radius of 12.02 feet and a central angle of 39 degrees 59 minutes 31 seconds; thence North 69 degrees 39 minutes 12 seconds West for 57.03 feet; thence North 70 degrees 12 minutes 24 seconds West for 47.56 feet; thence North 74 degrees 38 minutes 38 seconds West for 42.14 feet; thence westerly for 35.91 feet along a tangential curve, concave to the south, having a radius of 45.00 feet and a central angle of 45 degrees 43 minutes 04 seconds; thence South 59 degrees 38 minutes 18 seconds West for 20.71 feet; thence South 85 degrees 39 minutes 37 seconds West for 38.81 feet to the westerly line of said Lot 1 and said centerline there terminating. The sidelines of said easement shall begin on the westerly line of said below described Trail Easement and terminate on the westerly line of said Lot 1. Description of Trail Easement per Exhibit C, Document No. 3674924: A 20 foot wide strip of land over and across Outlot D, EVERWOOD, Washington County, Minnesota, the center line of said strip is described as follows: Commencing at the most southerly corner of said Outlot D, thence North 72 degrees 23 minutes 03 seconds West along the south line of said Outlot D 56.07 feet; thence North 45 degrees 47 minutes 23 seconds West 42.94 feet; thence northerly 107.77 feet along a tangential curve to the right having a radius of 84.00 feet and a central angle of 73 degrees 30 minutes 32 seconds; thence North 27 degrees 43 minutes 09 seconds East 23.42 feet to the point of beginning of said center line to be described; thence continuing North 27 B-2 degrees 43 minutes 09 seconds East 41.54 feet; thence northerly 123.00 feet along a tangential curve to the left having a radius of 91.00 feet and a central angle of 77 degrees 26 minutes 41 seconds; thence North 49 degrees 43 minutes 32 seconds West 96.68 feet to the north line of said Outlot D and there terminating. C-1 EXHIBIT C DEPICTION OF PERMANENT EASEMENT AREA CT165-60-1021855.v3 CITY OF COTTAGE GROVE RESOLUTION NO. 2026-028 RESOLUTION GRANTING A PROPERTY TAX ABATEMENT BE IT RESOLVED by the City Council (the “Council”) of the City of Cottage Grove, Minnesota (the “City”) as follows: Section 1. Recitals. 1.01. East Point Apartments LLC, a limited liability company under the laws of Minnesota, (the “Developer”), has or intends to acquire in fee the real property located at East Point Douglas Road South and Hardwood Avenue South, currently, legally described on Exhibit A attached hereto (the “Abatement Property”). 1.02. The Property is currently undeveloped. The Developer proposes to construct a multi- family apartment building with 186 units and 258 enclosed and 36 surface parking stalls on the Abatement Property (the “Project”). On February 18, 2026, the City approved the preliminary plat, final plat, planned unit development (PUD), and site plan regarding the Project (collectively, the “City Approvals” for the Project. 1.03. Pursuant to Minnesota Statutes, sections 469.1812 through 469.1815, as amended, (the “Tax Abatement Act”) and a tax abatement agreement, the form of which has been submitted to the City Council for its consideration and approval (the "Tax Abatement Agreement"), the City has determined a need to grant a property tax abatement on the Abatement Property (the “Abatement”) to the Developer to assist in financing a portion of the costs of the Project. The term of the Abatement will be for 10 years. The Abatement will apply to the City’s share of real estate taxes on the Abatement Property above the pay 2026 base value of the property. 1.04. The Tax Abatement Agreement sets forth in greater detail the terms of the Abatement provided by the City. 1.05. On the date hereof, the City Council conducted a duly noticed public hearing on the proposed Abatement for the Project. The views of all interested persons were heard and considered at the public hearing. Section 2. Findings. 2.01. The recitals set forth above are incorporated into this resolution. 2.02. It is hereby found and determined that the benefits to the City from the Abatement will be at least equal to the costs to the City of the Abatement because (a) based on representations of the Developer, the City believes that the Project is not reasonably likely to occur absent the Abatement; (b) the Project will provide market rate rental housing needed to alleviate the current low vacancy rate in the community; (c) development of the Project will likely encourage additional development and jobs within the City and surrounding area; and (d) the long-term taxes collected from the Abatement Property after termination of the Abatement will exceed the amount of the Abatement returned to the Developer. CT165-60-1021855.v3 2.03. It is hereby found and determined that the Abatement is in the public interest because such action will increase the City’s tax base, facilitate construction of needed housing and provide additional employment opportunities in the City and the State. 