Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Agenda Files 2026-02-04 City Council Regular Meeting Packet (Public))
1 COTTAGE GROVE CITY COUNCIL February 4, 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 Swearing-In and Badge Pinning Ceremony Staff Recommendation: Perform the Swearing-in and Badge Ceremony for Rebecca Dziki, Timothy Gunderson, and Ryan Sheak. B Proclamation - February 2026 Black History Month Staff Recommendation: Proclaim February 2026 as Black History Month. 7 Consent Agenda A City Council Regular Meeting Minutes (2026-01-21) Staff Recommendation: Approve the January 21, 2026, City Council Regular Meeting Minutes. B Commissioner Reappointments Staff Recommendation: Approve the reappointment of the Commissioners detailed in the memo to their designated Commissions. C Rental License Approvals Staff Recommendation: Approve the issuance of rental licenses to the addresses listed in the attached table. D 4th Quarter Donations Staff Recommendation: Approve Resolution 2026-018, accepting the 4th Quarter Donations. E 2026 Legislative Agenda Staff Recommendation: Approve the City of Cottage Grove's 2026 Legislative Agenda. F USPCA Reunite K9 COP Grant Acceptance Staff Recommendation: Accept and approve the grant award in the amount of $7,500.00 from the United States Police Canine Association. G Authorize the Order of Replacement Ambulance Staff Recommendation: Authorize the purchase of a Ford E-450 Road Rescue Ultramedic from Everest Emergency Vehicles with an estimated cost of $299,627.00 and an estimated delivery of January 2027. H Washington County SHIP Grant Staff Recommendation: Authorize the Statewide Health Improvement Partnerships grant agreement for $3,700 to be used for expansion of the existing Meadowgrass Park Community Garden. 2 I LCCMR Grant for Mississippi Dunes Park Staff Recommendation: Authorize staff to apply for the Minnesota LCCMR grant for funding to assist in the completion of the Mississippi Dunes Master Plan. J FEMA - Assistance to Firefighter Grant Staff Recommendation: Authorize the Fire Department to apply for a FY25 FEMA Assistance to Firefighter Grant in the amount of $380,585. K Ice Arena Remodel Plans & Specification Agreement Staff Recommendation: Authorize service agreement with Oertel Architects for Ice Arena Remodeling Project final design services. L Recycle Surplus Equipment Staff Recommendation: Staff recommends that the City Council authorize River Oaks to proceed with recycling the equipment listed in the memo. M 2026 Fuel Pricing Staff Recommendation: Receive the fuel pricing for 2026 under state contract number 281983. N Forestry Bucket Truck - Budget Increase and Purchase Authorization Staff Recommendation: Approve the increased budget amount of the bucket truck from $210,000 to $236,000 & authorize purchase. O Mississippi Landing 3rd Addition – Final Plat, Development Agreement, and Plans & Specs Staff Recommendation: 1) Adopt Resolution 2026-024 approving the Mississippi Landing 3rd Addition final plat, which is an approximate 10.82-acre residential development with 66 single-family lots. 2) Approve the Mississippi Landing 3rd Addition Development Agreement with Rachel Development, Inc. and authorize execution of all easements, deeds, and agreements required for the plat and project. 3) Adopt Resolution 2026-025 approving the Mississippi Landing 3rd Addition Development Plans dated January 26, 2026, prepared by Alliant Engineering, and as modified by request of the City Engineer. P Front Desk Security Upgrade Staff Recommendation: Adopt Resolution 2026-027 awarding the Front Desk Area Security Upgrade contract to RAK Construction in the amount of $96,955, and authorize the service agreement between RAK Construction and the City of Cottage Grove Q County 19A/100th Street Realignment – BUILD Grant Application Staff Recommendation: Adopt Resolution 2026-022 supporting the City’s Better Utilizing Investments to Leverage Development (BUILD) grant application for the County 19A/100th Street Realignment Project. 8 Approve Disbursements A Approve Disbursements Staff Recommendation: Approve disbursements from 01-16-26 to 01-29-26 in the amount of $5,489,440.95. 9 Public Hearings A Cedarhurst Historic District Nomination to City Register of Historic Sites and Landmarks Staff Recommendation: 1) Hold the public hearing for the nomination of the Cordenio Severance House (Cedarhurst) Mansion and the Gardener's Cottage to the City Register of Historic Sites and Landmarks. 2) Adopt Resolution 2026-026 to place the Cordenio Severance (Cedarhurst) Mansion and significant outbuildings located at 6940 Keats Avenue South, and the Gardener's Cottage located at 9912 70th Street South on the City Register of Historic Sites and Landmarks to be known as the “Cedarhurst Historic District.” 10 Bid Awards 11 Regular Agenda 12 Council Comments and Requests 13 Workshops - Open to Public 3 14 Workshops - Closed to Public 15 Adjournment 1 City Council Action Request 6.A. Meeting Date 2/4/2026 Department Administration Agenda Category Presentation Title Swearing-In and Badge Pinning Ceremony Staff Recommendation Perform the Swearing-in and Badge Ceremony for Rebecca Dziki, Timothy Gunderson, and Ryan Sheak. Budget Implication N/A Attachments None 1 City Council Action Request 6.B. Meeting Date 2/4/2026 Department Communications Agenda Category Presentation Title Proclamation - February 2026 Black History Month Staff Recommendation Proclaim February 2026 as Black History Month. Budget Implication N/A Attachments 1. February 2026 Black History Month PROCLAMATION February 2026: Black History Month WHEREAS, Black History Month is a time to reflect upon, honor, and celebrate the invaluable contributions of African Americans throughout history and the ongoing efforts to promote equity, justice, and freedom; and WHEREAS, In 1926, Dr. Carter G. Woodson, a Harvard scholar, established the observance of African American History to reveal the contributions, achievements, and involvement of African American people in the development of our American democracy; and WHEREAS, African Americans have played a vital role in shaping the cultural, economic, and social fabric of the United States, enriching our communities with their resilience, strength, and achievements in every field; and WHEREAS, Minnesota is home to many prominent Black trailblazers, including Dr. Robert S. Brown, the first Black doctor from Minnesota; Lena Smith, Minnesota’s first Black woman lawyer; Neva Walker, the first Black woman elected to the Minnesota legislature; and WHEREAS, The City of Cottage Grove remains committed to acknowledging the generations of African Americans who struggled against adversity, injustice, and discrimination in order to achieve equal rights in American society; and WHEREAS, Black History Month calls our attention to the continued need to battle racism and build a society that lives up to its democratic ideals. We must reflect on our collective past, reveal its impact on present conditions, and implement equitable solutions for a more just future; and WHEREAS, The City of Cottage Grove is proud to honor the history and contributions of African Americans in our community, throughout the state, and nation. NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of Washington, State of Minnesota, hereby proclaim February 2026, as: Black History Month Passed this 4th day of February 2026. _____________________________________ Myron Bailey Mayor 1 City Council Action Request 7.A. Meeting Date 2/4/2026 Department Administration Agenda Category Action Item Title City Council Regular Meeting Minutes (2026-01-21) Staff Recommendation Approve the January 21, 2026, City Council Regular Meeting Minutes. Budget Implication N/A Attachments 1. 2026-01-21 City Council Meeting CITY OF COTTAGE GROVE 12800 Ravine Parkway Cottage Grove, Minnesota 55016 www.cottagegrovemn.gov 651-458-2800 Fax 651-458-2897 Equal Opportunity Employer COTTAGE GROVE CITY COUNCIL January 21, 2026 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MN 55016 COUNCIL CHAMBER - 7:00 P.M 1. CALL TO ORDER The City Council of the City of Cottage Grove, Washington County, Minnesota, held a regular meeting on January 21, 2026, at Cottage Grove City Hall, 12800 Ravine Parkway. Mayor Bailey called the meeting to order. He said before we get started, before we actually get into the actual business of the agenda, I wanted to mention that we typically hold the Open Forum at the beginning of the Council Meeting, but this evening we weren’t sure how many people were going to be here. So, at this point, we have some people who signed up to speak. I wanted to just mention that we moved the Open Forum portion to the end of tonight’s meeting, although I will tell you that our agenda is extremely short tonight; so, within probably 15 minutes or so, we’ll be going into Open Forum for people to speak to the Council, and I’ll share some more information there. 2. PLEDGE OF ALLEGIANCE The audience, staff, and City Council Members stood and recited the Pledge of Allegiance. 3. ROLL CALL Tammy Anderson, City Clerk, called the roll: Mayor Bailey-Here; Council Member Clausen-Here; Council Member Garza-Here; Council Member Olsen-Here; Council Member Thiede-Here. Also present: Jennifer Levitt, City Administrator; Ryan Burfeind, Public Works Director; Zac Dockter, Parks and Recreation Director; Joe Fischbach, HR Manager; Phil Jents, Communication Manager; Pete Koerner, Public Safety Director; Korine Land, City Attorney-LeVander, Gillen & Miller, PA; Brenda Malinowski, Finance Director; Emily Schmitz, Community Development Director; Greg Rinzel, Public Safety Captain; Paul Sponholtz, City Engineer; Becca Bair, Administration Specialist. 4. ADOPTION OF AGENDA Motion by Council Member Thiede to adopt the agenda; second by Council Member Garza. Motion carried: 5-0. 5. PRESENTATIONS - None. 6. CONSENT AGENDA A. Approve the January 7, 2026 City Council Regular Meeting Minutes. B. Authorize issuance of a single-occasion gambling permit to the Cottage Grove Public Safety Board (Julieann Rice) to conduct a raffle at City Hall (12800 Ravine Parkway) on May 11, 2026, at 6:00 p.m. C. Authorize issuance of a single-occasion gambling permit to the Cottage Grove Strawberry Fest (Loriann Olsen) to conduct a raffle at Oltman Middle School on June 22, 2026, at 6:00 p.m. D. Approve the 2026 Transcription Agreement with Judith Graf. E. Approve the issuance of rental licenses to the properties listed in the attached table. City Council Meeting Minutes January 21, 2026 Page 2 of 5 F. Authorize Resolution 2026-012 awarding the Woodridge Park and Arbor Meadows Park Court Resurfacing Project to Court Surfaces & Repair, Inc. in the amount of $26,750 for Woodridge Park and $3,750 for Arbor Meadows Park and authorize the Service Agreement between Court Surfaces & Repair, Inc. and the City of Cottage Grove. G. Authorize Resolution 2026-013 awarding the Woodridge Park Pickleball Court Resurfacing Project to C&H Sport Surfaces, Inc. in the amount of $20,495 and authorize the Service Agreement between C&H Sport Surfaces, Inc. and the City of Cottage Grove. H. Approve Resolution 2026-014 authorizing the application for redevelopment grant funds through the Minnesota State Department of Employment and Economic Development. I. Nominate Sharon Doucette to the South Washington Watershed District Board of Managers. J. Approve Resolution 2026-019, declaring the official intent of the City of Cottage Grove to reimburse certain expenditures from the proceeds of bonds to be issued by the City. K. Adopt Resolution 2026-020 requesting Minnesota State Aid Street Funds Advance. L. Adopt Resolution 2026-017 to approve a Conditional Use Permit for exterior storage of materials at 7601 100th Street South, Suite 100. M. 1) Adopt Resolution 2026-016 to approve the Variance to allow the proposed building addition for Expansion A to be 64 feet from the north property line when a 100-foot setback to the residential property line is required, located at 7450 95th Street South. 2) Adopt Resolution 2026-015 to approve a Site Plan review for two building additions and associated site work for Van Meter, Inc., located at 7450 95th Street South. 3) Adopt Resolution 2026-023 rescinding, terminating, and releasing the Stormwater Management Agreement recorded July 16, 2015 as document number 4033928. 4) Approve the Encroachment Agreements for items within the Drainage and Utility Easements, Stormwater Management Agreement, and the Hydrant Access Easement Agreement for Van Meter, Inc., located at 7450 95th Street South. None of the Council Members wished to pull any Items on the Consent Agenda for further comment and/or discussion. Motion by Council Member Olsen to approve the Consent Agenda; second by Council Member Clausen. Motion carried: 5-0. Mayor Bailey said congratulations and good luck to Van Meter, who is going to be doing a major expansion in Cottage Grove, and we appreciate it. We’re very happy to have you in Cottage Grove. 7. A. APPROVE DISBURSEMENTS Staff Recommendation: Approve disbursements from 01-02-2026 through 01-15-2026 in the amount of $2,000,055.06. Motion by Council Member Garza to approve disbursements; second by Council Member Thiede. Motion carried: 5-0. 8. PUBLIC HEARINGS - None. 9. BID AWARDS - None. 10. REGULAR AGENDA - None. 11. COUNCIL COMMENTS AND REQUESTS City Council Meeting Minutes January 21, 2026 Page 3 of 5 Mayor Bailey asked each of the Council Members if they had any comments or requests, and they all indicated they did not. 12. WORKSHOPS - OPEN TO PUBLIC - None. 13. WORKSHOPS - CLOSED TO PUBLIC - None. 14. OPEN FORUM City Council Meeting Minutes January 21, 2026 Page 4 of 5 Grove, I live and work here. My name is Heather Schowalter, I first came to Cottage Grove five years ago. I worked at a major manufacturer here, made windows, I’m sure you know the place; I now work across the street, making doors. One thing that every manufacturing, laboring job I’ve ever had has in common are the people that work there; they don’t always look like me, but they are very good, hardworking people. Today, I worry about the friends that I have made at these places here in the City. I worry about the ladies that used to bring me homemade eggrolls. I worry about the Arab man, who showed me pictures of his daughter and her cats, how he moved here to have a better life for her. I worry about the Hispanic ladies who became my transportation after the first seizure I had. These are all people, again, that are very hardworking people in our City. They come here for work, they do not deserve to feel afraid, every one, every single person, I don’t care what their status is, has worth. To borrow a quote from one of my favorite authors, “All things have worth, and everyone contributes to the worth of others.” That is true of every single human being. I’m here today to ask, and I’m going to add on to what she said, I do not want them in the HERO Center. I understand there’s a price tag that comes along with that, but I am a very stubborn German woman, and I come from a long line of stubborn German women, and I believe that when there’s a will, there’s a way. It might not be easy, it might not be cheap, but I believe there is a way, there is something we can do. This is not benefitting our State, this is not benefiting our community members. They are terrorizing and making people afraid. My own mother, she’s almost 60 years old, she walks with a mobility aid, she needs a walker to get around, she has rheumatoid arthritis, she’s terrified that she’s going to be in the wrong place at the wrong time and just be knocked over, knocked to the ground. We don’t know where this is happening, where it’s safe for her to go, can she even, you know, walk around in a Target and not have to worry about someone tackling her if she’s just standing in between an agent and their target? I would like to ask for, in addition, to the ending of the contracts with the HERO Center again. I would also ask for more transparency. There are other cities right now that are working on things like passing moratoriums on rent, towing fees, anything that we could do to alleviate the pressure that is being put on these people. My time is up, so. City Council Meeting Minutes January 21, 2026 Page 5 of 5 we care about our community deeply, all of our community, no matter who you are or what race, it doesn’t matter. And if anybody does need help, I think I could speak for our Public Safety officials out there, call 911. Our police officers do not, do not work hand-in-hand with ICE, we’re not going to ask your immigration status, that’s not part of what we do, that’s not their purview as a police officer. But if there’s somebody that’s in need, our police officers want to help, and please call if that’s something that happens. And the last thing I’ll say on that, too, I’m looking at my Director of Public Safety back there, we don’t know when ICE is in town, or rarely do we ever know that they’re in town. And I’m not talking about the HERO Center, I’m talking about if they’re in town, as a matter of fact, in some cases, our police officers have somebody called in a suspicious vehicle, and they check the vehicle as being suspicious and find out, oh, ICE is in town. So, they’re not even communicating with us as a government agency, and they’re definitely not communicating with our Police Department, so, I wanted the public to be very aware of that, okay? 15. ADJOURNMENT 1 City Council Action Request 7.B. Meeting Date 2/4/2026 Department Administration Agenda Category Action Item Title Commissioner Reappointments Staff Recommendation Approve the reappointment of the Commissioners detailed in the memo to their designated Commissions. Budget Implication N/A Attachments 1. 2026 Commission Reappointment Memo To: From: Date: Subject: Discussion: • The member has not exceeded the maximum allowable terms. • The member has maintained all attendance requirements. • The members have formally expressed a desire to continue their service. Staff Recommendation: 1 City Council Action Request 7.C. Meeting Date 2/4/2026 Department Community Development Agenda Category Action Item Title Rental License Approvals Staff Recommendation Approve the issuance of rental licenses to the addresses 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: January 28, 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 4, 2026 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-001715 9386 71st Bay South IH2 Property Illinois LP RENT-001737 8344 69th Street South Rock, Justin RENT-001776 7247 65th St S Neels, Peter & Rachel RENT-001887 7777 Hemingway Avenue South Homes for Now RENT-001911 9496 Jarrod Avenue South Toyin & Oluwole Aderemi-Ata RENT-001926 6887 Pine Crest Trail South Wenie Zhu RENT-001931 8313 Foothill Road South Homes Fit4U Property Groups RENT-001932 8461 75th Street South Homes Fit4U Property Groups RENT-001948 6568 Joliet Avenue South Khabbaz, Faezeh RENT-001979 7640 East Point Douglas Road South Kathryn DeBruyckere RENT-001980 7879 72nd Street South Pottas, LLC RENT-001981 6943 99th Street Court South Pottas, LLC RENT-001982 9242 East Point Douglas Lane South Borst, Sandra RENT-001983 6606 Pine Crest Trail South Borst, Sandra RENT-001985 6401 Hedgecroft Avenue South Khanetix LLC RENT-001992 6443 Inspire Circle South Upward America Southeast Property Owner LP RENT-001996 6446 Inspire Circle South Upward America Southeast Property Owner LP RENT-001997 6448 Inspire Circle South Upward America Southeast Property Owner LP RENT-001998 6454 Inspire Circle South Upward America Southeast Property Owner LP RENT-002003 6488 Inspire Circle South Upward America Southeast Property Owner LP RENT-002005 6490 Inspire Circle South Upward America Southeast Property Owner LP RENT-002006 6491 Inspire Circle South Upward America Southeast Property Owner LP RENT-002007 6494 Inspire Circle South Upward America Southeast Property Owner LP RENT-002008 6495 Inspire Circle South Upward America Southeast Property Owner LP RENT-002009 6498 Inspire Circle South Upward America Southeast Property Owner LP RENT-002030 9288 Indian Boulevard South Borst, Gary RENT-002033 6729 99th Street South Moosey, Christopher D. RENT-002069 8119 Henslowe Avenue South Wahlin, Tavifa RENT-002072 7030 74th Street Bay South Leintz, Paul RENT-002097 7386 Timber Crest Drive South Lurken, Larissa RENT-002126 7048 Jenner Circle South Abdelal, Samia RENT-002134 8466 Hadley Avenue South Jason & Katie Brisson RENT-002136 7861 Gresham Lane South Jason & Katie Brisson RENT-002137 7762 79th Street South Homes for Now RENT-002138 8976 92nd Street South Homes for Now RENT-002141 8945 92nd Street South Han, Qiang RENT-002149 8990 92nd Street South Wenjie/Xin RENT-002171 8631 Ironwood Avenue South Invitation Homes RENT-002176 9066 Janero Avenue South Invitation Homes RENT-002233 8348 Hadley Avenue South Olafson, Erik RENT-002269 6695 Pine Crest Trail South Cassell, Jim RENT-002275 6740 Meadow Grass Lane South Kim, Min RENT-002290 6606 96th Street South Meshan Garradow RENT-002294 6509 Jody Avenue South Kent, Stephen E. RENT-002307 6460 Genevieve Trail South Sarah Abdul Jabbar 2026 RENTAL LICENSES CITY COUNCIL APPROVAL - FEBRUARY 4, 2026 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-002313 6905 Innsdale Avenue South Vittum, Kathleen & Wahl, John RENT-002318 6724 101st Street South Pyarali, Abbas RENT-002341 6840 Meadow Grass Lane South Denise Flaim RENT-002370 10229 Goodview Circle South Valluri, Muralidhar RENT-002394 7337 Iden Avenue South Yang, Julie RENT-002395 7436 Iden Avenue South Friendly Alien Ventures, LLC RENT-002401 7441 Ideal Avenue South Gamache, Jason RENT-002403 6150 Idora Avenue South Mattison, Alexander RENT-002428 8595 Hilo Trail South Olafson, Erik RENT-002596 6815 91st Street South Thomas Rental Properties, LLC RENT-002858 6729 Jorgensen Big P Rentals LLC RENT-002859 6723 Jorgensen Big P Rentals LLC RENT-002860 6570 Jody Big P Rentals LLC RENT-002878 7668 East Point Douglas Road South Rygh, LLC RENT-002929 8218 Hyde Lane South Long, Thomas RENT-002930 7187 Imperial Avenue South Long, Thomas RENT-002933 8610 Hinton Avenue South Pace, Bridget RENT-002935 6593 Hinterland Trail South Gardiner, Sydney RENT-002982 7644 East Point Douglas Road South Kathryn DeBruyckere RENT-003019 6562 Genevieve Trail South Bukovatz, Angela RENT-003023 8899 Ironwood Avenue South Brooks, Rosamaria RENT-003043 6432 Genevieve Trail South Estrem, Nathan RENT-003051 9412 Dunes Ln S Fahad Khan RENT-003059 6908 Jody Ave S Lind, Brent 1 City Council Action Request 7.D. Meeting Date 2/4/2026 Department Finance Agenda Category Resolution Title 4th Quarter Donations Staff Recommendation Approve Resolution 2026-018, accepting the 4th Quarter Donations. Budget Implication N/A Attachments 1. Resolution 2026-018 4th Quarter 2025 Donations CITY OF COTTAGE GROVE, MINNESOTA Received From Purpose Amount 1 City Council Action Request 7.E. Meeting Date 2/4/2026 Department Communications Agenda Category Action Item Title 2026 Legislative Agenda Staff Recommendation Approve the City of Cottage Grove's 2026 Legislative Agenda. Budget Implication N/A Attachments 1. Legislative Agenda 2026 Memo 2. 