2.04. It is further specifically found and determined that the Abatement is expected to result in the following public benefits: (a) An estimated $43,700,000 increase in market value for property tax purposes attributable to the Project. All of that value will be available to the County, school district and other taxing jurisdictions during the full term of the Abatement. That full value will also be available to the City after termination of the Abatement, subject to the specific terms of the Abatement; and (b) Creation of new jobs in the City and the State; and (c) Provision of needed multi-family rental housing. 2.05. The City has concluded, based on its estimates and as more fully set forth in the Tax Abatement Agreement, that the present value aggregate principal amount of Abatement which will be paid to the Developer during the Abatement Period is no more than $1,241,000. The City finds that the Abatement does not constitute a business subsidy within the meaning of Minnesota Statutes, sections 116J.993 to 116J.995, as amended (the “Business Subsidy Act”) because the assistance is for housing. Section 3. Actions Ratified; Abatement and Tax Abatement Agreement Approved 3.01. The City Council hereby ratifies all actions of the City’s staff and consultants regarding approval of this Abatement Resolution and the Tax Abatement Agreement in accordance with the Tax Abatement Act. 3.02. Subject to the provisions of the Tax Abatement Act and the Tax Abatement Agreement, the Abatement is hereby approved and adopted subject to the following terms and conditions: (a) The City will pay the Abatement in the estimated amounts, at the time, and in accordance with the terms and conditions set forth in the Tax Abatement Agreement. (b) In accordance with Section 469.1813, subdivision 8 of the Abatement Act, in no year shall the Abatement, together with all other abatements approved by the City under the Tax Abatement Act and paid in that year exceed the greater of 10 percent of the net tax capacity of the City for that year or $200,000 (the “Abatement Cap”). The City has previously granted certain abatements and may grant other abatements as permitted under the Tax Abatement Act after the date of this resolution. If the total City abatements in any year exceed the Abatement Cap, the funds available for abatements shall first be allocated to abatements granted prior to this Abatement. (c) The Abatement will have a maximum term of 10 years, unless terminated or amended under the terms of the Tax Abatement Agreement or in accordance with State law. The amount of the Abatement will decline over the Abatement Period in accordance with the Tax Abatement Agreement. (d) The annual Abatement payments and the aggregate amount of the Abatement is subject to reduction in accordance with the lookback provisions of the Tax Abatement Agreement. CT165-60-1021855.v3 (e) In accordance with Section 469.1815 of the Tax Abatement Act, the City will add to its levy in each year during the term of the Abatement the total estimated amount of current year Abatement granted under this Abatement Resolution. (f) The City makes no warranties or representations regarding the amount or availability of the Abatement in any year or during the Abatement Period. (g) The provision of the Abatement to the Developer is conditioned on and subject to the Tax Abatement Agreement, which addresses, among other things, the terms under which the Developer will construct the Project and the terms and conditions under which the City will provide the Abatement to the Developer. In the event of a conflict between this resolution and the Tax Abatement Agreement, the terms of the Tax Abatement Agreement shall prevail. 3.03. The City Council hereby approves the Tax Abatement Agreement in substantially the form attached hereto as Exhibit B. The Mayor and City Clerk are hereby authorized and directed to execute the Tax Abatement Agreement on behalf of the City. The execution of the Tax Abatement Agreement by the appropriate officers of the City shall be conclusive evidence of the approval of the Tax Abatement Agreement in accordance with the terms hereof. 3.04. Terms used in this Abatement Resolution but not defined herein shall have the meanings given to them in the Tax Abatement Agreement or the Tax Abatement Act. Section 4. Effective Date. This resolution is effective upon execution in full of the Tax Abatement Agreement. Adopted on February 18, 2026 by the City Council of the City of Cottage Grove, Minnesota. ___________________________ Myron Bailey, Mayor Attest: ____________________________ Tammy Anderson, City Clerk A-1 CT165-60-1021855.v3 EXHIBIT A The Abatement Property is legally described as follows: Parcel numbers 08.027.21.33.0053 and 07.027.21.44.0020, Washington County, Minnesota B-1 CT165-60-1021855.v3 EXHIBIT B Form of Tax Abatement Agreement CT165-60-1020458.v4 February 18, 2026 TAX ABATEMENT AGREEMENT BY AND BETWEEN CITY OF COTTAGE GROVE, MINNESOTA AND EAST POINT APARTMENTS LLC This document drafted by: KENNEDY & GRAVEN, CHARTERED (RHB) 150 South Fifth Street Suite 700 Minneapolis, MN 55402 (612) 337-9300 CT165-60-1020458.v4 TABLE OF CONTENTS PAGE Preamble and Recitals ......................................................................................................................1 ARTICLE I Definitions Section 1.1 Definitions................................................................................................................1 ARTICLE II Representations and Warranties Section 2.1 Representations and Warranties of the City .............................................................3 Section 2.2 Representations and Warranties of the Developer ...................................................3 ARTICLE III Undertakings by Developer and City Section 3.1 The Project ...............................................................................................................4 Section 3.2 Transfer the Project and Assignment of Agreement ................................................4 Section 3.3 Real Property Taxes .................................................................................................4 Section 3.4 Abatement Amount ..................................................................................................4 Section 3.5 Abatement Period.....................................................................................................5 Section 3.6 Limitations on Undertaking of the City ...................................................................5 Section 3.7 Additional Limitations .............................................................................................5 ARTICLE IV Abatement Amount; No Business Subsidy Section 4.1 Calculation of Abatement ........................................................................................5 Section 4.2 No Business Subsidy................................................................................................5 ARTICLE V Developer Events of Default Section 5.1 Events of Default Defined .......................................................................................6 Section 5.2 Remedies on Default ................................................................................................6 Section 5.3 No Remedy Exclusive..............................................................................................6 Section 5.4 No Implied Waiver ..................................................................................................7 Section 5.5 No Personal Obligations ..........................................................................................7 Section 5.6 Release and Indemnification Covenants ..................................................................7 CT165-60-1020458.v4 ARTICLE VI Lookback Provisions Section 6.1 Lookback Provisions ................................................................................................7 ARTICLE VII Additional Provisions Section 7.1 Conflicts of Interest..................................................................................................8 Section 7.2 Titles of Articles and Sections .................................................................................8 Section 7.3 Notices and Demands ..............................................................................................8 Section 7.4 Counterparts .............................................................................................................8 Section 7.5 Law Governing ........................................................................................................8 Section 7.6 Term .........................................................................................................................9 Section 7.7 Provisions Surviving Rescission or Expiration........................................................9 Section 7.8 Payment of Fees .......................................................................................................9 EXHIBIT A DESCRIPTION OF ABATEMENT PROPERTY EXHIBIT B TAX ABATEMENT ESTIMATES 1 CT165-60-1020458.v4 TAX ABATEMENT AGREEMENT THIS TAX ABATEMENT AGREEMENT is made as of the ______ day of __________, 2026 (the “Effective Date”), by and between the City of Cottage Grove, a municipal corporation under the laws of Minnesota (the “City”), and East Point Apartments LLC, a limited liability company under the laws of Minnesota (the “Developer”). WITNESSETH: WHEREAS, the Developer has requested tax abatement assistance from the City in connection with the construction and operation of a multi-family apartment project; and WHEREAS, pursuant to Minnesota Statutes, sections 469.1812 through 469.1815, as amended, the City has established an Abatement Program to offer such assistance; and WHEREAS, the City believes that providing the assistance requested by the Developer and fulfillment of this Agreement are vital and are in the best interests of the City, will enhance the tax base, provide employment opportunities in the community, add needed housing and is in accordance with the public purpose and provisions of the applicable State and local laws and requirements under which the Project will be undertaken. NOW, THEREFORE, in consideration of the premises and the mutual obligations of the parties hereto, each of them does hereby covenant and agree with the other as follows: ARTICLE I DEFINITIONS Section 1.1 Definitions. All capitalized terms used herein shall have the following meanings unless a different meaning clearly appears from the context: “Abatement” means the amount of the Available Tax paid by the City to the Developer pursuant to the Abatement Program as specified in Exhibit B attached hereto. “Abatement Cap” means, in any year, total abatements paid by the City under the Tax Abatement Act of an amount equal to 10 percent of City’s net tax capacity for that year or $200,000, whichever is greater. “Abatement Period” means the term over which Abatement may be paid to the Developer, which shall be for a period of 10 years beginning with the Initial Year. “Abatement Program” means the actions by the City pursuant to the Tax Abatement Act undertaken in support of the Project, including this Agreement and the Abatement Resolution. “Abatement Property” means the real property legally defined in Exhibit A as improved by the construction of the Project. 2 CT165-60-1020458.v4 “Abatement Resolution” means the resolution adopted by the City on February 18, 2026 authorizing the Abatement Program and payment of the Abatement thereunder. “Agreement” means this Tax Abatement Agreement, as the same may be from time to time modified, amended or supplemented. “Available Tax” means the City’s share of real estate taxes generated by the Abatement Property each year and paid by the County to the City during the Abatement Period. “City” means the City of Cottage Grove, Minnesota. “County” means Washington County, Minnesota. “Developer” means East Point Apartments LLC, a limited liability company under the laws of Minnesota. “Effective Date” means the date this Agreement is executed by the City and by the Developer and the City has approved the Abatement Program, whichever is last to occur. “Event of Default” means any of the events described in Section 5.1 hereof. “Final Payment Date” means February 1, 2038, unless there is an earlier date under the terms of this Agreement or State law. “Initial Year” means the year in which the City makes the first payment of the Abatement for the Project. “Land Use Entitlements” means the _________________________ and other land use approvals granted or to be granted by the City involving the Project. “Payment Dates” means August 1 in the Initial Year and each February 1 and August 1 thereafter to and including the Final Payment Date. “Project” means the construction on the Abatement Property of a multi-family apartment building with 186 units and 258 enclosed and 36 surface parking stalls. “Retained Amount” means the portion of Available Tax retained by the City and not paid to the Developer as an Abatement. “State” means the State of Minnesota. “Tax Abatement Act” means Minnesota Statutes, sections 469.1812 through 469.1815, as amended. “Tax Appeal” means any petition or other action to seek a reduction in market value or property taxes on any portion of the Abatement Property under any State or other applicable law or procedure. 3 CT165-60-1020458.v4 “Total Development Cost” or “TDC” means the total cost to the Developer of constructing the Project, as verified by the City with appropriate documentation provided by the Developer. ARTICLE II REPRESENTATIONS AND WARRANTIES Section 2.1 Representations and Warranties of the City. The City makes the following representations and warranties: (a) The City is a municipal corporation and statutory city under the laws of Minnesota and has the power to enter into this Agreement and carry out its obligations hereunder. (b) The Abatement Program was created, adopted and approved in accordance with the Tax Abatement Act. (c) The City has made the findings required by the Tax Abatement Act regarding the Abatement and Abatement Program and has adopted the Abatement Resolution following a public hearing. Section 2.2 Representations and Warranties of the Developer. The Developer makes the following representations and warranties as of the Effective Date: (a) The Developer is a limited liability company, duly organized, existing and in good standing under the laws of Minnesota, has the power to enter into this Agreement and to perform its obligations hereunder and carry out the covenants contained herein. (b) The Developer will cause the Project to be undertaken in accordance with the terms of this Agreement, the Land Use Entitlements and all applicable City, State and federal laws and regulations. (c) Neither the execution and delivery of this Agreement, the consummation of the transactions contemplated hereby, nor the fulfillment of or compliance with the terms and conditions of this Agreement is prevented, limited by or conflicts with or results in a breach of, the terms, conditions or provisions of any organizational document, contractual restriction, evidence of indebtedness, agreement or instrument of whatever nature to which the Developer is now a party or by which it is bound, or constitutes a default under any of the foregoing. (d) The Project would not be undertaken by the Developer without the assistance and benefit to the Developer provided for in this Agreement and under the Abatement Program. (e) The Developer will reasonably cooperate with the City with respect to any litigation brought by a third party against the City and involving the Abatement Program. 