2026 Legislative Agenda TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Phil Jents, Communications Manager DATE: January 29, 2026 RE: 2026 Legislative Agenda Background The 2026 Legislative Agenda was created as a guideline for the City Council and department heads when setting city policy and interacting with state legislators. This year’s legislative agenda addresses several key areas including funding for the County Road 19A & 100th Street Realignment Project, Medicare/Medicaid ambulance service costs, Mississippi Dunes Park Development, funding for operations and management of PFAS treatment, and preemptive land use and zoning. The legislative agenda is a fluid document and can be amended at any time to reflect changes in legislation. Recommendation Adoption of the 2026 Legislative Agenda. Attachments: 2026 Legislative Agenda Legislative Agenda City of Cottage Grove, MN Solutions for a Safe, Healthy, and Prosperous Community 12800 Ravine Parkway S, Cottage Grove, MN 55016 651-458-2800 | CottageGroveMN.gov 2026 2 | City of Cottage Grove Cottage Grove by the Numbers 44,336 Population $130,259 Median Income 500+ Acre Business Park 2,227 Medical Calls in 2025 14.2% Growth Rate Since 2020 320,000+ workers live within a 25-minute commuting range of Cottage Grove. Additionally, the city is strategically located just 20 minutes from the Minneapolis-St. Paul International Airport. 19,000+ students with a focus on high-achieving STEM and college-prep programs. 38 Median Age 52.3 Diversity Index 2,500+ acres of green space 100+ miles of trails and paths Top Legislative Priorities • County Road 19A & 100th Street Realignment Project • Provide Funding for Emergency Medical Services (EMS) Aid for Ambulance Services • Mississippi Dunes Park Development • 2007 Consent Order Funding for Permanent Operations and Management of PFAS Treatment • Preemptive Land Use and Zoning Administration • Newspaper Notification Requirement • Licensure of Massage Therapists • Continued Health Insurance for Duty-Disabled Peace Officers and Firefighters Parks and Recreation • Future State/County Recreational Trail Connection Community Development • Housing • Redevelopment Economic Development • Tax Increment Financing (TIF) Flexibility • Business Expansion • Workforce Readiness • Data Center Development Transportation • Cottage Grove Local Bridge Replacement Priority List • Special Assessment Election Requirements • Street Improvement Districts • Street Reconstruction Bond Approval • Road and Bridge Funding Water Quality and Sustainability • Water Supply • Private Well Drilling Restriction Authority Finance • State Aids • Restrictions on Local Government Budgets • Sales Tax on Local Government Purchases Public Safety • Single-Way-Out (Single Stairway) in Apartments • E-Bikes • K-12 Threat Assessments • Mental Health Response Act • Officer Wellness • Recruitment and Retention Needs • Law Enforcement Training Funding • Fleeing Vehicles • Auto Theft and Violent Crime Investigation Funding • Permit to Purchase Fees • Body-Worn Camera Redaction • Paid Health Insurance for Law Enforcement Retirees ................................................................. 04 ................... 05 ........................................................................................... 06 ... 07 .................................................................................................. 08 .......................................................................................... 10 .................................................................................................. 10 ........................... 10 ...................................................................... 12 ........................................................................................................................................ 14 ............................................................................................................................ 14 ........................................................................................ 16 ....................................................................................................................... 16 .................................................................................................................... 16 ............................................................................................................ 17 .................................................................. 19 .................................................................................. 19 ........................................................................................................ 20 ........................................................................................... 20 .............................................................................................................. 21 ................................................................................................................................. 23 .................................................................................... 23 ...................................................................................................................................... 25 .................................................................................. 25 ................................................................................... 25 .......................................................................... 28 .......................................................................................................................................... 28 ............................................................................................................. 28 ......................................................................................................... 29 ........................................................................................................................... 29 ................................................................................................ 30 ............................................................................................... 30 ............................................................................................................................ 30 ...................................................................... 31 ................................................................................................................ 31 ....................................................................................................... 32 ..................................................................... 32 Agenda 4 | City of Cottage Grove Top Legislative Priority County Road 19A & 100th Street Realignment Project Priority Description County Road 19A & 100th Street Realignment Project – Bonding Request of $22.5 million. Legislative Request Cottage Grove fully supports all efforts to fund the County Road 19A & 100th Street Realignment Project. The City and Washington County request $22.5 million in state funds for design, right-of-way acquisition and construction of the arterial roadway and adjacent roadways. Relevant Information • In partnership with Washington County, a need was identified for a new arterial route to support 2,000 acres of planned development to help balance the regional traffic patterns to U.S. Hwy 61. • The Cottage Grove Business Park is currently only served by one feasible interchange: Highway 61 at Jamaica Avenue, which is fully built out with a two-lane, six-leg roundabout that receives a significant amount of traffic. • A new railway grade separation included in the project will efficiently accommodate growth in freight traffic associated with the rapidly growing industrial area. • The project will be transformative for the southeast metro as it improves safety and mobility and creates economic opportunity in the area. • Washington County and Cottage Grove have partnered on preliminary design, final design, right-of- way, environmental review and utility studies, and have invested over $2 million in local funds to date. • This initiative is supported by the Minnesota Department of Transportation. • Cottage Grove has aggressively pursued funding opportunities at both the State and Federal level for four years. • If the project is not awarded in 2027, federal and state grant funds that have already been awarded will have to be returned and the project will be delayed. • The total estimated project cost is approximately $47 million (County funds: $6 million, City funds: $4.9 million, State of Minnesota: $22.5 million, current Federal and State Grants: $13.6 million). • The project will include construction of a bridge over the CPKC Railway, which is estimated to cost of over $10 million. 5 | City of Cottage Grove Top Legislative Priority Provide Funding for Emergency Medical Services (EMS) Aid for Ambulance Services Priority Description Provide funding for Emergency Medical Services (EMS) aid for ambulance services. Legislative Request Cottage Grove supports state legislation to provide EMS aid to ambulance services including metro municipally operated ambulance services. Many ambulance services, including Cottage Grove Fire/ EMS, have operating deficits, primarily due to Medicare reimbursement shortfalls. Relevant Information Minnesota passed legislation for EMS aid to help support EMS services that have operating deficits; however, community-operated metro services such as Cottage Grove were excluded from the aid. Cottage Grove recaptures as low as 25% of operating costs through EMS billing, leading to significant financial deficits which have exceeded hundreds of thousands of dollars since 2019. 6 | City of Cottage Grove Top Legislative Priority Mississippi Dunes Park Development Priority Description The Mississippi Dunes Park project represents a transformative opportunity to restore and activate a critical ecological and recreational corridor along the Mississippi River. By transitioning this former golf course into a public natural asset, the project will provide enhanced river access, protect sensitive habitats, and offer regional recreational benefits for all Minnesotans. Legislative Request We are seeking $15 million in total construction costs to fully implement the park’s Master Plan. This request involves a multi-agency funding strategy to leverage state, environmental settlement, and grant resources. Relevant Information • Economic Impact: Expected to drive regional tourism and increase local property values while providing sustainable green space. • Ecological Significance: The site is a primary target for conservation due to its unique dune formations and riverfront biodiversity. • Partnership: A collaborative effort involving state agencies, local government, and environmental stakeholders to ensure the site’s historical and natural integrity. Funding Source 3M Priority II Settlement LCCMR MN DNR Conservation Partners Legacy MN DNR Outdoor Recreation Grant State Park Road Fund Amount Requested .............................................................................................. $5,000,000 ................................................................................................... $3,000,000 – $15,000,000 ........................................................................ $1,200,000 ................................................................................. $350,000 ....................................................................................................... $350,000 7 | City of Cottage Grove Top Legislative Priority 2007 Consent Order Funding for Permanent Operations and Management of PFAS Treatment Priority Description In May of 2024, communities in the East Metro were informed that all 3M Settlement Funds would be fully committed within two years. Once all funds are committed, a transition to the 2007 Consent Order will be necessary to continue to fund capital projects and Operations and Maintenance (O&M). The status of the 3M Settlement Funds and estimated depletion date have continued to be monitored by the Co-Trustees. At the November 2025 working group meeting, the estimated date for funds to be fully committed was pushed back to the end of State fiscal year 2027. The Conceptual Drinking Water Supply Plan (CDWSP) originally included 20 years of O&M funding. Legislative Request Cottage Grove requests that the planning to revert to the 2007 Consent Order continue to be addressed by the Co-Trustees. If there is any gap in O&M funding, it will result in a significant financial burden to our residents, which will require years of planning to be able to fund locally. Relevant Information • Once both permanent PFAS treatment plants are operational in Cottage Grove, annual O&M costs, including annualized media replacement expenses, will exceed $2 million. • The annual Water Utility Fund operating budget for Cottage Grove is only $3.17 million. • If Cottage Grove is required to fund O&M costs for any amount of time, this could only be covered by an aggressive rate increase for water to our residents. • Communities in the East Metro with a known source of PFAS contamination have received ongoing commitments that treatment costs will be covered by the 3M Settlement or 2007 Consent Order. It is critical that a clear path for this funding be finalized so those commitments can be upheld. FIGURE DATE 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PROJ. NO.BI M 36 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e_ I Z W T P / 1 9 3 8 0 5 3 0 2 a - m d . r v t CITY OF COTTAGE GROVE, MINNESOTA INTERMEDIATE ZONE WATER TREATMENT PLANT 193805302 EXTERIOR PERSPECTIVES 1-2 SCALE: SOUTH WEST PERSPECTIVE 10/01/2024 SCALE: NORTH EAST PERSPECTIVE Low Zone Water Treatment Plant Intermediate Zone Water Treatment Plant 8 | City of Cottage Grove Top Legislative Priority Preemptive Land Use and Zoning Priority Description Maintain local zoning and land use control. Legislative Request Cottage Grove requests opposition to legislation that broadly preempts city zoning and land use authority, removes public input in the residential development process, ignores comprehensive plans, and lacks consideration for how cities utilize zoning and land use to ensure the health, safety, and welfare of residents, and how cities scale infrastructure to support new housing density. Relevant Information • Previous legislation required municipalities to institute housing zones in areas of a city within commercial zoning districts. Most cities do not have the infrastructure including water and sewer systems to support adding high-density buildings on lots not intended for high-density development and will have stormwater runoff and treatment challenges with increased lot coverage and reduced setbacks. Consideration should be given to who is responsible to pay for the upsizing of infrastructure and equipment to maintain the increased density. This burden would ultimately be passed down to the local taxpayer given no state-provided funding. • Aesthetic mandate limitations limit the ability for cities to promote visual aesthetic appeal and preserve adjacent property values. Architectural standards allow each community to instill a cohesive look and feel that is a community identifier while ensuring quality materials are used to prevent structure degradation. • Parking, height restrictions, and architectural design requirements allow each municipality to address the needs and desires of their individual communities. These standards were established using community engagement and public input. 9 | City of Cottage Grove Jennifer Levitt City Administrator JLevitt@cottagegrovemn.gov 651-458-2890 cottagegrovemn.gov Administration 2026 Legislative Agenda | 9 10 | City of Cottage Grove Administration Newspaper Notification Requirement Priority Description Replace the requirement of a local newspaper notification with electronic notices on the city website and other social media platforms. Legislative Request Cottage Grove requests the state repeal the newspaper notification requirement due to the costs for municipalities, the decline of local newspapers, and the increase and proliferation of technology information tools. Licensure of Massage Therapists Priority Description Seek to establish a state requirement for licensure of massage therapists. Legislative Request Cottage Grove requests the implementation of a statewide licensing system for massage therapists, ensuring minimum competency requirements are successfully met. Continued Health Insurance for Duty-Disabled Peace Officers and Firefighters Priority Description State funding to assist local governments in claims. Legislative Request The City of Cottage Grove faces a huge liability if this program is not fully funded by the State. Previously, the City of Cottage Grove has submitted $70,955.76 in claims. 11 | City of Cottage Grove Zac Dockter Parks & Recreation Director ZDockter@cottagegrovemn.gov 651-458-2847 cottagegrovemn.gov Parks and Recreation 2026 Legislative Agenda | 11 12 | City of Cottage Grove Parks and Recreation Future State/County Recreational Regional Trail Connection Priority Description Secure funding for a trail connecting Cottage Grove Ravine Regional Park to Point Douglas Regional Trail/Park. Legislative Request Cottage Grove supports the planning, design, and future funding of a Highway 61 Trailway connection between Cottage Grove Ravine Regional Park and Point Douglas Regional Trail/Park. Relevant Information A trail along Highway 61 from Cottage Grove Ravine Regional Park to Point Douglas Regional Trail/Park would be a unique recreational experience for the region, state, and out-of-state visitors. Highway 61 is both historic and scenic but has no recreational trail access. The trailway would connect Cottage Grove’s Ravine Lake to the confluence of the Mississippi and St Croix rivers as well as historic Hastings downtown via the Highway 61 Arch Bridge Trail. 13 | City of Cottage Grove Emily Schmitz Community Development Director ESchmitz@cottagegrovemn.gov 651-458-2874 cottagegrovemn.gov Community Development 2026 Legislative Agenda | 13 14 | City of Cottage Grove Community Development Housing Priority Description Diversify the city’s housing stock to ensure it is serving all demographic and socioeconomic communities and recognizing certain barriers to the housing disparity impact to certain members of our community, Cottage Grove supports programs that reduce barriers to fair housing and equal opportunity. Legislative Request Cottage Grove supports a proactive commitment to State programs that allow municipalities to facilitate full-spectrum housing growth and rehabilitate older housing stock for residents in all stages of life. Relevant Information • Cottage Grove supports providing long-term funding for Minnesota Housing that supports local housing efforts that also recognize regional markets, provide flexibility to cities and supports private and public partnerships. • Consider establishment of a program providing support to immediate needs and existing housing stock including matching funds issued on a timeline that is consistent with the local budgeting process. • Cottage Grove supports creation of a sustainable funding source for infrastructure grants to assist in the cost of providing critical infrastructure to provide shovel-ready sites for development. Redevelopment Priority Description Begin implementation of redevelopment plans to reinvigorate a tax base that is not fulfilling its potential. Legislative Request Cottage Grove supports the growth of current programs that help facilitate redevelopment and reinvestment in our residential, commercial, and industrial sectors. Relevant Information • Cottage Grove supports the elimination of the sunset provision of the Historic Tax Credit program given these projects are complex and time consuming. • Cottage Grove supports framework for local zoning and land use authority which allows cities to retain their local decision-making authority for their communities. 15 | City of Cottage Grove Economic Development 2026 Legislative Agenda | 15 Nate Carlson Economic Development Manager NCarlson@cottagegrovemn.gov 651-458-2830 cottagegrovemn.gov 16 | City of Cottage Grove Economic Development Tax Increment Financing (TIF) Preservation Priority Description Preserve and enhance the effectiveness of TIF for development and redevelopment. Legislative Request Cottage Grove supports policies that preserve and enhance the effectiveness of Tax Increment Financing. Cottage Grove advocates for legislation that refines and enhances rather than restricts or reduces the functional parameters of TIF policy. Relevant Information Enhancing and refining TIF policy could become a pathway to encourage green job development and related innovation, for the expansion of transit services for potential transit-oriented projects (TOD) and by maintaining existing municipal authority to establish special service districts. Business Expansion Priority Description Cottage Grove continues to support investments in the MIF and JCF funds to increase capital investment and create good-paying jobs. Legislative Request Cottage Grove supports existing and future state programs to help businesses thrive and expand. Relevant Information Continue to fund sustainable funding programs supporting job creation including the Minnesota Investment Fund (MIF) and Job Creation Funds (JCF) as well as grants for site cleanup and allowing opportunities for communities to develop, create infrastructure, and help businesses expand. Workforce Readiness Priority Description Expand investments in workforce readiness programs. Legislative Request Cottage Grove supports increased funding for the Job Skills Partnership, youth employment programs and other workforce training programs, investments in programs that address the gender wage gap, and a payroll tax credit for job training programs that invest in employees. Relevant Information The City of Cottage Grove will partner with public and private sectors to improve workforce readiness. This includes removing barriers to education, closing racial achievement and employment gaps, addressing the occupational gender gap, and expanding training and job opportunities for people with disabilities. 17 | City of Cottage Grove Economic Development Data Center Development Priority Description Reduce barriers and improve efficiency in data center development project review at the State level. Legislative Request Cottage Grove requests a review of the recently adopted legislation pertaining to data center developments that place additional restrictions on those projects, specifically the review required by the Public Utilities Commission (PUC). Relevant Information Cottage Grove supports data center development across the state of Minnesota. Recent legislation creates additional barriers for developers of data center projects. These new requirements create inefficiencies within the development review process, which reduces Minnesota’s competitiveness to recruit future data center development. 18 | City of Cottage Grove Ryan Burfeind Public Works Director RBurfeind@cottagegrovemn.gov 651-458-2899 cottagegrovemn.gov Transportation 2026 Legislative Agenda | 18 19 | City of Cottage Grove Transportation Cottage Grove Local Bridge Replacement Priority List Priority Description Located in Cottage Grove are two bridges that qualify for State local bridge replacement funds. These include the BNSF rail bridge over 103rd Street, and the Grey Cloud Trail bridge connecting to Lower Grey Cloud Island across Moers Lake on the Mississippi backwaters. On January 7, 2026, the Cottage Grove City Council passed a resolution creating a local bridge replacement priority list, adding them to the MnDOT statewide list. Legislative Request Cottage Grove requests that the legislature continue to support funding for local bridge replacement programs, which is critical in successfully delivering local bridge replacement projects. Relevant Information • The Grey Cloud Trail bridge is eligible for 100% funding, as it is not located on a State-Aid route, and is estimated at $8 million in total project costs. • This is a one-lane bridge built in 1933 and is listed as a fracture-critical bridge. Due to its low freeboard above the Mississippi River, it has been closed due to flooding four times since 2014, severing a critical link to Lower Grey Cloud Island. • The BNSF bridge over 103rd Street is eligible for 50% funding as it is located on a State-Aid route and is estimated at a total project cost of $8 million. This bridge is too narrow, requiring stop signs and a challenging road geometry to pass under it. Additionally, it only has 10’4” of clearance, much lower than the minimum clearance of 14’6” and standard clearance of 16’4”. • Even with enhanced warning signage of the low clearance, this bridge has been struck several times in the last three years. Special Assessment Election Requirements Priority Description In order to issue bonds to finance most local improvement projects, a city must be able to legally collect at least 20 percent of the project costs through special assessments, otherwise the project requires a special election. Legislative Request In order to facilitate the financing of public infrastructure projects, Cottage Grove supports reducing the threshold for requiring voter approval for issuance of improvement bonds under Minn. Stat. 429.091 to 15 percent. This change would provide more flexibility for cities with their construction/ bonding/assessment decisions and may be more likely to survive a challenge while still providing value to the property owner. Relevant Information Continued on page 20. 20 | City of Cottage Grove Transportation Relevant Information • As a legal limit, cities cannot collect special assessments from any property greater than the increase in fair market value bestowed upon that property by the improvement (the “special benefit test”). • On occasion, the increase in property values as a result of the improvement can fail to add up to the 20% threshold necessary to finance projects without requiring a special election. This creates a major financing challenge for cities as they work to complete critical improvement projects. Street Improvement Districts Priority Description Address the limited funding mechanisms for maintaining aging streets. Legislative Request Cottage Grove supports the authority of local units of government to establish street improvement districts, allowing cities in developed and developing areas to fund reconstruction and maintenance. Cottage Grove also supports changes to special assessment laws to make assessing state-owned property a more predictable process regarding the payment of assessments. Relevant Information • Funding sources for local transportation projects are limited to the use of Municipal State Aid, property taxes, and special assessments. • The street improvement district is designed to allow cities to create a district(s) where fees will be raised on all properties in the district and must be spent within specific boundaries. Street Reconstruction Bond Approval Priority Description Under Minnesota law, financing the maintenance of streets can be a challenge for city councils. Minn. Stat. § 475.58 subd. 3b, authorizes a city council, by two-thirds vote, to approve the issuance of bonds to finance street reconstruction or bituminous overlays without voter approval. The two-thirds council approval requirement is further subject to a reverse referendum process whereby a number equal to five percent of those voting in the last municipal general election can petition for a referendum to approve the issuance of the bonds. Legislative Request Street maintenance is one of the essential functions of cities in Minnesota. Cottage Grove supports amending the laws governing issuance of bonds to maintain streets to allow the approval of the bonds by a simple majority of the council. The existing reverse referendum process assures that taxpayers could trigger a referendum on the issuance of bonds if they can meet the five percent petition threshold. Relevant Information Continued on page 21. 21 | City of Cottage Grove Transportation Relevant Information With limited State Aid funding, and few other practical options for local roadways, bonding is a necessary financing mechanism for cities to complete street projects. Road and Bridge Funding Priority Description Cottage Grove supports the use of dedicated taxes and fees to fund transportation infrastructure. Legislative Request Cottage Grove supports state funding to assist cities overburdened by cost participation responsibilities from improvement projects on state or county highways. Relevant Information • Cities lack adequate tools and resources for the maintenance and improvement of municipal street systems, with resources restricted to property taxes and special assessments. It is imperative that alternative revenue-generating authority be granted to municipalities and that state resources be made available for this purpose to aid local communities and relieve the burden on the property tax system. • Municipal State Aid Funding provides an important but limited revenue source that assists eligible cities with street infrastructure needs and is limited to 20% of a city’s street system. 22 | City of Cottage Grove Water Quality and Sustainability 2026 Legislative Agenda | 22 Ryan Burfeind Public Works Director RBurfeind@cottagegrovemn.gov 651-458-2899 cottagegrovemn.gov 23 | City of Cottage Grove Water Quality and Sustainability Water Supply Priority Description Municipal water suppliers are charged with meeting the water supply needs of their communities and work to do so with safe, reliable, and cost-effective systems that are sustainable both for established cities and for all future growth. Water suppliers continue to make significant investments to modernize their systems and put a strong emphasis on water conservation. Legislative Request Cottage Grove supports legislation promoting aquifer recharge, change in water use practices, development of minimum irrigation standards, applying technology for smart water use, additional scientific data collection and exploring water reuse options at contaminated sites that rely on water extraction or pollution containment, and the removal of barriers to wastewater and stormwater reuse and advocates for improved inter-agency coordination on all levels, including on the state level. Relevant Information • Regulation of water is complex with multiple agencies having jurisdiction. In many cases, multiple agencies have responsibility for permitting with conflicting requirements. This creates challenges for water suppliers and requires greater inter-agency coordination to address. • Cottage Grove supports and values initiatives aimed at protecting water resources at the municipal, county, state, and federal levels, which includes the Clean Water Act. Private Well Drilling Restriction Authority Priority Description Continue to allow local control over private well drilling in municipal utility service boundaries. Legislative Request Cottage Grove supports current law that authorizes cities to regulate and prohibit the placement of private wells within municipal utility service boundaries and opposes any attempt to remove or alter that authority. Cottage Grove supports funding that can be used to seal private wells. Relevant Information Municipal water suppliers follow strict requirements related to testing and water quality, ensuring safe and compliant drinking water for all users. Abandoned wells pose a serious risk to groundwater aquifers, however the cost of sealing those wells continues to increase each year. Ongoing funding to assist in sealing private wells is critical to protect this precious resource. 24 | City of Cottage Grove Brenda Malinowski Finance Director BMalinowski@cottagegrovemn.gov 651-458-2832 cottagegrovemn.gov Finance 2026 Legislative Agenda | 24 25 | City of Cottage Grove Finance State Aids Priority Description A functional state and local fiscal relationship must emphasize adequacy, equitability, sustainability, and accountability for public resources and communication among the state, cities, and public. Legislative Request A functional partnership also emphasizes collaboration and partnership between the state and local units of government. City services are traditionally funded through property taxes, fees, and state aids. Increasingly, cities are bearing more costs for services that have historically been the responsibility of the state. Relevant Information • Aids such as Police or Fire aid should not be diverted to balance state budgets. • Adequate state funding to cities to address mandates enacted by the state, and flexibility for local governments in implementing state mandates to minimize local costs. Reinstatement of the cannabis and aid enacted when adult-use cannabis was legalized in 2023 but repealed in 2025 should be reenacted to assist cities with costs associated with local implementation of the new law. Restrictions on Local Government Budgets Priority Description Maintain city autonomy in deciding the appropriate level of local taxation and services. Legislative Request Cottage Grove strongly opposes levy limits, reverse referenda, supermajority requirements for levy and valuation freezes, or other restrictions on local government budgeting and taxing processes. Relevant Information These types of restrictions undermine local budgeting and taxing processes, planned growth and the relationship between locally elected officials and their residents. Sales Tax on Local Government Purchases Priority Description Secure sales tax exemption for purchases of goods and services made by cities. Legislative Request Continued on page 26. 26 | City of Cottage Grove Finance Legislative Request The local government sales tax exemption enacted in 2013 and expanded in 2014 does not apply to all city purchases. Some purchases for municipal enterprise operations, such as golf courses, are excluded from the exemption. In addition, in order to receive the sales tax exemption on construction materials under current law, cities must bid labor and materials separately and also designate a contractor to be a purchasing agent on behalf of the city. Relevant Information The existing Department of Revenue rules (Minn. Rule 8130.1200, subp. 3) are complex and the implementation can be so complicated that it can cost cities more money to implement than they will save on the tax exemption. Finally, although cities currently do not pay the motor vehicle sales tax on marked police vehicles or firefighting vehicles, other city vehicles are not exempt from the motor vehicle sales tax. • The exemption should apply to all purchases made by local units of government. • The process to receive the exemption for construction materials used in local government projects should be simplified or added to the refund process now available for local government public safety facilities. • The exemption should be extended to all local government purchases that would otherwise be subject to the motor vehicle sales tax in Minn. Stat. ch. 297B. 27 | City of Cottage Grove Pete Koerner Public Safety Director PKoerner@cottagegrovemn.gov 651-458-6003 cottagegrovemn.gov Public Safety 2026 Legislative Agenda | 27 28 | City of Cottage Grove Public Safety Single-Way-Out (Single Stairway) in Apartments Priority Description Oppose single-way-out (single stairway) in apartments. Legislative Request Cottage Grove opposes the single-way-out (single stairways) in apartments amendment to the Minnesota State Building Code. The Minnesota Department of Labor and Industry’s Code Advisory Council has approved single-way-out in apartments up to four stories. The Minnesota Legislature implemented a working group to study the issue due to safety concerns. Relevant Information Fire staffing throughout Minnesota and especially in Metro suburbs does not provide adequate response to allow single-way out stairwells in apartment buildings. If a fire obstructs one of the stairwells, residents’ only exit will be a window as high as four stories. Firefighters must operate in the same stairwell as the evacuating residents which may expose victims to lethal heat and smoke. The single-way-out amendments focus on affordable housing options however affordable housing residents are at a higher risk to experience fires and fire-related injuries and death. E-Bikes Priority Description Promote safety of riders, pedestrians, and motorists on our trails, sidewalks, and streets. Legislative Request Cottage Grove supports legislation that clearly defines the various mobility options and establishes statutory guidelines for e-bikes, scooters, and mobility devices. Relevant Information This legislation would clearly define and classify the various types of mobility options, thereby reducing ambiguity in the current traffic code. It should apply age and helmet requirements, speed limits, permitted and prohibited areas for riding, and general rules of operation. The legislation should be enforceable and include an aspect of public awareness/education. E-bikes, scooters, and mobility devices have changed the way we move throughout our communities. As their popularity grows, so do the safety concerns. Legislation should promote public awareness and safety for everyone on our trails, sidewalks, and streets. K-12 Threat Assessments Priority Description Support mandated K-12 threat assessment teams. Legislative Request Continued on page 29. 29 | City of Cottage Grove Public Safety Legislative Request Cottage Grove supports legislation requiring school districts to establish a team of trained subject- matter experts to examine and address school safety issues based on the national best practice known as behavioral threat assessment. Relevant Information This legislation would move our state beyond physical school safety measures, such as infrastructure improvement grants, passed by the Legislature in 2018. Threat assessment is an evidence-based way to identify, assess and manage threatening situations. Threat assessment, when properly done, is considered a standard-of-care/best practice by numerous organizations and advocacy groups including the U.S. Department of Education, National Association of School Psychologists and the Federal Bureau of Investigation. K-12 threat assessment teams and legislation have been officially supported by the MN Chiefs of Police Association. Mental Health Response Act Priority Description Fund multi-jurisdictional co-responder programs. Legislative Request Cottage Grove supports legislation to fund multi-jurisdictional co-responder programs or embedded social workers. Additionally, Cottage Grove supports making changes to current policy and practices to better share information amongst first responders, medical professionals and human services representatives. Relevant Information The goal is to improve the response to, and outcomes of, mental health calls with request for service. Officer Wellness Priority Description Understand and deal with the effects of common stressors facing our law enforcement professionals. Legislative Request Cottage Grove supports legislation to provide a permanent funding source for the Public Safety Duty Disability Law that passed in 2023. It is critical to find a way to fund the treatment for mental health injuries as well as continuing to expand the network of providers who are training to do this vitally important work. Relevant Information This would fund support groups, mental health checks and therapy, suicide prevention, awareness, and family support. 30 | City of Cottage Grove Public Safety Recruitment and Retention Needs Priority Description Support funding for statewide recruitment and retention efforts. Legislative Request Cottage Grove supports a multi-faceted approach with recruitment and retention efforts including grants for retention bonuses and scholarship opportunities. Relevant Information Agencies across our state are having difficulty recruiting and retaining officers for a variety of reasons. The Minnesota Chiefs of Police Association (MCPA) supports a multi-faceted approach to helping agencies of all sizes recruit and retain officers. This should include, but is not limited to, a grant program for bonuses, bringing back part-time officer licensure for small agencies and scholarship programs with our higher education partners. Any funding for this use should reflect different needs for small, medium and large agencies alike. Law Enforcement Training Funding Priority Description Continue to fund training mandated by the MN Police Officer Standards and Training Board (MN POST Board). Legislative Request Cottage Grove supports continuing the MN POST Board training reimbursement allocation to local agencies, which began in 2018. Relevant Information The Peace Officer Training Fund is for mandated training in the areas of recognizing and valuing diversity and cultural differences, conflict management and mediation, crisis intervention and mental illness crises. The Philando Castile Training Fund is used to fund mandated training in the areas of recognizing and valuing diversity and cultural differences, conflict management and mediation, crisis intervention, and mental illness crises. $1.1 million was cut from the Philando Castile Training Fund in 2025. Additionally, the $3 million of base funding for Law Enforcement training has been cut after the current biennium. Fleeing Vehicles Priority Description Increased penalties for fleeing in a motor vehicle and modification of tracking devices used on fleeing vehicles. Legislative Request Continued on page 31. 