4 CT165-60-1020458.v4 ARTICLE III UNDERTAKINGS BY DEVELOPER AND CITY Section 3.1 The Project. The Project consist of a market rate multi-family apartment building with 186 units and 258 enclosed and 36 surface parking stalls. The City has approved the Land Use Entitlements for the Project. Section 3.2 Transfer of the Project and Assignment of Agreement. The Developer represents and agrees that prior to the expiration of the Abatement Period or earlier termination of this Agreement, the Developer shall not assign this Agreement in conjunction with a transfer of the Abatement Property or any part thereof or any interest therein without the prior written consent of the City, which consent shall not be unreasonably withheld, conditioned or delayed; provided, however, that any such transfer or assignment to an affiliate of the Developer shall not require the prior written consent of the City. In the case of a transfer occurring after commencement of construction but prior to completion of the Project, the City shall be entitled to reasonably require as a condition to any such consent required hereunder that any proposed transferee have the financial ability (either itself or with the assistance of one or more guarantors), in the reasonable judgment of the City, necessary and adequate to complete the construction of the Project as and to the extent required under this Agreement. The City shall also be entitled to require that any proposed transferee, by instrument in writing reasonably satisfactory to the City, expressly assume this Agreement and agree to be subject to all the terms and conditions of this Agreement. Section 3.3 Real Property Taxes. (a) The Developer agrees that during the Abatement Period it will not cause a reduction in the real property taxes paid in respect of the Abatement Property through willful destruction of the Project or any part thereof. The Developer also agrees that it will not, during the Abatement Period, transfer or permit transfer of the Abatement Property to any entity whose ownership or operation of the property would result in the Abatement Property being exempt from real property taxes under State law. (b) The Developer shall notify the City within 30 days of filing any Tax Appeal. If as of any Payment Date, any Tax Appeal is then pending, the City will continue to pay any Abatement due but only to the extent that the Abatement relates to property taxes paid with respect to the market value of the Abatement Property not being challenged as part of the Tax Appeal as determined by the City in its sole discretion. The City will withhold any Abatement otherwise due related to property taxes paid with respect to the market value of the Abatement Property being challenged as part of the Tax Appeal as determined by the City in its sole discretion. The City will pay to the Developer any withheld Abatement to the extent not reduced as a result of the Tax Appeal after the Tax Appeal is fully resolved and the amount of Abatement attributable to the disputed tax payments is finalized. Section 3.4 Abatement Amount. The City agrees to pay the Developer the Abatement on the Payment Dates based on the annual percentages as provided in Exhibit B, subject to the 5 CT165-60-1020458.v4 adjusted provided for in Section 6.1 of this Agreement and up to the total principal Abatement amount stated in Section 4.1. Section 3.5 Abatement Period. The Abatement Period shall exist for a period of 10 years beginning with the Initial Year. On each Payment Date to and including the Final Payment Date, the City shall pay the Developer the Abatement from Available Tax received by the City in the previous 6 months, if any, as provided for herein. Section 3.6 Limitations on Undertaking of the City. The City shall have no obligation to pay any Abatement to the Developer for the Project, if the City, at the time or times such payment is to be made, is entitled under Section 5.2 to exercise any of the remedies set forth therein as a result of an Event of Default by the Developer which has not been cured. Section 3.7 Additional Limitations. (a) The pledge of Abatements is subject to all the terms and conditions of the Abatement Resolution approved by the City on February 18, 2026. The City makes no warranties or representations as to the amount of any Abatement which may or will be available to the Developer. Any estimates of Abatement amounts prepared by the City or the City’s financial consultants are for the benefit of the City only, and the Developer is not entitled to rely on such estimates. Anything in this Agreement to the contrary notwithstanding, the City agrees that the Abatement may be pledged as security for primary financing on the Project. (b) The Developer further acknowledges that the Abatement payable by the City under this Agreement is subject to the Abatement Cap. The City does not warrant or represent that any Abatement otherwise payable under this Agreement will be within the Abatement Cap. The City has granted other abatements prior to the Abatement to the Developer. Payment of previously approved abatements takes priority over this Abatement in any year in which the City’s total abatement obligations exceed the Abatement Cap. ARTICLE IV ABATEMENT AMOUNT; NO BUSINESS SUBSIDY Section 4.1 Calculation of Abatement. The present value of total principal Abatement amount is $1,241,000 and shall be paid by the City in accordance with the declining amounts shown on Exhibit B, subject to the adjustments which may occur in accordance with the lookback provisions in Section 6.1 of this Agreement. In no year shall the Abatement plus all other abatements paid by the City exceed the Abatement Cap. The City will also pay simple, non-compounding interest on the unpaid principal amount of the Abatement at the lesser of (a) 5.5 percent, or (b) the rate of interest on the Developer’s primary financing for the Project. The Developer agrees to provide the City with evidence of the interest rate on its primary financing for the Project. Section 4.2 No Business Subsidy. The Abatement provides assistance for housing and, accordingly, the Abatement does not constitute a business subsidy within the meaning of Minnesota Statutes, sections 116J.993 through 116J.995, as amended. 6 CT165-60-1020458.v4 ARTICLE V EVENTS OF DEFAULT Section 5.1 Events of Default Defined. The following shall be “Events of Default” under this Agreement and the term “Event of Default” shall mean whenever it is used in this Agreement any one or more of the following events: (a) The failure by the Developer to cause the Project to be constructed pursuant to the terms, conditions and limitations of the Land Use Entitlements and this Agreement; (b) Except with regard to any amount subject to a Tax Appeal or the payment of which has been stayed by any other procedure under applicable law, failure by the Developer to timely pay any ad valorem real property taxes, special assessments, or other governmental impositions with respect to the Abatement Property; (c) Failure by the Developer to pay the fee required under Section 7.8 of this Agreement; (d) Failure by the Developer to commence construction of the Project by September 1, 2027; (e) Failure by the City to pay the Abatement in accordance with this Agreement; or (f) Failure by either party to observe or perform any other covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement. Section 5.2 Remedies on Default. Whenever any Event of Default referred to in Section 5.1 occurs and is continuing, the non-defaulting party may take any one or more of the following actions after the giving of written notice to the defaulting party citing with specificity the item or items of default and notifying the defaulting party that it has 30 days within which to cure said Event of Default or commence and diligently pursue curing such Event of Default if the defaulting party is unable to cure within such 30 day period and defaulting party is diligently pursuing and can demonstrate progress toward curing the default. If the defaulting party is unable to cure or commence a cure for the Event of Default within said 30 days as required above, the non-defaulting party may: (a) Suspend its performance under this Agreement until it receives assurances from the defaulting party, deemed reasonably adequate by the non-defaulting party, that the defaulting party will cure its default and continue its performance under this Agreement; and (b) take such action as the non-defaulting party deems necessary to secure its rights under this Agreement. 7 CT165-60-1020458.v4 Section 5.3 No Remedy Exclusive. No remedy herein conferred upon or reserved to the non-defaulting party is intended to be exclusive of any other available remedy or remedies, but each and Section 5.4 every such remedy shall be cumulative and shall be in addition to every other remedy given solely under this Agreement. No delay or omission to exercise any right or power accruing upon any Event of Default shall impair any such right or power or shall be construed to be a waiver thereof but any such right and power may be exercised from time to time and as often as may be deemed expedient. Section 5.5 No Implied Waiver. In the event any covenant contained in this Agreement should be breached by either party and thereafter waived by the other party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waive any other concurrent, previous or subsequent breach hereunder. Section 5.6 No Personal Obligations. All covenants, stipulations, promises, agreements and obligations of the City or the Developer contained herein shall be deemed to be the covenants, stipulations, promises, agreements and obligations of the City or the Developer, as applicable, and not of any governing body member, officer, agent, servant or employee of the City or the Developer, as applicable, in their individual capacity. Section 5.6 Release and Indemnification Covenants. Except for any negligent act of the following named parties, the Developer hereby releases from and covenants and agrees that the City and its governing body members, officers, agents, servants, and employees (the “Indemnified Parties ”) shall not be liable for, and hereby agrees to indemnify and hold harmless the Indemnified Parties against any loss or damage to property or any injury to or death of any person occurring at or