31 | City of Cottage Grove Public Safety Legislative Request Cottage Grove supports legislation to stiffen penalties for fleeing in a motor vehicle and modify the law governing the use of tracking devices on fleeing vehicles. Relevant Information Fleeing is becoming a significant concern in law enforcement. The number of offenders that now flee has gone up exponentially. Offenders understand that the majority of the time police officers won’t chase them because the risk is not worth it. Current consequences for those who are caught do not reflect the severe risk they pose to the community and law enforcement. Officers and organizations continue to battle the decision to pursue fleeing vehicles. Auto Theft and Violent Crime Investigation Funding Priority Description Provide funding for auto theft investigations, prevention programs and technology. Legislative Request Provide clear direction for funding added to the BCA’s annual budget to establish and staff a multijurisdictional team of peace officers focused on auto theft investigation and prevention, including funding for equipment, technology, and prosecution efforts related to stolen vehicles. Relevant Information With the growing number of auto thefts and a staggering increase in the number of violent crimes committed in possession of a stolen vehicle, the legislature should include technology funding such as Flock Safety cameras as a means to reduce crimes and provide reliable evidence to solving crimes. Permit to Purchase Fees Priority Description Allow agencies to charge a reasonable fee for processing a permit to purchase. Legislative Request Cottage Grove supports allowing local municipal police departments to charge a reasonable fee for processing a permit to purchase application. Relevant Information Currently, Minnesota Statute § 624.7131 Subd 3. states there shall be no charge for forms, reports, investigations, notifications, waivers or any other act performed, or materials provided by a government employee or agency in connection with application for or issuance of a transferee permit. The permits and their renewal shall be granted free of charge. 32 | City of Cottage Grove Public Safety Body-Worn Camera Redaction Priority Description Support reducing body-worn camera redaction requirements in areas visible to the public. Legislative Request Cottage Grove supports changing current law to allow for greater discretion by the Chief Law Enforcement Officer (CLEO) or their designee to release data without redaction in instances where any member of the public may record the same footage with their own device. Relevant Information Current law allows for CLEOs to release data to dispel rumors or other information, but we cannot do so without complying with redaction. This will allow the public more transparency, especially in certain high-profile cases. Paid Health Insurance for Law Enforcement Retirees Priority Description Support paid health insurance for law enforcement retirees. Legislative Request Cottage Grove supports a legislative appropriation that would provide paid health care for licensed police officers who retire at 55 years old and have 10 years of consecutive service with a Minnesota city, county or tribal government. Relevant Information To help in addressing the recruitment and retention challenges, at age 55 or any time thereafter, each month the employer shall pay the full employer contribution toward health and dental insurance coverage for employees who have 10 years of service or more. It shall also cover the employees’ dependents until the employee reaches age 65. The employer shall be reimbursed from the State of Minnesota for these costs. 1 City Council Action Request 7.F. Meeting Date 2/4/2026 Department Public Safety Agenda Category Action Item Title USPCA Reunite K9 COP Grant Acceptance Staff Recommendation Accept and approve the grant award in the amount of $7,500.00 from the United States Police Canine Association. Budget Implication N/A Attachments 1. Grant Award USPCA Reunite K9 Council Acceptance 01272026 To: Honorable Mayor and City Council From: Peter J Koerner, Director of Public Safety Date: January 27, 2026 Subject: USPCA REUNITE K9 COP GRANT ACCEPTANCE $7,500.00 Introduction Recommendation 1 City Council Action Request 7.G. Meeting Date 2/4/2026 Department Public Safety Agenda Category Action Item Title Authorize the Order of Replacement Ambulance Staff Recommendation Authorize the purchase of a Ford E-450 Road Rescue Ultramedic from Everest Emergency Vehicles with an estimated cost of $299,627.00 and an estimated delivery of January 2027. Budget Implication In preliminary but further discussion in budget process. Attachments 1. MEMO - AUTHORIZE THE ORDER OF REPLACEMENT AMBULANCE 01272026 2. Equipment Estimate To: Honorable Mayor and City Council From: Peter J Koerner, Director of Public Safety Nick Arrigoni, Deputy Fire Chief Date: January 27, 2026 Subject: AUTHORIZE THE ORDER OF REPLACEMENT AMBULANCE Introduction and Background Apparatus Vehicle Year Replacement Year Medic 1 - Dodge 2021 2029 Medic 2 - Ford 2018 2027 Medic 3 - Ford 2025 2032 Recommendation IN STORE PICKUP 01 - ST. PAUL, MN 01/29/2026 16:48:03 (O) 1 01 COTTA001 6514582850 Q00718 COTTAGE GROVE, CITY OF PENDING 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE MN 55016 9024094 BOB HARRIS 301 Description ** Q U O T E ** EXPIRY DATE: 05/08/2026 Amount NEW 2027 FORD E-450 ROAD RESCUE ULTRAMEDIC 299627.00 ------------------------------------------------------------ VEHICLE COST - $293127.00 FORD GPC - ($1300.00) DISCOUNT DELIVERY - $2800.00 INTERNAL COST - $5000.00 NEW TRUCK TOTAL - $299627.00 ************************************************************ NOTE: CHASSIS PRICING AND MODEL YEAR IS CURRENT AT TIME OF ORDER BUT COULD BE SUBJECT TO CHANGE FROM FORD MOTOR COMPANY AT A LATER DATE, FORD MOTOR COMPANY PRICING IS NOT PROTECTED. Sale # 01 Subtotal: 299627.00 Total: 299627.00 Subtotal: 299627.00 Authorization: _________________________ Quote Total: 299627.00 1 City Council Action Request 7.H. Meeting Date 2/4/2026 Department Parks and Recreation Agenda Category Action Item Title Washington County SHIP Grant Staff Recommendation Authorize the Statewide Health Improvement Partnerships grant agreement for $3,700 to be used for expansion of the existing Meadowgrass Park Community Garden. Budget Implication Grant’s in-kind match requirement of 10% with staff time through the installation of additional irrigation, fencing, and individual garden plots. Attachments 1. Council Memo-Washington County SHIP Grant 2. City of Cottage Grove - SHIP Agreement To: From: Date: Subject: Introduction Background Staff Recommendation Washington County AND City of Cottage Grove This contract is made and entered into by and between Washington County, hereinafter referred to as "County", and the City of Cottage Grove located at 8020 80th St So, Cottage Grove, MN 55016, hereinafter referred to as the "Consultant/Contractor". I.TERM OF CONTRACT The term of this contract shall be from final signature to August 31, 2026, unless earlier terminated as provided herein. II.SCOPE OF SERVICES Contractor shall address the Healthy Eating strategy covered under the Statewide Health Improvement Partnership (SHIP) grant for Washington County by the Minnesota Department of Health (MDH) funding as well as perform the duties set forth in this agreement and in Attachment A at a cost set forth in Attachment A which is hereby incorporated into this contract. Contractor will update current garden plots at Meadow Grass Park. In addition, the Contractor will: •Submit regular invoices to the County for payment of services rendered. •Act in a fiscally responsible manner, including following standard accounting procedures, charging only for the activities stated in this agreement, spending funds responsibly, properly accounting for how the funds are spent, maintaining financial records to support expenditures billed to the contracting and meeting audit requirements. •Comply with communications approval processes outlined in the communications guidance and materials document. •Allow the County, MDH, and others to use any products or materials produced with contracted funds. •Assist the County with data collection in order to complete and submit required reports, if necessary. •Assist the County by providing grant summary or other requested information requested for incorporation into state level reports, if requested. •Work collaboratively with the County to determine a regular communication schedule for questions and progress reports. •Work with the County on approval for any work plan or budget changes. III.COST: Cost will not exceed $3,700.00 IV.INDEPENDENT CONTRACTOR. It will be agreed that nothing within the contract is intended or should be construed in any manner as creating or establishing the relationship of co-partners between the parties or as constituting the Contractor as the agent, representative, or employee of the County or Public Health & Environment for any purpose or in any manner whatsoever. The Contractor is to be and shall remain an independent Contractor with respect to all services performed under this agreement. The Contractor will secure, at its own expense, all personnel required in performing services under the agreement. Any and all personnel of the Contractor or other persons, while engaged in the performance of any work or services required by the Contractor under this agreement shall have no contractual relationship with the County or Public Health & Environment and shall not be considered employees of the County or Public Health & Environment. V. STANDARDS. The Contractor shall comply with all applicable Federal law, State statutes, Federal and State regulations, and local ordinances now in effect or hereafter adopted. Failure to meet the requirements of the above shall be a substantial breach of the agreement and will be cause for cancellation of this contract. VI. POSSESSION OF FIREARMS ON COUNTY PREMISES. Unless specifically required by the terms of this Contract or the person it is subject to an exception provided by 18 USC§ 926B or 926C (LEOSA) no provider of services pursuant to this Contract or subcontractors shall carry or possess a firearm on County premises or while acting on behalf of Washington County pursuant to the terms of this Contract. Violation of this provision is grounds for immediate suspension or termination of this Contract. VII. SUBCONTRACTING AND ASSIGNMENT. The contractor shall not enter into any subcontract for performance of any services contemplated under this agreement nor novate or assign any interest in the agreement without the prior written approval of the county. Any assignment or novation may be made subject to such conditions and provisions as the county may impose. If the contractor subcontracts the obligations under this agreement, the contractor shall be responsible for the performance of all obligations by the subcontractors. VIII. INDEMNIFICATION. The Contractor agrees it will defend, indemnify and hold harmless the County, its officers and employees against any and all liability, loss, costs, damages, and expenses which the County, its officers, or employees may hereafter sustain, incur, or be required to pay arising out of the negligent or willful acts or omissions of the Contractor/Consultant in the performance of this agreement. IX. INSURANCE REQUIREMENTS. The Contractor agrees that in order to protect itself, as well as the County, under the indemnity provisions set forth above, it will at all times during the term of this Agreement, keep in force the following insurance protection in the limits specified: 1. Commercial General Liability with Contractual liability coverage in the amount of $1,500,000 per occurrence with a $3,000,000 aggregate. An excess or umbrella liability policy may be used in conjunction with primary coverage limits to meet the minimum limit requirements. 2. Automobile coverage in the amount of $1,500,000 on a combined single limit basis and include hired and non-owned. 3. Worker’s Compensation in statutory amount (if applicable) of bodily injury by accident in the amount of $500,000 each accident, bodily injury by disease in the amount of $500,000 each employee, and bodily injury by disease in the amount of $500,000 policy limit. Washington County shall be listed as additional insured as it relates to Commercial General Liability and Automobile Liability. Prior to the effective date of this Contract, the Contractor will furnish the County with a current and valid proof of insurance certificate indicating insurance coverage in the amounts required by this Contract. This certificate of insurance shall be on file with the County throughout the term of the Contract. As a condition subsequent to this Contract, Contractor shall ensure that the certificate of insurance provided to the County will at all times be current. The parties agree that failure by the Contractor to maintain a current certificate of insurance with the County shall be a substantial breach of the Contract and payments on the Contract shall be withheld by the County until a certificate of insurance showing current insurance coverage in amounts required by the Contract is provided to the County. Any policy obtained and maintained under this clause shall provide that it shall not be cancelled, materially changed, or not renewed without thirty days’ notice thereof to the County. Any policy obtained and maintained under this clause shall provide that it shall not be cancelled, materially changed, or not renewed without thirty days notice thereof to the County. X. AUDITS, REPORTS, RECORDS AND MONITORING PROCEDURES/RECORDS AVAILABILITY & RETENTION. Pursuant to Minn. Stat. section 16C.05 subd. 5, the Contractor/Consultant will: A. Maintain records which reflect all revenues, costs incurred and services provided in the performance of this Agreement. B. Agree that the County, the State Auditor, or legislative authority, or any of their duly authorized representatives at any time during normal business hours, and as often as they may deem reasonably necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., and accounting procedures and practices and involve transactions relating to this agreement. The Contractor agrees to maintain and make available these records for a period of six (6) years from the date of the termination of this agreement. XI. DATA PRACTICES. All data collected, created, received, maintained, or disseminated for any purpose by the activities of the contractor, because of this agreement shall be governed by the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13 (Act), as amended and the Rules implementing the Act now in force or as amended. The contractor is subject to the requirements of the Act and Rules and must comply with those requirements as if it is a governmental entity. The remedies contained in section 13.08 of the Act shall apply to the contractor. XII. NONDISCRIMINATION The Contractor agrees to comply with the nondiscrimination provision set forth in Minnesota Statute 181.59. The Contractors failure to comply with section 181.59 may result in cancellation or termination of the agreement, and all money due or to become due under the contract may be forfeited for a second or any subsequent violation of the terms or conditions of this contract. XIII. SUBCONTRACTOR PROMPT PAYMENT. Pursuant to Minnesota Statute §471.425 subd. 4a., contractor shall pay any subcontractors within 10 days of the contractor’s receipt of payment from the county for undisputed services provided by the subcontractor. The contractor shall pay interest of 1½ percent per month, or any part of a month, to the subcontractor on any disputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the prime contractor shall pay the actual penalty due to the subcontractor. The subcontractor shall have third party rights under this agreement to enforce this provision. XIV. JURISDICTION & VENUE. This contract, amendments and supplements thereto, shall be governed by the laws of the State of Minnesota. All actions brought under this agreement shall be brought exclusively in Minnesota State Courts of competent jurisdiction with venue in Washington County. XV. TERMINATION The County may cancel this agreement at any time upon giving fifteen (15) days written notice sent to the Consultant at the address above. XVI. MERGER It is understood and agreed that the entire agreement of the parties is contained here and that this contract supersedes all oral agreements and negotiations between the parties relating to this subject matter. All items referred to in this contract are incorporated or attached and deemed to be part of the contract. XVII. CONTRACTOR DEBARMENT, SUSPENSION AND RESPONSIBILITY CERTIFICATION Federal Regulation 45 CFR 92.35 prohibits the County from purchasing goods or services with federal money from vendors who have been suspended or debarred by the federal government. Similarly, Minnesota Statutes, Section 16C.03, subdivision 2, provides the Commissioner of Administration with the authority to debar and suspend vendors who seek to Contract with the County. Contractors may be suspended or debarred when it is determined through a duly authorized hearing process, that they have abused the public trust in a serious manner. By signing this Contract, the Contractor certifies that it and its principals* and employees: A. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from transacting business by or with any federal, state, or local governmental department or agency; and B. Have not within a three year-period preceding this Contract: 1) been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain or performing a public (federal, state, or local government) transaction or Contract, 2) violated any federal or state antitrust statutes, or 3) committed embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements or receiving stolen property; and are not presently indicted or otherwise criminally or civilly charged by a governmental entity for: a. commission of fraud or a criminal offense in connection with obtaining, attempting to obtain or performing a public (federal, state, or local government) transaction, b. violating any federal or state antitrust statutes, or c. committing embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements or receiving stolen property; and C. Are not aware of any information and possess no knowledge that any subcontractor(s), that will perform work pursuant to this Contract, are in violation of any of the certifications set forth above; and D. Shall immediately give written notice to the Contract manager should the Contractor come under investigation for allegations of fraud or a criminal offense in connection with obtaining or performing a public (federal, state, or local government) transaction, violating any federal or state antitrust statute, or committing embezzlement, theft, forgery, bribery, falsification of records, making false statements, or receiving stolen property. *Principals, for the purpose of this certification, means officers, directors, owners, partners, and persons having primary management or supervisory responsibilities within a business entity (e.g., general manager, plant manager, head of subsidiary division or business segment, and similar positions). XVIII. CONFLICT OF INTEREST Contractor affirms that, to the best of its knowledge, this Contract does not present a conflict of interest with any party or entity, which may be affected by the terms of this Contract. The Contractor agrees that, should any conflict or potential conflict of interest become known, it will immediately notify the County of the conflict or potential conflict, and will advise the County whether it will or will not resign from the other engagement or representation. Unless waived by the County, a conflict or potential conflict may, in the County's discretion, be cause for cancellation or termination of this Contract. XIX. MODIFICATION Any material alteration, modification, or variation shall be reduced to writing as an amendment and signed by the parties. Any alterations, modifications, or variations deemed not to be material by agreement of the County and the Consultant shall not require written approval. IN WITNESS WHEREOF, the County and Contractor have executed this agreement as of the date written below. City of Cottage Grove By Signature Name & Title (please print) Date Washington County By Signature David Brummel, Director Name & Title Date Approved as to Form: Assistant Washington County Attorney Updated 11/2025 Project Description Project Description Parks and Recreation staff have been working with local volunteer groups for multiple years on a successful community garden program for residents. Often reaching participant capacity within days of opening, the demand for fresh, affordable food is a continuously growing need in the community. Expansion of the existing community garden plots would provide more residents with affordable food access and greatly increase community engagement among a larger population of participants. Community gardens are inherently