about or resulting from any defect in the Project. The aforesaid indemnification shall not apply to willful misrepresentation or any willful or wanton misconduct or negligence of the City. ARTICLE VI LOOKBACK PROVISIONS Section 6.1 Lookback Provisions. The Abatement amount has been calculated based on estimated Total Development Costs of $45,646,074. After completion of the Project, the Developer agrees to provide the City with documentation to verify the actual Total Development Costs of the Project. If the actual Total Development Costs are less than the estimated Total Development Costs, the Abatement amount will be decreased by 50 percent of the amount by which estimated Total Development Costs exceed actual Total Development Costs if that amount is $100,000 or more and will be paid in accordance with a revised payment schedule using the same annual payment percentage of Available Tax specified in Exhibit B. By way of illustration, if estimated Total Development Costs exceed actual Total Development Costs by $99,999, there will be no reduction in Abatement. If estimated Total Development Costs exceed actual Total Development Costs by $100,000, the Abatement will be reduced by $50,000. No payments of 8 CT165-60-1020458.v4 Abatement shall be made until the Developer provides evidence of the actual Total Development Costs. ARTICLE VII ADDITIONAL PROVISIONS Section 7.1 Conflicts of Interest. No member of the governing body or other official of the City shall participate in any decision relating to this Agreement which affects his or her personal interests or the interests of any corporation, partnership or association in which he or she is directly or indirectly interested. Section 7.2 Titles of Articles and Sections. Any titles of the several parts, articles and sections of this Agreement are inserted for convenience of reference only and shall be disregarded in construing or interpreting any of its provisions. Section 7.3 Notices and Demands. Except as otherwise expressly provided in this Agreement, a notice, demand or other communication under this Agreement by either party to the other shall be sufficiently given or delivered if it is dispatched by reputable overnight courier, registered or certified mail, postage prepaid, return receipt requested, or delivered personally to: (a) in the case of the Developer: East Point Apartments LLC 1834 East 38th Street Minneapolis, MN 55407 Attention: Robb Lubenow (b) in the case of the City: City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Attention: City Administrator and with a copy to: Kennedy and Graven, Chartered 150 South Fifth Street Suite 700 Minneapolis, MN 55402 Attention: Ronald H. Batty or at such other address with respect to either party as that party may, from time to time, designate in writing and forward to the other, as provided in this Section 7.3. Section 7.4 Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. Section 7.5 Law Governing. This Agreement will be governed and construed in accordance with the laws of Minnesota. 9 CT165-60-1020458.v4 Section 7.6 Term. This Agreement shall remain in effect commencing on the Effective Date until the Final Payment Date, unless earlier terminated or rescinded in accordance with its terms or State law. Section 7.7 Provisions Surviving Rescission or Expiration. Sections 5.5 and 5.6 shall survive any rescission, termination or expiration of this Agreement with respect to or arising out of any event, occurrence or circumstance existing prior to the date thereof. Section 7.8 Payment of Fees. The Developer agrees to reimburse the City for all actual and reasonable legal, financial advisory, engineering and other fees incurred in connection with the establishment of the Abatement Program and the drafting and negotiating of the Abatement Resolution and this Agreement. The Developer shall reimburse the City within 30 days of notice from the City. * * * * * * * * * * * * 11 CT165-60-1020458.v4 The City has caused this Agreement to be duly executed in its name and on its behalf. CITY OF COTTAGE GROVE By: Myron Bailey, Mayor Date: Jennifer Levitt, City Administrator Date: STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this ____ day of ________________, 2026, by Myron Bailey, the Mayor of the City of Cottage Grove, a public body corporate and politic under the laws of Minnesota, on behalf of the Authority. ____________________________________ Notary Public STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this ____ day of ________________, 2026, by Jennifer Levitt, the City Administrator of the City of Cottage Grove, a public body corporate and politic under the laws of Minnesota, on behalf of the Authority. ____________________________________ Notary Public A-1 CT165-60-1020458.v4 EXHIBIT A DESCRIPTION OF ABATEMENT PROPERTY The Abatement Property is located in Washington County, Minnesota and is legally described as follows: Parcel numbers 08.027.21.33.0053 and 07.027.21.44.0020 The parties anticipate that the above land will be replatted before constructing the Project. After recording the plat, the Abatement Property will be legally described as such. B-1 CT165-60-1020458.v4 EXHIBIT B