inclusive because they provide a shared space where people of all ages, backgrounds, and physical abilities can connect over a common goal. By offering accessible plots open to all residents and scholarship opportunities, these gardens break down economic and social barriers, ensuring that everyone can grow their own food. To ensure everyone can participate it’s important that we continue to partner with local gardeners, the county and city resources to provide translated materials and additional time to register for non- native speakers. These collaborations bridge communication gaps, making gardening instructions and community notifications accessible to residents of all linguistic backgrounds. Our current garden at Meadow Grass Park has 40 plots that are 10’x22’ in size. We are hoping to expand the garden by another 31 plots: bringing our total plots to 71. For the last two years, we have filled our current plots within hours of opening registration; showing us the demand for additional plots in Cottage Grove. The expansion of the Community Garden would include: 31 plots, expanding irrigation to serve those plots and fencing around the new areas. Washington County Public Health & Environment Action Plan Contact Information Organization: City of Cottage Grove Primary Contact Name: Molly Pietruszewski Business Agent: Zac Dockter Address: 8020 80th St So, Cottage Grove, MN 55016 Address: 8020 80th St So, Cottage Grove, MN 55016 E-mail: mpietruszewski@cottagegrovemn.gov E-mail: zdockter@cottagegrovemn.gov Phone: 651-458-3404 Phone: 651-458-2847 Date: 12/18/2025 Updated 11/2025 How will you sustain the project beyond this funding? Action Plan Specific Activity Activities that will lead to expected outcomes. Expected Outcome(s) What are the expected results or outcomes for the specific activities listed on the left? Be specific, measurable, achievable, relevant, time bound, inclusive, and equitable. Evaluation Plan Simple metrics or feedback that will help you to determine if the activity is successful at meeting expected outcomes. Budget for each item Fence Provide a secure place to grow vegetables and keep the rabbits and small pests away from produce. We have been successful using rabbit guard galvanized fence along with wire fence and plan to use the same process. $2800 Irrigation Provide a source of water for gardeners to use on their plots. Current garden has 6 spigots for the 40 sites. The expansion plan includes 6 more spigots for the additional 31 plots. $600 Tools There is a secure storage site on site to house tools and items gardeners may need. Providing additional tools for usage by gardeners. $300 Total amount requested $3700 The Meadow Grass Community Garden is managed by the City of Cottage Grove Parks and Recreation Department. • Parks Division: general maintenance, irrigations services, annual tilling, end of season compost assistance. • Recreation Division: registrations, hosts the website with complete details for users, serves as a liaison to local volunteers and funding. • Garden Volunteers: communication to gardeners, onsite assistance as needed, opening night planning, assistance with guidelines and rules, and managing plots on site. Updated 11/2025 Questions can be sent to your Washington County Public Health and Environment contact. In-Kind Contributions In-kind Description (i.e. partner staff time, supplies, equipment, etc.) Amount (10% required) City of Cottage Grove in-kind staff time, labor and resources for administration of project development, plot registration, and land management. Estimated minimum of 30 hours at $75 per hour and $5,000 minimum land value. $7250 1 City Council Action Request 7.I. Meeting Date 2/4/2026 Department Parks and Recreation Agenda Category Action Item Title LCCMR Grant for Mississippi Dunes Park Staff Recommendation Authorize staff to apply for the Minnesota LCCMR grant for funding to assist in the completion of the Mississippi Dunes Master Plan. Budget Implication Cash or in-kind match of 25% of the total cost to complete the project or project phase. Attachments 1. Council Memo_LCCMR Grant To: From: Date: Subject: Introduction/Background Budget Implications Staff Recommendation 1 City Council Action Request 7.J. Meeting Date 2/4/2026 Department Administration Agenda Category Action Item Title FEMA - Assistance to Firefighter Grant Staff Recommendation Authorize the Fire Department to apply for a FY25 FEMA Assistance to Firefighter Grant in the amount of $380,585. Budget Implication $34,599 in kind match — Fire Department Budget Attachments 1. Memo - Assistance to Firefighters Grant Application Authorization To: Honorable Mayor and City Council From: Peter J Koerner, Director of Public Safety Jon Pritchard, Deputy Director of Public Safety - Fire Chief Date: January 28, 2026 Subject: ASSISTANCE TO FIREFIGHTERS GRANT APPLICATION AUTHORIZATION Introduction and Background Recommendation 1 City Council Action Request 7.K. Meeting Date 2/4/2026 Department Parks and Recreation Agenda Category Action Item Title Ice Arena Remodel Plans & Specification Agreement Staff Recommendation Authorize service agreement with Oertel Architects for Ice Arena Remodeling Project final design services. Budget Implication The cost for architectural services is $189,010, from Ice Arena Capital Funds. Attachments 1. Memo-Ice Arena Remodel Plans and Specs 2. Service Agreement - Ice Arena Remodel Design_Executed To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Cc: Zac Dockter, Parks and Recreation Director Jordan Hirman, Recreation Facilities Manager Date: January 13, 2026 Subject: Ice Arena Remodel Plans and Specification Agreement Introduction In 2025, City Council authorized development of concept designs for remodeling of the ice arena. The concept design was prepared by Oertel Architects and reviewed by Council at its’ workshop on 10/1/25. The next step in the process is to order plans and specifications. Background The Ice Arena conceptual design was thoroughly reviewed by the project team, stakeholder groups and City Council. The remodel intends to address the following facility goals: 1. Overall renovation of design aesthetics; particularly in high traffic spaces such as entry and concession area. 2. Improve traffic flow from front entry through concession space. 3. Full office remodel to add work units and improve working environment. 4. Add climate-controlled viewing gallery to south rink that connects to concession stand. 5. Add exterior mezzanine in CG Logistics Rink for additional viewing space. 6. Improve and remodel the storage spaces to improve capacity and logistics. Oertel Architects submitted a proposal for final design services. The scope of services includes: 1. Design Development 2. Development of Construction Documents 3. Project Cost Estimating 4. Bidding, Contract and Construction Administration Exhibit A within the service agreement details the work, specialties and deliverables from each service scope listed above. The cost for architectural services is $189,010. Should the project not be awarded for construction, the contract and construction administration costs would not be payable. If approved by Council, the project timeline is as follows: February, 2026 Finalize architectural and construction management agreements March – October, 2026 Plan development November/December, 2026 Council approval of plans/specs and bidding January, 2027 Bidding and material procurement March, 2027 Construction begins August, 2027 Construction complete Staff Recommendation Authorize service agreement with Oertel Architects for Ice Arena Remodeling Project final design services. 1 AGREEMENT FOR PROFESSIONAL SERVICES Ice Arena Remodel Project THIS AGREEMENT (“Agreement”) is made and executed this 4th day of February, 2026, by and between the City of Cottage Grove, 12800 Ravine Parkway, Cottage Grove, Minnesota 55016, (“City”) and Oertel Architects, 1795 St. Clair Avenue, St. Paul, MN 55105 (“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 performing certain professional Services (“Services”), as defined in the following documents: i. A proposal dated December 31, 2025, incorporated herein as Exhibit A; ii. Ice Arena Remodel Conceptual Designs, incorporated herein as Exhibit B. (Hereinafter “Exhibits.”) Where terms and conditions of this Agreement and those terms and conditions included in the Exhibits specifically conflict, the terms of this Agreement shall apply. b. Consultant covenants and agrees to provide Services to the satisfaction of the City in a timely fashion, as set forth in the Exhibits, subject to Section 7 of this Agreement. 2. PAYMENT. a. City agrees to pay and Consultant agrees to receive and accept payment for Services as set forth in the Exhibits. 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. 2 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 is identified in the Exhibits. This Agreement may be extended upon the written mutual consent of the parties for such additional period as they deem appropriate, and upon the same terms and conditions as herein stated. 4. TERMINATION. a. Termination by Either Party. This Agreement may be terminated by either party upon 30 days’ written notice delivered to the other party to the addresses listed in Section 13 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 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, unless specifically provided for in the Exhibits. The Consultant shall pay any subcontractor involved in the performance of this Agreement within the 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 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 3 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 Zac Dockter, Parks and Recreation Director, to act as the City’s representative with respect to the Services to be performed under this Agreement. He or 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 Andrew Cooper, Principal to be the primary contact for the City in the performance of the Services. They 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 these 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. 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 $2,000,000 for any number of claims arising out of a single occurrence. c. Workers’ Compensation Insurance in accordance with statutory requirements. d. Automobile Liability Insurance, with a combined single limit of $1,000,000 for each person and $1,000,000 for each accident. Consultant shall furnish the City with certificates of insurance, which shall include a provision that such insurance shall not be canceled without written notice to the City. The City shall be named as an additional insured on the General Liability Insurance policy. 4 12. 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. 13. NOTICES. Notices shall be communicated to the following addresses: If to City: City of Cottage Grove 12800 Ravine Parkway Cottage Grove, MN 55016 Attention: City Administrator Or e-mailed: If to Consultant: Oertel Architects 1795 St. Clair Avenue St. Paul, MN 55105 Attn: Andrew Cooper, Principal Or emailed: 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. GENERAL PROVISIONS. a. Assignment. This Agreement is not assignable without the mutual written agreement of the parties. 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. Amendments. Any modification or amendment to this Agreement shall require a written agreement signed by both parties. 5 e.Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. f.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. g.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. CITY OF COTTAGE GROVE By: Myron Bailey, Mayor By: Tamara Anderson, City Clerk 6 CONSULTANT By: Its: Date: President - Oertel Architects, Ltd. January 21, 2026 FEE PROPOSAL FOR: City of Cottage Grove Ice Arena Entry and Lobby User Experience Remodel Final Design December 31, 2025 Submitted by: Oertel Architects, Ltd. Andrew Cooper, AIA - President 1795 Saint Clair Avenue Saint Paul, MN 55105 (651) 587-0388 acooper@oertelarchitects.com EXHIBIT A Final Design Stage Project Management and Administration Overall Project Kick-Off Concept Confirmation Facility Measure and Scan Progress Meetings Facility Tours Schematic Design - 30% Total Design Completion [4-6 weeks] Design Team, CM and Owner Phase Kick-Off Design Package Development [All disciplines] SD Cost Estimate with Construction Manager] Council Update Design Development - 60% Total Design Completion [7-9 weeks] Design Package Development [All disciplines] DD Cost Estimate with Construction Manager Design Package Quality Management and Assurance Design Package Initial Submittals and Approvals Construction Documents - 100% Total Design Completion [7-9 weeks] Design Team, CM and Owner Phase Kick-Off Design Package Development [All disciplines] Final Cost Estimate with Construction Manager Design Package Quality Management and Assurance Design Package Initial Submittals and Approvals Bidding and Procurement [4-6 Weeks] Construction Contract Administration [24-32 Weeks] Work Plan Deliverables and Inclusions Schematic Design - 30% Total Design Completion 30% Design Package -Building Drawing Confirmation: Demolition and Reconstruction Floor Plans, Interior Elevations,Updated Rendering Package -Material Pallet Confirmation Updated Cost Estimate with Construction Manager Design Development - 60% Total Design Completion 60% Design Package Updated Cost Estimate with Construction Manager Outline Specifications and updated design narrative Council Update and Public Outreach Materials Construction Documents - 100% Total Design Completion 100% Design Package Full Drawing Set - Demolition Package Full Drawing Set - Renovation and Finish Package Project Manual of Specifications Final Render Package Bidding and Procurement Construction Contract Administration Consultant Team Building - Structural, Mechanical & Electrical Engineering: Paulson and Clark Engineering Paulson and Clark Engineering [PAC] is one of Oertel's longest standing design partners on Public Works Facilities. Their team has worked on dozens of projects with Oertel since our firms inception 30 years ago. PAC is a multi-disciplinary firm, that has experience in a multitude of project types. For Cottage Grove Ice Arena, they will be providing complete building engineering for components of the proposed user experience remodel at Cottage Grove Ice Arena. ARCHITECTURE STRUCTURAL ENGINEERING MECHANICAL & ELECTRICAL ACTIVITY SUBTOTAL $16,465 $---$---$16,465 $102,355 $16,200 $19,700 $138,255 $28,690 $2,800 $2,800 $34,290 Project Management and Administration Design Stages Bidding and Construction Phases $147,510 $19,000 $22,500 $189,010Discipline Totals $500 $250 $250 $1,000Expenses Fee Proposal Rates OERTEL ARCHITECTS ■Principal In Charge - $185 ■Sr. Project Manager - $150 ■Project Architect II - $135 ■Project Architect I - $120 ■Designers - $95 / $90 ■Interiors / FF&E Coordination - $125 ■Specifications - $130 ■Sustainability Coordinator - $135 PAULSON AND CLARK ENGINEERING ■Senior Engineer - $175 ■Project Engineer - $145 ■Designer - $145 Inclusions and Breakouts ■The proposed fee is for complete design services for bidding and construction of the interior remodel as defined in the Concept Design. Design Fees are a reflection of the understanding developed with the Concept Design process and understanding the design work that yet needs to be completed. ■The proposed fee includes all required Owner-Design team meetings to coordinate and design the facility to the proposed level of completeness. ■Deliverables include design packages and narratives for the development of work product to be used by city staff for any public outreach and accurate cost estimation and forecasting. ■Expenses included are for mileage and design meeting printing. Final presentation boards and large format color printing would be quoted from a vendor for Owner approval and would be an additional cost to this fee proposal. Exclusions ■Exterior Improvements - Flatscape: Parking, sidewalks, signage, etc. ■Exterior Improvements - Building Envelope: Exterior wall or roof insulation, exterior enclosure repairs or remediation (Exception: Main Entry Door design is part of the anticipated scope) ■Low Voltage Design, Audio/Visual Designs and Installations, Security Design and Installations (Exception: end-point installation location, general power and pathway included, specialty signage design is included) ■Sustainable Initiative Metric Tracking Registration and process fees [Minnesota B3, LEED, GreenGlobes, etc] ■Ice Plant / Ice Systems operations, design, study is not included. ■Geothermal or Solar Performance designs and criteria ■Any environmental, including contamination investigations or hazardous material abatement processes. ■Any permit fees or costs [to be paid by Owner] (Building Permit, SAC reassessment fees, electrical or plumbing permit fees, etc.) Conclusion Oertel Architects is very excited to work with Cottage Grove on this community centric project. We have enjoyed working with your staff and council and look forward to the continued development of this project. If you have any questions about this fee proposal or the scope included, please don't hesitate to contact us. Sincerely, Andrew Cooper, AIA - President, Oertel Architects, Ltd. © Oertel Architects, Ltd. December 31, 2025 EXHIBIT B Cottage Grove Ice Arena Lobby - Office - Concessions Operations Building Program and Priority Existing Conditions - Lobby Level Space Name Existing Size Existing SF Existing Quantity Existing Subtotal Appropriation Notes Lobby and Gathering + Circulation Varies 2286 1 2,286 Remodel Open Office + Circulation 19'8 x 22'10 460 1 460 Remodel Enclosed Office 11'10 x 13'10 163 1 163 Remodel Enclosed Office + Breakroom 10'8 x 13'10 148 1 148 Remodel Concession + Concession Storage 13'4 x 33'4 584 1 584 Remodel Concession Waiting / Queue [Circulation]25'+ x 10'240 1 240 Remodel Viewing Area [Not dedicated circulation]Varies 355 1 355 Reconfigure Seating Area [Not viewing to ice or dedicated circulation]Varies 614 1 614 Retain Association Storage [Former Restrooms]449 1 449 Retain / Reappropriate Family Restroom 8'7 x 6'2 62 1 62 Retain Women's Restroom 12' x 44'8 538 1 538 Retain Men's Restroom 11' x 44'8 495 1 495 Retain Janitor Closet 5 x 6'4 31 1 31 Retain Dedicated Circulation Varies 3260 1 3,260 Reconfigure / Reappropriate Mechanical Room and Storage Varies 558 1 558 Retain 0 Available Area 10,243 Design Additions Goal Available Area 10,243 Design Goal Area 10,304 Net Usage (61)Net area to be added through space expansion and reconfiguration Space Name New Size New SF New Quantity New Subtotal Priority Notes Enclosed Office 10' x 10'100 2 200 High Open Office Cube 6' x 6'36 6 216 High 7 total FTE and PTE staff, 6 new accommodates 1 growth Staff Break Area 8' x 8'64 1 64 Low Rental Skate Carts and Skate Sharpening 8'+ x 9'+74 1 74 Medium Acoustical Control in separate / closeable room. Office Area Circulation Varies 277 1 277 High Circulaiton within an Office Area Concessions and Storage 13'4 min x _'588 1 588 High [1] POS Main Rink; [1] Pick-up Main Rink; [1] POS&PU Studio Rink Concessions Waiting and Queue Varies 393 1 393 High Viewing Area [Not Circulation]Varies 675 1 675 Medium Multiple smaller areas. Space goal = 30 people @ 15SF per + Circulation Ticketing Area + Queue 7' w x ~12' l 80 2 160 Medium 4' x 8' sales table + 4' x 12' long queue area Player / Parent Gathering Area Varies 577.5 2 1,155 High "Identified" congregation area for 50 people, standing Trophy / Display Area Varies 24 2 48 Medium Vending Varies 27 2 54 Medium Floor Area for [3] 3' x 3' vending machines General Storage (Association)15' x 20'300 1 300 Medium Retained Functions Family Restroom 8'7 x 6'2 62 1 62 Retained Women's Restroom 12' x 44'8 538 1 538 Retained Men's Restroom 11' x 44'8 495 1 495 Retained Janitor Closet 5 x 6'4 31 1 31 Retained Mechanical Room and Storage Varies 558 1 558 Retained Dedicated Circulation Goal Varies 4416 1 4,416 High CO T T A G E G R O V E IC E A R E N A 80 2 0 8 0 T H S T S , C O T T A G E G R O V E , MN 5 5 0 1 6 25-03 1795 Saint Clair Avenue phone: (651) 696-5186 St. Paul, Minnesota 55105 www.oertelarchitects.com SHEET NO: SHEET NAME: PLOTTED:PROJECT NAME: 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. SIGNATURE: REVISIONS: PR O J E C T N A M E : Not for Co n s t r u c t i o n NOTES: CLIENT: CONSULTANT: LICENSE #DATE DRAWN BY CHECKED BY PROJECT NUMBER DATE © 2025 COPYRIGHT OERTEL ARCHITECTS. ALL RIGHTS RESERVED. Not for Construction Not for Construction Not for Construction Not for Construction 1 FLOOR PLAN 1/8" = 1'-0"North CO T T A G E G R O V E IC E A R E N A 80 2 0 8 0 T H S T S , C O T T A G E G R O V E , MN 5 5 0 1 6 25-03 1795 Saint Clair Avenue phone: (651) 696-5186 St. Paul, Minnesota 55105 www.oertelarchitects.com SHEET NO: SHEET NAME: PLOTTED:PROJECT NAME: 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. SIGNATURE: REVISIONS: PR O J E C T N A M E : Not for Co n s t r u c t i o n NOTES: CLIENT: CONSULTANT: LICENSE #DATE DRAWN BY CHECKED BY PROJECT NUMBER DATE © 2025 COPYRIGHT OERTEL ARCHITECTS. ALL RIGHTS RESERVED. Not for Construction Not for Construction Not for Construction Not for Construction 1 FLOOR PLAN 1/8" = 1'-0"North 18 ' - 4 " 18 ' - 6 3 4" 23 ' - 0 1 4" 4' - 1 0 " 2' - 0 " 3' - 4 " 8" 3' - 4 " 2' - 0 " 6' - 1 0 1 4" 7' - 8 12" 10 ' - 2 " 1'-11"4'-0"2'-0"4'-0"6'-7"4'-0"2'-0"4'-0"2'-3"4'-0" 31'-3" 2'-834" 4'-0" 3'-0" 4'-0" 3'-0" 4'-0" 4'-10" 13'-11" 17'-7 3 4" 4'-0" 3'-53 4" 6' - 4 " 3' - 4 " 11 3 4" 11 ' - 2 " 94. 0 1 ° 2'-5" 34'-8" 18'-1112" 85. 9 9 ° 15 ' - 1 " 4' - 8 12" 3' - 4 " 5' - 4 12" 1' - 0 " 4' - 7 14" 3' - 4 " 11 ' - 1 3 4" 3' - 4 " 53 4" 7'-0"10'-0"2'-3"3'-4"2'-0"3'-4"2'-0"4'-11"1'-7" 8" 72.2 3 ° 81.0 0 ° 8'-10"48'-3" CO T T A G E G R O V E IC E A R E N A 80 2 0 8 0 T H S T S , C O T T A G E G R O V E , MN 5 5 0 1 6 25-03 1795 Saint Clair Avenue phone: (651) 696-5186 St. Paul, Minnesota 55105 www.oertelarchitects.com SHEET NO: SHEET NAME: PLOTTED:PROJECT NAME: 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. SIGNATURE: REVISIONS: PR O J E C T N A M E : Not for Co n s t r u c t i o n NOTES: CLIENT: CONSULTANT: LICENSE #DATE DRAWN BY CHECKED BY PROJECT NUMBER DATE © 2025 COPYRIGHT OERTEL ARCHITECTS. ALL RIGHTS RESERVED. Not for Construction Not for Construction Not for Construction Not for Construction 1 FLOOR PLAN 1/4" = 1'-0"North NOT FOR CONSTRUCTION PROJECT NAME: MATERIAL: GAUGE: DATE: SHEET: DRAWN BY: THESE ARE NOT FABRICATION DRAWINGS. THESE ARE TO CONFIRM THE SCOPE OF WORK. IF THIS DOES NOT MATCH THE SCOPE OF THE PROJECT PLEASE CONTACT YOUR PROJECT MANAGER. 2300 S 2300 W Salt Lake City, UT 84119 801 649 2500 COTTAGE GROVE ICE ARENA CHROMA + BLISS B49 + POWDER D03 1/2" TYP; 1" TOP 1 OF 1 9/5/25 SG SCALE: NTS FRONT - ISOMETRIC1 SCALE: NTS REAR - ISOMETRIC2 SCALE: NTS PLAN 3 30 30 12 12 12 12LOOSE HALF-LAP JOINT SEAM; TYP. EXTERIOR RATED MDF PANEL STRUCTURE AND TOE KICK. INCLUDES PAINTING (COLOR TBD) 99.5 85.25 24 99° 19.5 30 12 4; TYP. 24 12 1 0.5 0.5 0.5 4 34 BLOCKING WILL CAUSE SHADOWING PAINTED EXTERIOR-GRADE MDF STRUCTURE AND TOE-KICK. PAINT COLOR TBD. 1" CHROMA TOP. ALL OTHER SIDES 0.5" FOCAL BAR WHITE LIGHTING SCALE: NTS SECTIONA LOOSE HALF-LAP JOINT FACE OF PANEL LIGHTBOX WILL HAVE DIFFERENT BRIGHTNESSES DUE TO DIFFERENT DEPTHS (24" / 19.5") 0.125 0.125 HALF-LAP DETAIL REV REVISION DESCRIPTION DWN DATE 48"48" FURNITURE PLAN PRIVATE OFFICES 1 made and return to Henricksen for corrections. correct, mark the appropriate box below. If incorrect, note corrections to be appropriate representative prior to furniture order. If these drawings are These drawings must be reviewed by the Owner/Architect/Contractor, or other s:\Project\PSGM\CITYCOTG-CITY OF COTTAGE GROVE\ICE ARENA\_DESIGN\DRWG\CITY OF CG_ICE ARENA.cmdrw COTTAGE GROVE, MN 55016 8020 8TH ST SOUTH 9/11/2025 *Preliminary Plan* Not for Furniture Order 9/10/2025 PSGM 25090450 CITY OF COTTAGE GROVE 3/5"=1'-0" - (1) Height Adjustable Desk - (1) Box/Box Mobile Pedestal - (1) Lateral File - (1) Under-Mount Modesty Panel - (1) Dual Monitor Arm - (1) Task Chair WORKSURFACE LAMINATE: Portico Teak WORKSURFACE EDGE: Portico Teak DESK BASE: Flint MODESTY PANEL: Portico Teak SUPPORTS FINISH: Flint STORAGE FINISH: Flint STORAGE PULL: Arch, Matte Silver TASK CHAIR MESH: Dusk TASK CHAIR BASE/FRAME: Black TASK CHAIR SEAT UPHOLSTERY: Noble, Darkness GUEST CHAIR MESH: Carbon GUEST CHAIR FRAME: Charblack GUEST CHAIR SEAT UPHOLSTERY: Noble, Darkness Drawings and specifications provide interior designs and layouts in sufficient detail for the installation of projects. The designs represented are the property of Henricksen and shall not be shared, used by, or disclosed to any persons or firm outside the scope of this project without written consent of Henricksen. Architects and contractors shall be responsible for all dimensions and conditions on the job and shall notify Henricksen of any variations from the dimensions and conditions shown. Written dimensions take precedence over scaled dimensions. ELP ICE ARENA TYPICAL 3D VIEW Approved as Noted PRIVATE OFFICE Drawing Review F. PLAN Scale: Signature DateRevise and Resubmit N AREA OF WORK www.henricksen.com TYPICAL PLAN Sheet Number: Approved PRIVATE OFFICE FINISHES NOTES Print Acct Exec: INCLUDES Project #: Org. Date: Drawn By: 71 - 1 / 4 " 90-1/2" REV REVISION DESCRIPTION DWN DATE 48"48" made and return to Henricksen for corrections. correct, mark the appropriate box below. If incorrect, note corrections to be appropriate representative prior to furniture order. If these drawings are These drawings must be reviewed by the Owner/Architect/Contractor, or other 2 s:\Project\PSGM\CITYCOTG-CITY OF COTTAGE GROVE\ICE ARENA\_DESIGN\DRWG\CITY OF CG_ICE ARENA.cmdrw COTTAGE GROVE, MN 55016 9/11/2025 FURNITURE PLAN WORKSTATIONS WALL-MOUNTED 8020 8TH ST SOUTH - (1) Height Adjustable Desk - (1) Return Surface - (1) Box/Box Support Pedestal - (1) Overhead - (1) Dual Monitor Arm - (1) Task Chair Drawings and specifications provide interior designs and layouts in sufficient detail for the installation of projects. The designs represented are the property of Henricksen and shall not be shared, used by, or disclosed to any persons or firm outside the scope of this project without written consent of Henricksen. Architects and contractors shall be responsible for all dimensions and conditions on the job and shall notify Henricksen of any variations from the dimensions and conditions shown. Written dimensions take precedence over scaled dimensions. CITY OF COTTAGE GROVE *Preliminary Plan* Not for Furniture Order PSGM PANEL FABRIC: PANEL PAINT: Flint PANEL GLASS: Clear WORKSURFACE LAMINATE: Portico Teak WORKSURFACE EDGE: Portico Teak DESK BASE: Flint SUPPORTS FINISH: Flint STORAGE FINISH: Flint STORAGE PULL: Arch, Matte Silver TASK CHAIR MESH: Dusk TASK CHAIR BASE/FRAME: Black TASK CHAIR SEAT UPHOLSTERY: Noble, Darkness TABLE LAMINATE: Portico Teak TABLE EDGE: Portico Teak TABLE BASE: Flint GUEST CHAIR MESH: Carbon GUEST CHAIR FRAME: Charblack GUEST CHAIR SEAT UPHOLSTERY: Noble, Darkness ELP 9/10/2025 3/8"=1'-0" 25090450 WORKSTATIONS WORKSTATION INCLUDES Revise and Resubmit N NOTES WORKSTATION FINISHES Org. Date: Approved Drawing Review Drawn By:Sheet Number: AREA OF WORK Date F. PLAN ICE ARENA Approved as Noted TYPICAL WORKSTATION 3D VIEW Acct Exec: ADDITIONAL WORKSURFACE Scale: www.henricksen.com Project #: Print TYPICAL PLAN Signature 62-3/4"44-3/4" TYP. 82-3/4" Cottage Grove Ice Arena Renovation Component Costs Program Component / Feature Quantity Cost per Unit Unit Cost Notes Demolition 17,000.00$ Floor Floor Finish Removal, Grinding, Topping Repair 639 8.00$ SF 5,112.00$ Finish removal, and existing condition repair for new finish - SF Walls Concrete Block wall removal, cutting, disposal 128.5 30.00$ LF 3,855.00$ Saw cut, demo, disposal, shoring where necessary Gyp Partition wall removal 105 3.00$ LF 315.00$ Cut, demo, disposal, temporary conditions Openings Door / Window Removal 11 250.00$ per Removal and Temp enclosure as needed Ceiling Removal and disposal 1813 1.25$ SF 2,266.25$ Remove and Dispose Systems Temp relocation of HVAC, Electrical, Tech 1813 3.00$ SF 5,439.00$ Allowance per SF of work area New Construction - Finishes 223,600.00$ Structure Steel Structure 1343 35.00$ SF 47,005.00$ Concrete - Plank & Topping 1343 20.00$ SF 26,860.00$ New Opening Lintel 3 750.00$ per 2,250.00$ Average for block or steel lintel Enclosure Storefront Demo / Augmentation 80 85.00$ SF 6,800.00$ New Entry to North Rink Platform & Thermal New Storefront (Thermal)276 105.00$ SF 28,980.00$ Interior HM Window 80 65.00$ SF 5,200.00$ Openings (doors/frames/control)9 2,475.00$ Per 22,275.00$ Interior Door Unit cost New Slab / Ceiling Insulation & Transmission Treatment 2686 13.75$ SF 36,932.50$ 4" Insulation @ $3 per 1" + Vapor/Air transmission layers Concession Window 2 12,000.00$ per 24,000.00$ Allowance Cost Masonry Infill 39.375 45.00$ SF 1,771.88$ Ceiling Framing 1343 16.00$ SF 21,488.00$ New Construction - Finishes 456,200.00$ Flooring Cementitious Topical Finish [1/8" thick resinous]4575 32.00$ SF 146,400.00$ Floor Prep, new durable decorative coating, finishing. Concrete Polish - Grind / Color / Seal 1831 9.50$ SF 17,394.50$ Floor Prep, Grind, Stain and seal coating Tile 534 25.00$ SF 13,350.00$ Carpet Tile / Resilient Flooring 1397 30.00$ SF 41,910.00$ Ceiling ACT 1228 12.19$ SF 14,966.25$ Standard ACT Decorative Acoustical Ceiling Tile 944 35.00$ SF 33,040.00$ Acoustical Baffles 903 41.33$ LF 37,324.00$ Hard Lids 0 25.00$ SF -$ Walls Int. Level 4+ Finish 2977 17.19$ SFWA 51,167.19$ Stud Frame, Insulated, Gyp and Finish, High-Impact Increase Wall Paneling w/ girt and framing 2977 25.00$ SF 74,425.00$ Decorative Wall Accents and Trims 191.25 55.00$ SF 10,518.75$ -$ Finish Paint 6698.25 1.75$ SFWA 11,800.00$ Accessories -$ Casework / Carpentry 59 65.00$ LF 3,835.00$ Concession Counter Tops / Drink Rail New Construction - Features / Furniture 135,200.00$ North Rink Stair Augmentation 1 35,000.00$ Allowance 35,000.00$ Demo, new concrete, new railings Reception Desk - Light Box Design 1 51,000.00$ Quote Allowance 51,000.00$ $36,500 Material + $14,500 Install Office Furniture 1 49,200.00$ Quote Allowance 49,200.00$ $41,000 + 10% Quote escalation per year (2 years factored) New and Renovation - Mechanical / Electrical and FP 180,600.00$ HVAC Remodel 1868 15.00$ SF 28,020.00$ All renovated existing areas Plumbing Remodel 534 10.00$ SF 5,340.00$ Concession Area Only Electrical Remodel 1868 28.00$ SF 52,304.00$ All renovated existing areas Low-Voltage Remodel 1478 15.00$ SF 22,170.00$ Office/Concessions Fire Protection Remodel 1868 7.50$ SF 14,010.00$ All renovated existing areas HVAC New 453 30.00$ SF 13,590.00$ Plumbing New 0 -$ SF -$ Electrical New 694 40.00$ SF 27,760.00$ Low-Voltage New 694 15.00$ SF 10,410.00$ Fire Protection New 694 10.00$ SF 6,940.00$ Project Construction Potential 1,012,600.00$ Design and Construction Contingency 25%253,150.00$ Escalation Costs (Construction + Contingency)6%75,945.00$ Soft Costs (Construction + Contingency)20%253,150.00$ Total Project Cost Potential 1,594,845.00$ 1 City Council Action Request 7.L. Meeting Date 2/4/2026 Department River Oaks Golf Course & Event Center Agenda Category Action Item Title Recycle Surplus Equipment Staff Recommendation Staff recommends that the City Council authorize River Oaks to proceed with recycling the equipment listed in the memo. Budget Implication N/A Attachments 1. memo- recycle pieces of equipment To: Honorable Mayor and City Council From: Zac Dockter, Parks and Recreation Director Date: January 26, 2026 RE: Recycle of Old Equipment Introduction Requested Action 1 City Council Action Request 7.M. Meeting Date 2/4/2026 Department Public Works Agenda Category Action Item Title 2026 Fuel Pricing Staff Recommendation Receive the fuel pricing for 2026 under state contract number 281983. Budget Implication The 2026 budget has $3.25 for Unleaded and $3.64 for Diesel per gallon for fuel including taxes. This pricing is within the budget. Attachments 1. Receive Fuel Pricing 2026 To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Ryan Burfeind, Public Works Director Adam Moshier, Fleet and Facilities Manager Date: January 29, 2026 Re: Receive Fuel Pricing for 2026 Background Each year, staff submits fuel quantities to the state to be involved in the fixed and spot pricing fuel contract. Participating in this contract assists with budgeting fuel expenses and guarantees a price on fuel for the year regardless of the market. Discussion The City requested the following fuel quantities for 2026: Diesel B5 Winter 16,400 gallons B20 13,800 gallons Unleaded 87 Octane 70,800 gallons The state negotiated pricing for 2026 is as follows: Diesel B5 Winter $2.5464 per gallon B20 $2.4839 per gallon Unleaded 87 Octane $1.9614 per gallon The vendor will be Mansfield Oil Company. The new contract number will be 281983. Effective date is 02/01/2026. Budget The 2026 budget has $3.25 for Unleaded and $3.64 for Diesel per gallon for fuel including taxes. This pricing is within the budget. Recommendation It is recommended the City Council receive the fuel pricing for 2026 under state contract number 281983. 1 City Council Action Request 7.N. Meeting Date 2/4/2026 Department Public Works Agenda Category Action Item Title Forestry Bucket Truck - Budget Increase and Purchase Authorization Staff Recommendation Approve the increased budget amount of the bucket truck from $210,000 to $236,000 & authorize purchase. Budget Implication $25,780.99 from equipment sales and budget savings will cover the increase. Attachments 1. Increase budget amount and authorize purchase of bucket truck-KR 2. Revised 2026 Ford F-550 XL Reg Cab - With tax and warranty 3. Cottage Grove VST47 BFX84 F550 -Quote 98 - REV10.15.25 To: Honorable Mayor and City Council From: Ryan Burfeind, Public Works Director Date: January 27, 2026 RE: Increase Budget Amount for Forestry Bucket Truck to $236,000 and Authorize Purchase Introduction Background Budget Implication Recommendation ABM Equipment, LLC 333 2nd Street NE Hopkins, MN 55343 EQUIPMENT QUOTE Quote Date:2025-10-14 Quote # Rev # 98 1 10-15-25 Thank you for your business ABM Equipment, LLC: Phone: (952) 938-5451 / Fax: (952) 938-0159 / Website: abmequip.com Phone: (952) 938-5451 / Fax: (952) 938-0159 / www.abmequip.com Customer City of Cottage Grove 8635 W Point Douglas Rd S Cottage Grove MN ABM Representative Customer Representative First Name: Last Name: Cell Number: Email Address: Contact Initials: Adam Moshier 55016 (651) 458-2844 amoshier@cottagegrovemn.gov Rick Loosbrock Adam, In response to your request for a BrandFX 84 LS with a Versalift Model VST-47 on your Ford 550 Chassis, we are pleased to quote the following per MN State Contract #224090 T-765(5) expiring 8.31.2026: QTY Versalift Unit Price Subtotal 1 VST-47-I Insulated 46 ft. 4 Inches telescopic/articulating aerial platform lift $96,298.00 $96,298.00 1 RO-1260-6 Lower controls on turret with standard rotary joint $0.00 $0.00 1 SC-1260-74/75/76 3-Axis Right hand single stick controls platform support including 180° platform rotator $0.00 $0.00 1 One set of hydraulic tool outlets at platform without quick disconnect fittings. Includes adjustable pressure limit. $0.00 $0.00 1 FB-1510-42 Walk-in 24x30x42, open to curb side (Requires door) $364.00 $364.00 1 CB-7 Platform Cover Platform cover, Nylon/Vinyl 24x30 in $260.00 $260.00 1 SA-1530-1 Walk-In door, L/H hinger $495.00 $495.00 1 CA-857 Manlift Platform Capacity of 600 lbs $0.00 $0.00 1 P-1260-8 Shorter pedestal for 6 Inch less clearance. 46-1/4 tall pedestal $0.00 $0.00 1 EP-1260-11/13 Emergency Power Insulated 12V DC hydraulic system (Requires 1 slip ring) $1,433.00 $1,433.00 Page 1 of 7 ABM Equipment, LLC 333 2nd Street NE Hopkins, MN 55343 EQUIPMENT QUOTE Quote Date:2025-10-14 Quote # Rev # 98 1 10-15-25 Thank you for your business ABM Equipment, LLC: Phone: (952) 938-5451 / Fax: (952) 938-0159 / Website: abmequip.com 1 SS-1260-1/5 Start/stop 12V DC is standard (Requires 1 slip ring) $0.00 $0.00 1 28457-3 Collector ring, 5-pass $499.00 $499.00 1 Delete Tubular rubber platform support -$49.00 -$49.00 1 SD-19 Full body harness and lanyard (extra-large) ARC Flash Rated $614.00 $614.00 1 Standard White Extreme Climate Urethane (6mils)$1,128.00 $1,128.00 1 Mounting hardware for 19,500 GVWR chassis with outriggers inside the body (135 in. ship loose subframe). $0.00 $0.00 1 OR-1403-4 Modified A-Frame 30-35 Inch Frame Height $7,196.00 $7,196.00 1 OR-1402-1 Independent Narrow Modified A-Frame 10 Degree 30-35 Inch Frame Height $6,833.00 $6,833.00 1 VK-1400-49/50 12/24 volt Outrigger /Boom Switch kit $596.00 $596.00 1 VK-1400-43 Outrigger switch kit for Main outriggers $599.00 $599.00 1 VK-1400-43 Aux Outrigger switch kit for auxiliary outriggers $599.00 $599.00 1 VK-1400-14 Outrigger valves with integral microswitches (energized when control handle is activated) dual set $681.00 $681.00 2 Rubber wheel chock (WC1085H) Rubber wheel chock with handle $63.00 $126.00 4 ABM poly outrigger pads , UHMW 22x24 $293.00 $1,172.00 Body Page 2 of 7 ABM Equipment, LLC 333 2nd Street NE Hopkins, MN 55343 EQUIPMENT QUOTE Quote Date:2025-10-14 Quote # Rev # 98 1 10-15-25 Thank you for your business ABM Equipment, LLC: Phone: (952) 938-5451 / Fax: (952) 938-0159 / Website: abmequip.com 1 1.09 - Brand FX 84LS Fiberglass Service body Heavy duty black poly gas fill cup Automotive grade bubble gasket Bright white gel coat exterior Bright white interiors to reflect light LED exterior lighting package Flow-through ventilation system Light adapter for specified chassis Non-skid compartment tops Included ICC lighting One piece molded doors with automotive finish both sides Recessed door jams 3/16" smooth aluminum bulkhead 3/16" smooth aluminum tail skirt Steel rear mounting brackets Stainless steel hinges and hardware Automotive style dual rotary latch Vinyl coated stainless steel cable door stops - Horizontal Doors Only $18,854.00 $18,854.00 3 1.3.1 - (1) Adjustable Fiberglass Shelf SS1, SS3, CS1 $286.00 $858.00 1 1.3.2 - (2) Adj Shelves Two Adjustable Shelves SS2 $426.00 $426.00 5 1.3.7 - Divider Pack Divider pack for fiberglass shelves $29.00 $145.00 6 1.5.1 - Over Center spring door stops for vertical doors $104.00 $624.00 14 1.5.2 - Locking Swivel hook Locking Swivel hook (ea) SS4: 2-3-2, CS4: 2-3-2 $53.00 $742.00 8 1.5.6 - Fibreglo flexible tubular lighting on 3 sides of compartment Wired to Upfitter Switch $180.00 $1,440.00 1 1.5.7 - Interior light guards (2)$250.00 $250.00 1 1.5.11 - Outrigger housing with vertical divider wall (per compartment). SS1, CS1 $743.00 $743.00 1 1.6.2 - 3/16" Aluminum TP floor - INCLUDED $0.00 $0.00 Page 3 of 7 ABM Equipment, LLC 333 2nd Street NE Hopkins, MN 55343 EQUIPMENT QUOTE Quote Date:2025-10-14 Quote # Rev # 98 1 10-15-25 Thank you for your business ABM Equipment, LLC: Phone: (952) 938-5451 / Fax: (952) 938-0159 / Website: abmequip.com 1 1.9.2 - Aluminum cone holder (vertical storage) Location TBD $443.00 $443.00 1 1.9.6 - Punched Aluminum Shovel Basket 8"H x 20"W x 120"L SS $1,210.00 $1,210.00 1 1.9.7 - Punched Aluminum Headache rack $996.00 $996.00 2 1.9.9 - Wheel chock holder in fender CS $265.00 $530.00 1 1.9.12 - 7 Way trailer plug Furnish and install Berg 7-way trailer socket and boot with weatherproof connection - RV Type $186.00 $186.00 1 1.9.15 - Furnish and Install Backup alarm $215.00 $215.00 2 1.9.20 - Furnish and install Go-Light LED remote spotlight. Installed on SS and CS of Headache rack inside of strobes, ensuring enough space for Golights to turn 360 degrees $1,541.00 $3,082.00 1 1.9.22 - Aluminum Rock Guards Aluminum Rock Guards front of body both sides $104.00 $104.00 4 1.9.24 - Outrigger pad holder (aluminum) Two on each side of body, one at the front and one at the rear $215.00 $860.00 1 1.9.27 - Mud Flaps Furnish and install rear mudflaps $255.00 $255.00 1 1.9.29 - Recess Traffic Advisor in tailshelf Whelen # TACF85 $1,250.00 $1,250.00 1 1.12.4 - Galvanized sure step with pintle recess - DRW body $1,138.00 $1,138.00 1 1.12.6 - Installation of the rear bumper Installation of rear bumper $434.00 $434.00 1 1.13.4 - Class V receiver hitch Class V receiver hitch installed and reinforced for towing (includes adjustable hitch plate). $1,441.00 $1,441.00 2 1.14.3 - Load wall liner, aluminum (per side) SS, CS, Walk-up area $698.00 $1,396.00 Page 4 of 7 ABM Equipment, LLC 333 2nd Street NE Hopkins, MN 55343 EQUIPMENT QUOTE Quote Date:2025-10-14 Quote # Rev # 98 1 10-15-25 Thank you for your business ABM Equipment, LLC: Phone: (952) 938-5451 / Fax: (952) 938-0159 / Website: abmequip.com 2 1.21.1 - Stainless Steel Grab Handle Stainless Steel Grab Handle (ea) Inside of Walk-Up $69.00 $138.00 1 1.22.3 - LED stop/turn/tail lights in tailshelf $0.00 $0.00 2 1.22.4 - Recessed LED Amber Warning Flashers In tailshelf (ea), wired to upfitter switch SS: Amber 3945A CS: Blue 3945B $419.00 $838.00 1 1.22.5 - Two surface mount LED In grill, wired to upfitter switch SS: Blue, 3811B CS: Clear, 3811C $496.00 $496.00 1 1.23.8 - 30" Aluminum treadplate tailshelf $1,886.00 $1,886.00 1 1.23.14 - Pool type grab rail on tailshelf Mounted Curbside $325.00 $325.00 3 1.23.15 - Add perimeter poly boards to walkup/tailshelf (per section) Around entire perimeter of tailshelf $124.00 $372.00 1 1.23.16 - Extend Exhaust Extend exhaust to end of body $170.00 $170.00 1 1.23.18 - Mount or re-locate OEM backup camera.$176.00 $176.00 2 1.23.31 - MISC Two Whelen L32LAF Strobes Mounted on headache rack $460.00 $920.00 1 11.2.10 - DSI-12/3000N Dimension HD 3000 w pure sine inverter with fuse Mount in Bottom of SS1 $6,753.00 $6,753.00 1 11.2.29 - 1PLT2 - GFI outlet GFI outlet with cover plate Mount on SS sidepack facing rear $56.00 $56.00 1 11.2.30 - 6C657 - Exterior GFI (additional over interior_ GFI Exterior outlet cover that allows exterior surface mounting of 1PLT2 Mount on SS sidepack facing rear $163.00 $163.00 Page 5 of 7 ABM Equipment, LLC 333 2nd Street NE Hopkins, MN 55343 EQUIPMENT QUOTE Quote Date:2025-10-14 Quote # Rev # 98 1 10-15-25 Thank you for your business ABM Equipment, LLC: Phone: (952) 938-5451 / Fax: (952) 938-0159 / Website: abmequip.com 1 11.2.31 - 1PLT2 - GFI Exterior gang box (allows exterior mounting of1PLT2) Mount on SS sidepack facing rear $80.00 $80.00 15 11.2.32 - Cable - Inverter install kit Inverter cable required above 15'. $36 per foot $36.00 $540.00 1 11.2.34 - Inverter wire to in cab switch $175.00 $175.00 Installs 1 Include Override switch to raise boom without engaging outriggers, if needing to access to load bed area $189.00 $189.00 1 Possum Belly with breaks spaced at 6' - 8' - 10'$567.00 $567.00 1 DOT Inspection and Certification $350.00 $350.00 Chassis 1 Customer Supplied Chassis Along with the purchase order the customer will be required to include a copy of the chassis specification intended for use and the contact information of the supplying chassis dealer. If the chassis specification does not meet minimum requirements for the application additional costs may be incurred to meet those requirements. * ABM requires a weight study analysis and frame layouts to ensure chassis loading, stability, and install component placement. * Chassis delivered to the installation facilities that do not meet minimum specification requirements will be noted at time of delivery and a suggested resolution will be provided back to the customer. * Reference ABM Customer Furnished Chassis Delivery Policy for additional instructions. $0.00 $0.00 Total (FOB Hopkins, Less Tax)$170,660.00 Page 6 of 7 ABM Equipment, LLC 333 2nd Street NE Hopkins, MN 55343 EQUIPMENT QUOTE Quote Date:2025-10-14 Quote # Rev # 98 1 10-15-25 Thank you for your business ABM Equipment, LLC: Phone: (952) 938-5451 / Fax: (952) 938-0159 / Website: abmequip.com Terms & Conditions Estimated Completion Date: Subject to availability, based on information at the time of quote. Validity of Quote: 30 Days - please contact ABM Equipment for an updated proposal after expiration. Payment: Payment terms are Net 10 days. Any amount paid by a credit card will be subject to a surcharge fee. A monthly interest charge of 1/2% will be added for late payments. Taxes: This quote does not include applicable local, state, or (F.E.T.) federal taxes. The quote does not include title or licensing fees. Delivery: Unless noted on this quotation, equipment is sold F.O.B. point of shipment, and ABM Equipment, LLC’s responsibility shall cease upon delivering the equipment in good order to the carrier. ABM Equipment, LLC shall not be responsible for delays in delivery due to reasons beyond its control, including labor disputes and supply chain issues. Warranty: Warranty coverage shall be based on the manufacturer's warranty terms. Warranty work is to be performed at ABM Equipment, LLC. The warranty does not include travel charges. Cancellation: It is understood that any order on this quotation and accepted by the seller shall be firm in as much as ABM Equipment, LLC, in turn, must place firm orders for the equipment and the parts thereof. No cancellations may be made except on terms agreed to by ABM Equipment, LLC in writing. Liability: ABM Equipment, LLC assumes no liability for damage due to theft, vandalism, fire, weather, or damage due to gradual deterioration or inherent defects in such property. In addition, we are not responsible for any damage while storing your chassis or parts on our premises while waiting for modification or installation. The storage location of the property shall be determined by ABM Equipment, LLC, at its discretion. Entire Agreement: This quotation sets forth the full terms and conditions applicable to the equipment described herein and may not be modified without ABM Equipment, LLC written consent. The terms and conditions of this quotation shall prevail over those of any other writing concerning this equipment in case of any inconsistency between them. Confidentiality: The information in this quote; and all supporting documentation is confidential and may only be used by ABM Equipment, LLC, and the customer listed on this quote Chassis: You agree to accept the following when purchasing a new chassis through ABM Equipment. 1. ABM provided chassis - Pay for the chassis in full as soon as it is available to ABM Equipment for the mounting of the quoted components. 2. Customer supplied chassis - If the chassis is late or cancelled customer must pay for ABM ordered equipment, parts and components. Labor for the installation will be billed upon completion of the unit. 3. Chassis pricing should be considered a budgetary only and is subject to change when specific model year pricing becomes available from the OEM. Additionally, the chassis model year is subject to change based on availability at the time of the order. *Due to extended lead times and market volatility, we reserve the right to impose a surcharge on the quoted price. We are experiencing surcharges from our suppliers, and passing these on to our customers has become necessary. ABM Equipment will inform you about these surcharges before you begin the build for your order. If ABM Equipment cannot proceed with the build at the scheduled time because of the unavailability of the chassis, ABM Equipment will invoice the customer for the cost of the equipment on hand, and payment will be due according to our standard terms. Please sign below indicating your intent to purchase the above equipment at the price and terms quoted; or with modifications as stated below. The changes of materials to be supplied, terms of sale, or pricing are contingent upon acceptance by ABM Equipment, LLC. Customer: I agree to the terms and conditions above: Approved By: ABM Officer PO Number Sales Rep Initials Page 7 of 7 1 City Council Action Request 7.O. Meeting Date 2/4/2026 Department Community Development Agenda Category Action Item Title Mississippi Landing 3rd Addition – Final Plat, Development Agreement, and Plans & Specs Staff Recommendation 1) Adopt Resolution 2026-024 approving the Mississippi Landing 3rd Addition final plat, which is an approximate 10.82-acre residential development with 66 single-family lots. 2) Approve the Mississippi Landing 3rd Addition Development Agreement with Rachel Development, Inc. and authorize execution of all easements, deeds, and agreements required for the plat and project. 3) Adopt Resolution 2026-025 approving the Mississippi Landing 3rd Addition Development Plans dated January 26, 2026, prepared by Alliant Engineering, and as modified by request of the City Engineer. Budget Implication N/A Attachments 1. Mississippi Landing 3rd CC Memo 2. Mississippi Landing 3rd Resolution 2026-024 - Final Plat 3. Mississippi Landing 3rd Final Plat 4. Mississippi Landing 3rd - Development Agreement Signed 5. Mississippi Landing 3rd Plans & Specs 2026-01-26 6. Mississippi Landing 3rd Resolution 2026-025 - Plans & Specs 7. Mississippi Landing 3rd Plan Review Memo 2026-01-14 8. Mississippi Landing - 3rd Addition - Narrative - v1 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Pierret, Senior Planner DATE: January 28, 2026 RE: Mississippi Landing 3rd Addition – Final Plat, Development Agreement, and Plans & Specs Introduction The City Council is requested to take the following actions: 1) Adopt a resolution approving the final plat for Mississippi Landing 3rd Addition. 2) Approve the Mississippi Landing 3rd Addition Development Agreement with Rachel Devel- opment, Inc. and authorize execution of all easements, deeds, and agreements required for the plat and project. 3) Adopt a resolution approving the Mississippi Landing 3rd Addition Development Plans dated January 26, 2026, prepared by Alliant Engineering, and as modified by the request of the City Engineer. The location for the proposed Mississippi Landing 3rd Addition subdivision is shown on the map below: Location Map Honorable Mayor, City Council, and Jennifer Levitt Mississippi Landing 3rd Addition Final Plat January 28, 2026 Page 2 of 5 Background The Mississippi Landing development is located on the former Mississippi Dunes Golf Course. The following is background of the site and the history of the development review process: • The former Mississippi Dunes Golf Course property was approximately 200 acres, which was mass site graded in the mid-90’s to create the golf course. • The Golf Course operated from the mid-90’s until 2017, when the Course closed and remained vacant until it was sold in 2019. • The City initiated the Master Planning process in 2020 and finalized a Master Plan for the former golf course on December 1, 2021. An application for a land use amendment was submitted and approved by the Met Council on August 24, 2022, amending the land use from Transitional Planning Area to Low and Medium Density as well as preserving a large portion of the land adjacent to the Mississippi River as park. The zoning was adjusted at that time to reflect the land use change. • Pulte Homes received a negative declaration by the City Council for an EAW for a pro - posed single-family development on December 20, 2021. • Pulte Homes submitted a preliminary plat application to the City in 2022 , which received Council approval on March 16, 2022. However, Pulte did not continue with their develop- ment. • The City, with its financing partners at the County, purchased 19.91 acres of park land ad- jacent to the river on June 30, 2023, and the property owner deeded additional park acres to the City. • Rachel Development submitted a preliminary plat application for a 377 single -family lot de- velopment in 2023, which received Council approval on February 21, 2024 (Resolution 2024-029). • In 2024, the DNR purchased the former driving range parcel (35 acres) to be an extension of the Scientific and Natural Area (SNA). • Rachel Development submitted the Mississippi Landing 1st Addition final plat , which was reviewed and approved by the City Council on May 1, 2024. The 1st Addition included 110 lots and 16 outlots. This included the dedication of Oulot P (13.62 acres) that covered the total park dedication for the project. • Rachel Development submitted the Mississippi Landing 2 nd Addition final plat, which was reviewed and approved by the City Council on April 2, 2025. The 2 nd Addition included 80 lots and 2 outlots. Honorable Mayor, City Council, and Jennifer Levitt Mississippi Landing 3rd Addition Final Plat January 28, 2026 Page 3 of 5 1) Final Plat Review Rachel Development has submitted a final plat application for Mississippi Landing 3rd Addition for 66 single-family homes and 7 outlots: Outlot A for stormwater, wetlands, and public trail; Outlot B for trail connection; and Outlots C, D, E, F, and G for future lots. The final plat is in conformance with all other conditions of the preliminary plat as approved by the City Council and as stipulated in City Resolution 2024-029. The Mississippi Landing 3rd Addition final plat development area is shown below, and the final plat in its entirety is attached. Mississippi Landing 3rd Addition Final Plat Area Multiple lot sizes are proposed as part of the 3rd Phase final plat. The table below outlines the required setbacks for each of the proposed lot sizes. Setbacks will be reviewed as part of each submitted building permit for each lot. Honorable Mayor, City Council, and Jennifer Levitt Mississippi Landing 3rd Addition Final Plat January 28, 2026 Page 4 of 5 Standard Proposed 40’ Lot Width Proposed 65’ Lot Width Minimum Lot Area 5,000 sf 8,450 sf Minimum lot width at the front setback 40 feet 65 feet Minimum side yard setback, house 5 feet 6.25 feet Minimum side yard setback, garage 5 feet 6.25 feet Minimum front yard setback 20 feet 25 feet Minimum rear yard setback 20 feet 35 feet Corner lot setback 20 feet 20 feet Maximum Principal structure height 30 feet 35 feet Park Dedication The Mississippi Dunes Master Plan completed in 2022 guides the entirety of the area adjacent to the Mississippi River to be preserved as park and open space. The City purchase d 19.91 acres in 2023, the property owner at the time deeded to the City an additional 9.6 acres as park dedication ahead of development, and Rachel Development dedicate d an additional 4 acres as part of the 1st Addition final plat. The DNR purchase d 12 acres from the property owner in the southeast corner of the site expanding the existing Mississippi Dunes Scientific and Natural Area (SNA). The total dedication of park land as part of the 1st Addition met the City’s required park land dedi- cation requirement; therefore, no additional park dedication is required as part of future phases . Utilities The required sanitary sewer lift station and Pressure Reducing Valves (PRVs) on the watermain, along with the required utility connections, were completed as part of the 1st Addition final plat. Outlot B of the 1st Addition has been deeded to the City for ownership and maintenance of the lift station. Proposed Outlots D, E, and F are reserved for future residential lots. The development plans show utility stubs being installed during the 3rd Addition; however, the stubs will not be used until a future phase is platted. The Development Agreement specifies that the Developer is responsi - ble for maintenance and repair of these utility stubs constructed beyond the curb box and beyond the curb. City staff will have access to the stubs via existing easements in an emergency situation. Tree Preservation/Landscape A tree inventory was completed and accepted as part of the Mississippi Landing preliminary plat review. Given the proposed preservation of all trees within the old driving range portion of the site as outlined in the preliminary plat review, no mitigation is required as part of the 3rd Addition final plat. During the preliminary plat process, varied landscape requirements for each of the lot sizes were approved. Three deciduous trees will be planted on Outlot A between Lot 6, Block 4 of Mississippi Landing 2nd Addition and Lot 1 Block 1 of Mississippi Landing 3 rd Addition. Proposed landscap- ing meets performance standards approved with the Mississippi Landing Preliminary Plat. Honorable Mayor, City Council, and Jennifer Levitt Mississippi Landing 3rd Addition Final Plat January 28, 2026 Page 5 of 5 Standard Proposed 40’ Lot Width Proposed 65’ Lot Width Boulevard Trees Every other lot, 1 per adjacent street Every lot, 1 per adjacent street Lot Trees 2 per lot (one can be ornamental) 3 per lot Shrubs 5 per lot 10 per lot 2) Development Agreement The Developer has signed the development agreement , which is attached for review. 3) Development Plan Review The City Engineer has reviewed the development plans dated January 26, 2026, by the Devel- oper’s consulting engineer, Alliant Engineering, and is recommending approval of those plans (e.g., construction plans, drawings, specifications, and surveys) subject to the comments in the January 14, 2026, review letter (attached) and any subsequent review comments. Recommendations The City Council is recommended to take the following actions: 1. Adopt Resolution 2026-024 approving the Mississippi Landing 3rd Addition final plat, which is an approximate 10.82-acre residential development with 66 single family lots. 2. Approve the Mississippi Landing 3rd Addition Development Agreement with Rachel Devel- opment, Inc. and authorize execution of all easements, deeds, and agreements required for the plat and project. 3. Adopt Resolution 2026-025 approving the Mississippi Landing 3rd Addition Development Plans dated January 26, 2026, prepared by Alliant Engineering, and as modified by request of the City Engineer. Attachments Mississippi Landing 3rd Addition Final Plat Mississippi Landing 3rd Addition Development Agreement Mississippi Landing 3rd Addition Development Plans dated January 26, 2026 Engineer’s Comments Review Letter dated January 14, 2026 CITY OF COTTAGE GROVE, MINNESOTA RESOLUTION APPROVING THE FINAL PLAT NAMED WHEREAS, Rachel Development, LLC applied for a final plat to develop a residential subdivision named Mississippi Landing 3rd Addition. This subdivision consists of 66 detached single-family homes and is located on the 10.82-acre property legally described as: Outlot B, MISSISSIPPI LANDING 2ND ADDITION, according to the recorded plat thereof, Washington County, Minnesota. WHEREAS, the Planning Commission held the public hearing for the preliminary plat and Planned Unit Development (PUD) for the proposed Mississippi Landing subdivision on January 22, 2024; and WHEREAS, the City Council subsequently accepted the Planning Commission's recom- mendations and approved the preliminary plat and Planned Unit Development (PUD) (Resolution 2024-029) on February 21, 2024; and WHEREAS, City staff found the Mississippi Landing 3rd Addition final plat substantially consistent with the approved preliminary plat and Planned Unit Development (PUD) plan. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the final plat for a residential subdivision plat named “Mississippi Landing 3rd Addition” and the Development Agreement and authorize execution of all documents related thereto subject to the following conditions: 1. The Developer and builders must comply with all City ordinances and policies. 2. The Developer must abide by the conditions stipulated in Resolution No. 2024-029, which approved the Mississippi Landing preliminary plat, except as hereafter modified. 3. All utility, drainage, and development construction must conform to the plan set dated January 26, 2026, and include the completion of the comments included in the January 14, 2026, letter from Bolton & Menk and any subsequent review comments by the City Engineer. 4. Development of this project must comply with the grading and erosion control plans as approved by the City Engineer. 5. After the site is rough graded, but before any utility construction commences or build- ing permits are issued, the erosion control plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if it is determined that the methods implemented are insufficient to properly control erosion. 6. The home builder for each lot shall post a letter of credit or cash escrow to the City for the estimated cost of the required park boundary markers, boulevard tree, yard trees, and shrubs on each lot as outlined in the development agreement. Before final City of Cottage Grove, Minnesota financial guarantees are released, a certificate signed by a registered engineer must be provided. This certificate will state that all final lot and building grades are in conformance to the grading and drainage development plan(s) approved by the City Engineer. 7. All monument signs must comply with the City’s Sign Ordinance, must be placed on private property, a building permit secured, and must be under the control of the HOA. 8. All mailboxes and location of mailboxes must comply with the U.S. Post Office guide- lines and regulations. Mailboxes placed at the curb shall all be the same design and color. 9. Hours of all construction type operations as outlined in the development agreement shall be followed for all material work on site. Passed this 4th day of February 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk MISSISSIPPI LANDING 3RD ADDITION SURVEYOR'S CERTIFICATE I Daniel Ekrem, Licensed Land Surveyor, 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 this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ____ day of ______________________, 20____ ________________________________________________________ Daniel Ekrem, Licensed Land Surveyor Minnesota License No. 57366 STATE OF MINNESOTA COUNTY OF ___________________ This instrument was acknowledged before me on this ____ day of ______________________, 20____, by Daniel Ekrem, Licensed Land Surveyor. ________________________________________(Signature) ________________________________________(Print) Notary Public, _________________ County, Minnesota My Commission Expires __________________________. CITY OF COTTAGE GROVE, MINNESOTA This plat was approved by the City Council of Cottage Grove, Minnesota, this ____ day of ______________________, 20____, and hereby certifies compliance with all the requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. Signed: ________________________________________ Signed: ________________________________________ Mayor Clerk COUNTY SURVEYOR Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ____ day of ______________________, 20____. By:________________________________________ By: ________________________________________ Washington County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9 and Section 272.12, taxes payable in the year 20____, 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 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 KNOW ALL PERSONS BY THESE PRESENTS: That Rachel Development, Inc., a Minnesota corporation, owner of the following described property situated in the County of Washington, State of Minnesota to wit: Outlot B, MISSISSIPPI LANDING 2ND ADDITION, Washington County, Minnesota. Has caused the same to be surveyed and platted as MISSISSIPPI LANDING 3RD ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Rachel Development, Inc., a Minnesota corporation, has caused these presents to be signed by Donald J. Rachel, CEO on this ____ day of ______________________, 20____. Signed: Rachel Development, Inc. By: ________________________________________ Donald J. Rachel, CEO STATE OF _________________________________ COUNTY OF _______________________________ This instrument was acknowledged before me on this ____ day of ______________________, 20____, by Donald J. Rachel, CEO, of Rachel Development, Inc., a Minnesota corporation on behalf of the corporation. ________________________________________ (Signature) ________________________________________(Print) Notary Public, _________________ County, ______________________ My Commission Expires __________________________. Sheet 1 of 4 Sheets R=270.00 L=38.84 =8°14'35" C.Brg=S45°21'32"W R=270.00 L=104.79 =22°14'16" C.Brg=S88°09'33"W R=190.00 L=192.47 =58°02'26" S0 0 ° 3 9 ' 1 9 " W 50 . 0 5 S89°40'18"W 515.00 N1 1 ° 1 1 ' 0 3 " W 4 9 1 . 3 5 N63°5 4 ' 3 2 " E 215.5 2 R=60.00 L=90.68 =86°35'27" C.Brg=N81°45'43"E N35°03'26"E 38.77 S89°21'23"E 224.19 S71°39 ' 1 4 " E 212.04 S89°21'23"E 103.57 S72°45'08"E 55.45 S56°08'54"E 55.45 S39°32'39"E 55.45 S22°56'24"E 55.45 S06°20'10"E 55.45 S10°16'05"W 55.45 S26°52'19"W 55.45 S43°28'34"W 55.45 S60°04'49"W 36.09 S75°06'08"W 67.96 S67°5 6 ' 0 9 " E 4 2 5 . 3 4 131. 1 1 487. 5 8 N54° 3 0 ' 4 1 " W 6 1 8 . 6 9 15 0 + / - M I S S I S S I P P I R I V E R N21°16'40"E 50.99 S76°11'22"W 68.15 S84°38'53"W 68.15 N86°53'21"W 68.16 N78°25'50"W 68.16 N69°58'14"W 68.16 N61°30'38"W 68.16 N53°03'02"W 68.15 N44°22'32"W 62.59 N44°29'10"W 52.51 N38°18'26"W 78.48 N37°37'09"W 78.76 N10°27'13"W 26.86 N12°37'53"W 102.54 N20°57'14"W 93.33 S0 0 ° 1 9 ' 4 2 " E 19 0 . 0 0 S2 9 ° 0 3 ' 5 4 " E 3 9 1 . 9 7 N34 ° 4 2 ' 1 6 " W 5 4 0 . 4 8 N3 2 ° 3 4 ' 0 4 " W 4 7 2 . 2 7 N3 0 ° 0 2 ' 2 6 " W 18 9 . 6 8 S56° 1 6 ' 5 2 " E 298. 8 0 N89°40'18"E 3.33 N00°19'42"W 130.25 S81°57'57"E 51.42 N60°56'06"E 25.00 N42 ° 4 7 ' 3 8 " W 103 . 2 7 S55°42'56"W 120.76 S34°17'04"E 23.51 N33°27'01"W 65.95 N05°16'35"W 54.69 N13°42'15"W 47.40 N28°38'47"W 43.75 N42°33'55"W 48.12 N42°50'22"W 50.66 N55°10'38"W 42.24 N72°31'51"W 42.24 N89°53'05"W 42.24 N67°18'04"E 39.41 N63°46'15"E 63.79 S59°31'31"W 69.32 S1 1 ° 0 4 ' 4 5 " W 17 1 . 0 6 S77°07'11"E 114.22 S83°46'48"W 48.31 S64°58'59"W 89.76 S36°54'11"W 89.76 S08°49'23"W 89.76 S18°58'03"E 89.88 S29°13'28"E 40.45 N87°15'26"E 24.78 S68°59 ' 0 6 " E 44.88 N26°35'18"E 123.94 S70°56'19"E 120.00 S1 9 ° 0 3 ' 4 1 " W 12 5 . 0 4 S70°56 ' 1 9 " E 120.00 S70°43'51"E 38.17 S58°55'40"E 29.46 S40°56'37"E 30.21 R=270.00 L=16.74 =3°33'07" C.Brg=N59°42'56"W C=16.73 R=330.00 L=69.52 =12°04'16" C.Brg=N63°58'31"W C=69.40 S32°03'37"W 60.00 OUTLOT C N49°46'20"W 43.19 N36°25'50"W 32.22N23°42'08"W 32.09 N17°04'03"W 164.86 N73°32'3 1 " E 125.01 S1 7 ° 0 4 ' 0 3 " E 18 5 . 0 1 N73°32'31"E 123.66 N62°51'09"E 60.94 N72°55' 5 7 " E 125.00 S87°46'02"E 179.01 N20°30'58"W 112.41 N2 7 ° 0 2 ' 4 1 " W 14 7 . 2 1 N52°11'36"W 67.06 S83°39'20"E 60.00 N78°26'14" E 101.09 R=290.00 L=30.37 =6°00'00" C.Brg=N30°34'17"W C=30.36 R=180.00 L=106.55 =33°54'56" S06°20'40"W 119.27 R=200.00 L=93.07 =26°39'46" R=330.00 L=113.36 =19°40'57" S56°59'34"E 60.00 R=260.00 L=4.55 =1°00'08" C.Brg=N32°30'22"E C=4.55 S76°40'31 " E 129.27 S13°19'29"W 52.57 S01°25'20"E 26.86 N13°19'29"E 16.48 S76°40'31 " E 139.42 N59°20'17"W 62.21 S59°49'25"E 72.40 S68°57 ' 2 8 " E 72.38 S80°57'21"E 72.31 S82°40'52"E 69.31 N74°50'28"W 63.62 N70°34'42"W 65.07 N67°56 ' 0 9 " W 195.00 S2 2 ° 0 3 ' 5 1 " W 13 0 . 0 0 N67°56'09"W 22.99 S2 2 ° 0 3 ' 5 1 " W 13 2 . 0 0 N69°28'22"W 89.60 S87°39'09"W 83.92 13 0 . 0 0 MISSISSIPPI LANDING 3RD ADDITION 0 SCALE IN FEET SCALE IN FEET 75 150 300 SITE NE 1/4 SW 1/4 NW 1/4N THE MOST EASTERLY LINE OF OUTLOT B, MISSISSIPPI LANDING 2ND ADDITION HAS AN ASSUMED BEARING OF S00°39'19"W. LEGEND Denotes 1/2 inch x 18 inch iron pipe monument set marked by license no. 57366, unless otherwise shown. Denotes found 1/2 inch iron pipe monument, marked 57366, unless otherwise shown. Sheet 2 of 4 Sheets VICINITY MAP S. 30, T. 27, R. 21 NOT TO SCALE 1 INCH = 150 FEET Denotes found mag nail N SE 1/4 108TH S T R E E T S O U T H 4 5 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 6 7 OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G N0 0 ° 1 9 ' 4 2 " W 1 9 0 . 0 0 N0 0 ° 1 9 ' 4 2 " W 1 3 0 . 2 5 S87°39'09"W 83.92 N69°28 ' 2 2 " W 8 9 . 6 0 N67°56 ' 0 9 " W 1 9 5 . 0 0 N70°34 ' 4 2 " W 6 5 . 0 7 N74°50'2 8 " W 6 3 . 6 2 S82°40'52"E 69 . 3 1 S80°57'21"E 7 2 . 3 1 S68°57 ' 2 8 " E 7 2 . 3 8 S2 1 ° 4 0 ' 2 8 " W 1 3 6 . 0 0 S59° 4 9 ' 2 5 " E 7 2 . 4 0 N59° 2 0 ' 1 7 " W 6 2 . 2 1 S76°40'31 " E 1 3 9 . 4 2 S1 3 ° 1 9 ' 2 9 " W 1 8 0 . 9 4 S67°56 ' 0 9 " E 3 1 3 . 4 4 N67°56 ' 0 9 " W 4 2 5 . 3 4 S62°4 3 ' 0 7 " E 1 3 1 . 6 2 N82°53'39"W 58.11 S75°06'0 8 " W 67.96 S43 ° 2 8 ' 3 4 " W 55. 4 5 S2 6 ° 5 2 ' 1 9 " W 55 . 4 5 S89°21'23"E 103.57 S71°39 ' 1 4 " E 2 1 2 . 0 4 S89°21'23"E 224.19 N63°5 4 ' 3 2 " E 2 1 5 . 5 2 N1 1 ° 1 1 ' 0 3 " W 4 9 1 . 3 5 N76°40'31 " W 1 2 9 . 2 7 N1 4 ° 0 8 ' 5 8 " E 6 5 . 0 1 N1 3 ° 1 9 ' 2 9 " E 6 5 . 0 0 N1 3 ° 0 6 ' 4 4 " E 6 5 . 0 0 N0 9 ° 5 9 ' 2 6 " E 5 9 . 2 1 S81°06'41"W 1 2 9 . 8 6 N89°58'28"W 73.52 S67°4 2 ' 3 0 " E 1 3 2 . 1 8 N81°57'57"W 51.42 N89°40'18"E 28.77 S2 2 ° 0 3 ' 5 1 " W 1 3 0 . 0 0 S2 2 ° 0 3 ' 5 1 " W 1 3 2 . 0 0 S76°40'31 " E 1 2 8 . 1 2 N1 3 ° 1 9 ' 2 9 " E 52 . 5 7 N01°25'20"W 26.86 N64°2 0 ' 3 9 " E 19.76 N0 2 ° 0 3 ' 1 7 " W 57 . 4 6 N70°52 ' 3 9 " W 51.51 S80°23'29"W 42.45S60° 0 4 ' 4 9 " W 36.09 S1 0 ° 1 6 ' 0 5 " W 55 . 4 5 S0 6 ° 2 0 ' 1 0 " E 55 . 4 5 S2 2 ° 5 6 ' 2 4 " E 55 . 4 5 S39 ° 3 2 ' 3 9 " E 55. 4 5 S56° 0 8 ' 5 4 " E 55.4 5 S72°45' 0 8 " E 55.45 N35 ° 0 3 ' 2 6 " E 38. 7 7 R=60.00 L=90.68 Δ=8 6°35'26" C.Br g=N81°45'43"E C=82.29 S56° 5 9 ' 3 4 " E 60.0 0 S81°13'38"W 60.00 N89°40'18"E 3.33 R=300.00 L=103.06 Δ=19°40'57" C.Brg=S23°09'57"W C=102.55 R=4 2 0 .0 0 L =161.9 8 Δ=2 2°05' 50" C.B r g=S 2 °16 ' 3 4 " W C=160.98 R=500.00 L=176.63 Δ=20°14'24" R=250.00 L=137.70 Δ=31°33'35" R=430.00 L=150.54 Δ=20°03'33" R=160.00L=62.53Δ=22°23'33" S0 9 ° 2 1 ' 1 6 " W 1 3 7 . 6 2 S2 2 ° 0 3 ' 5 1 " W 1 3 0 . 0 0 S2 2 ° 0 3 ' 5 1 " W 1 3 0 . 0 0 S2 2 ° 0 3 ' 5 1 " W 1 3 0 . 0 0 S2 2 ° 0 3 ' 5 1 " W 1 3 3 . 0 0 S1 4 ° 3 4 ' 4 2 " W 1 3 6 . 0 0 S1 4 ° 3 4 ' 4 2 " W 1 3 6 . 0 0 S1 8 ° 0 6 ' 0 8 " W 1 3 6 . 0 0 N2 2 ° 0 3 ' 5 1 " E 1 3 0 . 0 0 N2 2 ° 0 3 ' 5 1 " E 1 3 0 . 0 0 N2 2 ° 0 3 ' 5 1 " E 1 3 0 . 0 0 N2 2 ° 0 3 ' 5 1 " E 1 3 0 . 0 0 N2 2 ° 0 3 ' 5 1 " E 1 3 0 . 0 0 N2 1 ° 2 8 ' 5 5 " E 1 3 0 . 0 3 N1 3 ° 3 0 ' 5 4 " E 1 3 6 . 6 3 N0 5 ° 3 2 ' 5 4 " E 1 3 2 . 1 4 N1 6 ° 1 5 ' 0 4 " E 1 3 3 . 5 1 N3 1 ° 0 8 ' 1 7 " E 1 3 2 . 1 1 28.77 17.49 22.99 65.00 65.00 65.00 65.00 62.57 67.50 67.50 68.98 26.58 20.31 32.10 99.00 98.12 13 2 . 5 2 16 . 4 8 18 0 . 9 4 30.00 30.00 30.0 0 30.0 0 L=50.81Δ=22°23'33" L=42.15Δ=12°42'35" L=32.11 =9°40'58" 12.96 R=260.00 L=4.55 =1°00'08" C.Brg=N32°30'22"E C=4.55 L=92.75 Δ=19°40'57" R=330.00 L=113.36 Δ=19°40'57" C.Brg=S23°09'57"W C=112.81 L =15 0.41 Δ=2 2 ° 0 5 ' 5 0 " L =131.2 4 Δ=16 ° 4 2 ' 3 7 " R=450.00 L=14.23 =1°48'42" C.Brg=S7°52'01"E C=14.23 L=164.78Δ=17°48'48" L=166.03Δ=20°14'24" L=22.45 =2°25'36" L=28.43 =5°49'00" L=64.04Δ=13°06'19" L=66.48Δ=17°18'49" L=54.70Δ=14°14'46"L=28.45 =3°32'35" L=61.76Δ=12°38'16" L=69.39Δ=9°56'23" L=2.40 =0°20'39" L=63.96Δ=7°58'01" L=63.96Δ=7°58'01" L=68.24Δ=9°46'31" 1.94 17 9 . 0 0 108TH S T R E E T S O U T H GO O D W I N A V E N U E S O U T H 26.58 68.98 67.50 67.50 68.57 82.70 43.51 65.00 65.00 65.00 13 0 . 0 0 30 . 0 0 30 . 0 0 28.77 L=4.67 =0°34'56" 77.52 54.10 R=390.00 L=0.79 =0°06'57" C.Brg=S8°49'50"E C=0.79 5 6 7 OUTLOT G N67°56 ' 0 9 " W 425.34 S80°23'29"W 4 2 . 4 5 N0 5 ° 3 2 ' 5 4 " E 13 2 . 1 4 46 7 S1 4 ° 3 4 ' 4 2 " W 1 3 6 . 0 0 R=2 8 0.0 0 L=61.7 6 Δ=12°3 8 '16 " R=4 0 0.0 0 L=6 9.3 9 Δ=9 °5 6 '2 3" L=2.40 =0°20'39" 108TH STREET SOUTH S81°06'41"W 129.86 S81°13'38"W 60.00 R=390.00 L=0.79 =0°06'57" C.Brg=S8°49'50"E C=0.79 OUTLOT E OUTLOT G GOODWIN AVENUE SOUTH MISSISSIPPI LANDING 3RD ADDITION 0 SCALE IN FEET SCALE IN FEET 25 50 100 10 10 5 5 Being 5 feet in width and adjoining side lot lines and 10 feet in width and adjoining rear lot lines and right of way lines, unless otherwise indicated on the plat. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: NOT TO SCALE Sheet 3 of 4 Sheets LEGEND Drainage & Utility Easement INSET A 1 INCH = 50 FEET THE MOST EASTERLY LINE OF OUTLOT B, MISSISSIPPI LANDING 2ND ADDITION HAS AN ASSUMED BEARING OF S00°39'19"W. Denotes found mag nail Denotes 1/2 inch x 18 inch iron pipe monument set marked by license no. 57366, unless otherwise shown. Denotes found 1/2 inch iron pipe monument, marked 57366, unless otherwise shown. N N N N 1 2 12 13 14 15 1 2 3 4 5 6 7 11 10 9 8 7 6 5 4 3 2 1 1 OUTLOT A GO O D W I N A V E N U E S O U T H OUTLOT A S1 7 ° 0 4 ' 0 3 " E 3 4 5 . 1 6 R=300.00L=214.01Δ=40°52'20"C.Brg=N37°30'13"W C=209.50 S2 6 ° 3 5 ' 1 8 " W 1 2 3 . 9 4 N1 7 ° 0 4 ' 0 3 " W 1 6 4 . 8 6 N73°32'3 1 " E 1 2 5 . 0 1 N62°5 1 ' 0 9 " E 6 0 . 9 4 S72°55' 5 7 " W 1 2 5 . 0 0 S87°46'02"E 179.01 S1 7 ° 0 4 ' 0 3 " E 3 3 0 . 0 0 N3 2 ° 3 4 ' 0 4 " W 4 7 2 . 2 7 N42 ° 4 7 ' 3 8 " W 1 0 3 . 2 7 N3 0 ° 0 2 ' 2 6 " W 1 8 9 . 6 8 S56° 1 6 ' 5 2 " E 2 9 8 . 8 0 S55° 4 2 ' 5 6 " W 1 2 0 . 7 6 S70°56 ' 1 9 " E 1 2 0 . 0 0 S1 9 ° 0 3 ' 4 1 " W 1 2 5 . 0 4 N1 7 ° 0 4 ' 0 3 " W 1 8 5 . 0 1 S1 9 ° 0 2 ' 3 6 " E 49 . 0 5 S2 6 ° 5 6 ' 0 8 " E 51 . 8 8 S34 ° 0 1 ' 2 7 " E 51. 7 0 S34 ° 3 1 ' 2 8 " E 51. 8 7 S44 ° 5 5 ' 0 0 " E 51. 9 5 S51 ° 2 7 ' 4 2 " E 51.9 5 S58° 0 0 ' 2 4 " E 51.9 5 S2 8 ° 4 3 ' 1 5 " W 1 2 5 . 0 0 S70°43 ' 5 1 " E 38.17 S58° 5 5 ' 4 0 " E 29.46S40°56'37"E 30.21 S34°17'04"E 23.51 N49 ° 4 6 ' 2 0 " W 43.1 9 N36°25'50"W 32.22 N23°42'08"W 32.09 N3 2 ° 0 3 ' 3 7 " E 60 . 0 0 R=270.00 L=16.74 =3°33'07" C.Brg=N59°42'56"W C=16.73 R=330.00 L=69.52 =12°04'16" C.Brg=N63°58'31"W C=69.40 L=50.29Δ=8°43'54"L= 1 9 . 2 3 =3 ° 2 0 ' 2 2 " L= 1 8 . 4 6 =3° 1 2 ' 2 0 " L=37.70 Δ=6°32'42"L=37.70 Δ=6°32'42"L=37.70 Δ=6°32'42" L=37.70 Δ=6°32'42" L=37.70 Δ=6°32'42" L=28.46 =4°56'30" 9.83 L=0.71 =0°09'00" L=60.48 Δ=12°50'02" L=60.12 Δ=12°45'31" L=71.30Δ=15°07'47" 40 . 0 0 40 . 0 0 40 . 0 0 45 . 0 0 45 . 0 0 40 . 0 0 40 . 0 0 40 . 0 0 40 . 0 0 40 . 0 0 40 . 0 0 45 . 0 0 45 . 0 0 40 . 0 0 40 . 0 0 40 . 0 0 40 . 0 0 40 . 0 0 40 . 0 0 44 . 8 6 46 . 1 9 40 . 0 0 40 . 0 0 39 . 2 9 N47 ° 1 1 ' 2 4 " E 1 2 5 . 0 0 N59° 5 6 ' 5 6 " E 1 2 5 . 0 0 N72°55' 5 7 " E 1 2 5 . 0 0 N72°55' 5 7 " E 1 2 5 . 0 0 N72°55' 5 7 " E 1 2 5 . 0 0 N72°55' 5 7 " E 1 2 5 . 0 0 S35 ° 1 5 ' 5 7 " W 1 2 5 . 0 0 S41 ° 4 8 ' 3 9 " W 1 2 5 . 0 0 S48 ° 2 1 ' 2 1 " W 1 2 5 . 0 0 S54° 5 4 ' 0 3 " W 1 2 1 . 5 1 S61°2 6 ' 4 5 " W 1 2 3 . 5 0 S67°59 ' 2 7 " W 1 2 5 . 0 0 S72°55' 5 7 " W 1 2 5 . 0 0 S72°55' 5 7 " W 1 2 5 . 0 0 S72°55' 5 7 " W 1 2 5 . 0 0 S72°55' 5 7 " W 1 2 5 . 0 0 S72°55' 5 7 " W 1 2 5 . 0 0 S72°55' 5 7 " W 1 2 5 . 0 0 S72°55' 5 7 " W 1 2 5 . 0 0 S72°55' 5 7 " W 1 2 5 . 0 0 30.47 30.47 30 . 0 0 30 . 0 0 39 . 2 9 3 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 7 6 5 4 3 2 1 AV E N U E S O U T H GO O D W I N OUTLOT A 1 1 OUTLOT A GOODVIEW AVENUE SOUTH R=230.00 L=107.03 Δ=26°39'46" C.Brg=N19°40'33"E C=106.07 S0 6 ° 2 0 ' 4 0 " W 1 1 9 . 2 7 R=500.00 L=267.79Δ=30°41'11" R=320.00L=112.72Δ=20°10'58" R=210.00 L=124.31 Δ=3 3 ° 5 4 ' 5 6 " S1 7 ° 0 4 ' 0 3 " E 13 . 4 9 S83°39'20"E 54.68 N79°54'35"E 36.00 N69°10 ' 2 2 " W 60.00 N50 ° 3 7 ' 3 3 " E 60.0 0 R=17 5.0 0 L=5 0.2 0 Δ=16 °2 6 '05" 61 . 3 7 57 . 9 0 S73°32'3 1 " W 1 2 3 . 6 6 S72°55' 5 7 " W 1 2 5 . 0 0 N2 0 ° 3 0 ' 5 8 " W 1 1 2 . 4 1 N2 7 ° 0 2 ' 4 1 " W 1 4 7 . 2 1 N52 ° 1 1 ' 3 6 " W 6 7 . 0 6 N78°26'14" E 1 0 1 . 0 9 S83°39'20"E 60.0 0 S0 6 ° 2 0 ' 4 0 " W 1 1 9 . 2 7 S56° 5 9 ' 3 4 " E 6 0 . 0 0 N62°5 1 ' 0 9 " E 6 0 . 9 4 N76°40'31 " W 1 2 9 . 2 7 N68°54 ' 2 0 " W 7 1 . 3 5 N89°50'54"W 76.46 S62°2 1 ' 5 5 " W 9 1 . 3 9 S89°40'18"W 515.00 S2 9 ° 0 3 ' 5 4 " E 3 9 1 . 9 7 N34 ° 4 2 ' 1 6 " W 5 4 0 . 4 8 S70°41 ' 3 2 " E 70.73 S52 ° 0 2 ' 0 5 " E 9 1 . 3 9 S2 3 ° 2 6 ' 0 5 " E 9 1 . 3 9 S0 5 ° 0 9 ' 5 5 " W 9 1 . 3 9 S33 ° 4 5 ' 5 5 " W 9 1 . 3 9 S17°04'03"E 38.08 S2 4 ° 0 7 ' 2 3 " E 36 . 3 5 S29°18'43"E 36.32 S35 ° 2 0 ' 4 6 " E 36. 3 2 S39 ° 4 5 ' 5 8 " E 36. 3 8 S47 ° 4 9 ' 1 6 " E 39.4 1 S42 ° 2 0 ' 4 3 " E 51. 3 5 S36 ° 0 8 ' 5 3 " E 51. 3 5 S2 9 ° 5 7 ' 0 3 " E 51 . 3 5 S2 3 ° 2 1 ' 3 8 " E 57 . 8 6 N76°40'31 " W 40.30 S1 3 ° 1 9 ' 2 9 " W 52 . 5 7 N0 1 ° 2 5 ' 2 0 " W 26 . 8 6 S0 0 ° 3 9 ' 1 9 " W 50 . 0 6 N60°56'06"E 25.00 30.47 30.47 30.0 0 30.0 0 R=200.00 L=93.07 Δ=26°39'46" C.Brg=N19°40'33"E C=92.23 R=260.00 L=4.55 =1°00'08" C.Brg=N32°30'22"E C=4.55 L=30 . 7 5 =6°46 ' 3 6 " R=180.00 L=106.55 Δ=33°54'56" R=290.00 L=30.37 =6°00'00" C.Brg=N30°34'17"W C=30.36 L=85.69 Δ=18°53'02" 27 . 9 0 24.68 L=30.43 =8°30'21" L= 1 2 . 0 2 =3 ° 2 1 ' 3 1 " L= 3 2 . 5 3 =3 1 ° 0 3 ' 5 8 " L= 3 4 . 4 5 =3 2 ° 5 3 ' 4 0 " L= 2 9 . 9 5 =2 8 ° 3 6 ' 0 0 " L=2 9 . 9 5=28° 3 6 ' 0 0 " L=29.95 =28°36'00" L=29.95 =28°36'00" L= 2 9 . 9 5 =28 ° 3 6 ' 0 0 " L= 3 0 . 3 4 =2 8 ° 5 8 ' 1 2 " L=45.01 Δ=42°58'43" L=21.87 =20°53'22" L= 2 6 . 0 9 =1 0 ° 1 8 ' 2 7 " 24.68 31 . 3 8 R=60.0 0 L=313.95 Δ=29 9 °47'55" C.Brg=N9°16'24" W C=60.18 L=37.83 =9°01'53" L=9 9.84 Δ=23 ° 50'08" L=4. 3 9 =1°02 ' 5 5 " L=33 . 4 6 =5°2 8 ' 4 1 " L=37.86 Δ=6°11'50" L=37.86 Δ=6°11'50" L= 1 4 . 1 1 =2° 1 8 ' 3 7 " L= 2 7 . 5 4 =3° 2 1 ' 2 5 " L=49.50 Δ=6°02'02" L=49.50 Δ=6°02'02" L=49.50 Δ=6°02'02" L=49.50 Δ=6°02'02" L=44.94 Δ=4°51'30" L=38.53 =4°09'55" L=43.33 =4°41'02" L=43.16 =4°39'56" L=38.37 =4°08'53" L=38.37 =4°08'52" L=37.16 =4°01'04"L=71.78 Δ=14°10'58" 8.16 18 . 8 2 L=26.20 =3°11'38" N68°04 ' 2 8 " E 1 2 2 . 1 0 N63°5 4 ' 3 3 " E 1 2 5 . 0 0 N59° 1 3 ' 3 1 " E 1 2 6 . 3 0 N54° 3 3 ' 3 5 " E 1 3 2 . 0 0 N50 ° 2 4 ' 4 2 " E 1 3 6 . 8 3 N46 ° 1 5 ' 5 0 " E 1 2 7 . 9 1 S69°44 ' 2 0 " W 1 2 4 . 4 6 S63°4 2 ' 1 8 " W 1 2 5 . 0 0 S57° 4 0 ' 1 5 " W 1 2 5 . 0 0 S51 ° 3 8 ' 1 3 " W 1 2 5 . 0 0 S45 ° 3 6 ' 1 1 " W 1 2 3 . 9 7 S44 ° 3 3 ' 2 3 " W 1 2 5 . 0 0 S50 ° 4 5 ' 1 2 " W 1 2 5 . 0 0 S56° 5 7 ' 0 2 " W 1 2 5 . 0 0 S63°0 8 ' 5 2 " W 1 2 5 . 0 1 N0 2 ° 1 7 ' 2 4 " W 1 3 8 . 1 9 N0 2 ° 1 7 ' 2 4 " W 1 2 8 . 5 3 S2 3 ° 3 9 ' 5 5 " W 1 2 5 . 0 0 S52 ° 1 5 ' 5 5 " W 1 2 5 . 0 0 S80°51'55"W 1 2 5 . 0 0 N70°32 ' 0 5 " W 1 2 5 . 0 0 N41 ° 5 6 ' 0 5 " W 1 2 5 . 0 0 N1 3 ° 2 0 ' 0 5 " W 1 2 5 . 0 0 S0 6 ° 2 0 ' 4 0 " W 1 2 4 . 0 3 N0 6 ° 2 0 ' 4 0 " E 1 3 2 . 4 7 8.89 9.41 48.7 6 39 . 6 5 53 . 9 6 S69°20 ' 4 2 " W 6 6 . 8 0 S75°36'5 5 " W 59.68 40.91 18.77 S87°46'02"E 179.01 40.91 18.77 64 . 8 2 47 . 5 9 53 . 6 0 2 3 4 L=0.71 =0°09'0 0 " L=60.48 Δ=12°50'02" N72°55' 5 7 " E 1 2 5 . 0 0 GO O D W I N AV E N U E S O U T H S1 7 ° 0 4 ' 0 3 " E 39 . 2 9 25 26 27 1 S70°41 ' 3 2 " E 70.73 S2 3 ° 2 1 ' 3 8 " E 57 . 8 6 S69°20 ' 4 2 " W 6 6 . 8 0 S75°36'5 5 " W 5 9 . 6 8 GO O D W I N AV E N U E S O U T H 28 18.77 40.91 R=240.00 L=37.83 Δ=9°01'53" R=240.00 L=99.84 Δ=23°50'08" Δ 0 SCALE IN FEET SCALE IN FEET 25 50 100 10 10 5 5 Being 5 feet in width and adjoining side lot lines and 10 feet in width and adjoining rear lot lines and right of way lines, unless otherwise indicated on the plat. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: NOT TO SCALE Sheet 4 of 4 Sheets LEGEND Drainage & Utility Easement INSET C 1 INCH = 50 FEET MISSISSIPPI LANDING 3RD ADDITION THE MOST EASTERLY LINE OF OUTLOT R, MISSISSIPPI LANDING 1ST ADDITION HAS AN ASSUMED BEARING OF S00°39'19"W. Denotes 1/2 inch x 18 inch iron pipe monument set marked by license no. 57366, unless otherwise shown. Denotes found 1/2 inch iron pipe monument, marked 57366, unless otherwise shown. N INSET B N N GLENBROOK AVENUE S. 108TH STREET S. GOODVIEW AVENUE S. WB-01D NWL:710.80 HWL:713.83 WB-01C NWL:708.47 HWL:713.04 WB-01B NWL:707.07 HWL:710.78 WB-01A NWL:707.07 HWL:710.78 POND 5 NWL:714.00 HWL:719.05 POND 6 NWL:711.00 HWL:714.46 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 POND 3 NWL:718.5 HWL:723.24 SW LOW POINT HWL:931.70 108TH STREET S. TR A I L C TRAIL E TRAIL D TRAIL D TR A I L D TRAIL E TRA I L E TRA I L E TR A I L F OU T L O T C 12 TR A I L C TR A I L A TR A I L B TR A I L E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH ST R E E T S . WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLO C K 3 BLOCK 4 BLOCK 5 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33343536 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 7 6 5 4 3 2 1 GO O D W I N A V E N U E S . 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E OUTLOT G OUTLOT D OUTLOT D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 4 3 2 1 9 8 7 6 5 4 3 2 1 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 21 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 4 OUTLOT Q 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GLE N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 1 OU T L O T J OU T L O T K BLOC K 8 OUTLOT M BL O C K 9 STREE T S . 106T H MISS I S S I P P I DUNE S T R A I L S . OUTL O T L BLOCK 6 BL O C K 5 BLOCK 4 BLO C K 7 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B AV E N U E S . GO O D W I N OUTLOT P "PARK" OUTLOT B CLOUD TRAIL S. GREY GR E Y C L O U D T R A I L S . GR E Y C L O U D TR A I L S . OUTL O T E AVEN U E S . GOO D V I E W OUT L O T F OUTLOT B OUTLOT A BLOCK 1 BLOCK 2 104 T H S T R E E T S . 103R D S T . S . OUTLOT S BLOCK 3 OUT L O T H MIS S I S S I P P I DU N E S TR A I L S . BLOCK 6 BLOCK 7 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G NATURAL GAS NSP GAS STUB NATURAL GAS GREY CLOUD SLOUGH 19-5 P CITY PARK PRESERVE CITY PARK PRESERVE www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of DEVELOPER Rachel Development 4180 Napier Court NE Saint Michael, MINNESOTA 55376 Email: swolbeck@racheldevelopment.com Contact: Steve Wolbeck CONSULTANT Alliant Engineering, Inc. Marquette Avenue South, Suite 700 Minneapolis, MN 55402 Phone: 612.758.3080 Fax: 612.758.3099 ENGINEER Ben Palazzolo License No. 6166861668 Email: bpalazzolo@alliant-inc.com SURVEYOR Dan Ekrem License No. 57366 Email: dekrem@alliant-inc.com LANDSCAPE ARCHITECT John Gronhovd License No. 59233 Email: jgronhovd@alliant-inc.com CONTACT LIST PLAN SUBMISSION/REVISION MATRIX #SHEET DESCRIPTION X X 20 2 6 - 0 1 - 2 6 Cover Sheet X X PLAN SUBMISSION/REVISION MATRIX #SHEET DESCRIPTION X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 20 2 5 - 1 2 - 0 3 NOTE: -HORIZONTAL DATUM IS NAD 83 -VERTICAL DATUM IS NAVD 88. -CITY OF COTTAGE GROVE STANDARD SPECIFICATIONS AND DETAILS FOR STREET AND UTILITY CONSTRUCTION, DATED 2025 SHALL GOVERN ALL IMPROVEMENTS ON THE PROJECT 2-5 6-10 11-14 15-19 22-23 24-28 Erosion & Sediment Control Plan Pond And Infiltration Details Grading & Drainage Plan Site Plan Existing Conditions Plan Construction Details Lighting Plan Signage Plan Road Grading Profiles VICINITY MAP Scale: 1"=5000' N Mississippi Landing 3rd Addition & Mass Grading Cottage Grove, Minnesota Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 1 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Co v e r S h e e t 1 54 1 20 Erosion & Sediment Control Plan Notes & Details29 50-53 43 Sanitary Sewer & Watermain Plan30 Sanitary Sewer & Watermain Plan & Profiless31-34 Storm Sewer Plan35 Intersection Details42 Street & Storm Sewer Plan & Profiles36-41 Tree Preservation Plan54 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 Civil Engineer under the laws of the State of Minnesota. Landscape Plan45-48 Landscape Plan - Details49 Trail Grading Profiles21 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 d e t a i l . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 0 : 0 6 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Co n s t r u c t i o n D e t a i l s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 2 54 22Know what's below. Call before you dig. R Dial 811 Know what's below. Call before you dig. R Dial 811 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 d e t a i l . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 0 : 1 0 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Co n s t r u c t i o n D e t a i l s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 3 54 33 SANITARY SEWER SERVICE INVERT ELEVATION PROVIDED ON ON PLANS AT END OF TAIL RISER ALLIANT MODIFIED/NOTED Know what's below. Call before you dig. R Dial 811 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 d e t a i l . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 0 : 1 3 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Co n s t r u c t i o n D e t a i l s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 4 54 44 ALLIANT MODIFIED/NOTED 3. NO BEDROCK IS ALLOWED WITHIN 1 FOOT OF CLASS 5 BOTTOM. IN AREAS OF BEDROCK, 1 FT MINIMUM SELECT GRANULAR MUST BE PLACED ABOVE BEDROCK NOTE: INTEND TO USE APPROPRIATE ONSITE MATERIAL FOR ROAD BASE (BELOW CLASS 5) www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 d e t a i l . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 0 : 1 7 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Co n s t r u c t i o n D e t a i l s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 5 54 55Know what's below. Call before you dig. R Dial 811 GLENBROOK AVENUE S. 108TH STREET S. WB-01D NWL:710.80 HWL:713.83 WB-01C NWL:708.47 HWL:713.04 WB-01B NWL:707.07 HWL:710.78 WB-01A NWL:707.07 HWL:710.78 POND 5 NWL:714.00 HWL:719.05 POND 6 NWL:711.00 HWL:714.46 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 POND 3 NWL:718.5 HWL:723.24 SW LOW POINT HWL:931.70 108TH STREET S. OU T L O T C 12 TR A I L A TR A I L B TR A I L E WB-01D NWL:710.80 HWL:713.83 12 13 14 15 16 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 OUTLOT G OUTLOT D OUTLOT D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 4 3 2 1 9 8 7 6 5 4 3 2 1 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 21 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 4 OUTLOT Q 9 OUTLOT Q GOODWIN AVENUE S. GO O D V I E W AV E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 1 OU T L O T J OU T L O T K BLOC K 8 OUTLOT M BL O C K 9 STRE E T S . 106T H MISS I S S I P P I DUN E S T R A I L S . OUTL O T L BLOCK 6 BL O C K 5 BLOCK 4 BLO C K 7 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B OUTLOT P "PARK" OUTLOT B CLOUD TRAIL S. GREY GR E Y C L O U D T R A I L S . GR E Y C L O U D TR A I L S . OUT L O T E AVEN U E S . GOO D V I E W OUT L O T F OUTLOT B OUTLOT A BLOCK 1 BLOCK 2 104 T H S T R E E T S . 103R D S T . S . OUTLOT S BLOCK 3 OUT L O T H MIS S I S S I P P I DU N E S TR A I L S . NATURAL GAS NSP GAS STUB NATURAL GAS IRRIGATION 103RD STREET S. 103RD STREET S. 103RD STREET S. GR E Y C L O U D T R A I L S . GR E Y C L O U D T R A I L S . GRE Y C L O U D T R A I L S . BUR L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D GREY CLOUD SLOUGH 19-5 P CITY PARK PRESERVE CITY PARK PRESERVE GR E Y C L O U D T R A I L S . OUTLOT B (DO NOT DISTURB) (DO NOT DISTURB) OUTLOT B INFILTRATION 3 BOTTOM:730.9 HWL:731.73 Know what's below. Call before you dig. R Dial 811 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e c o n . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 0 : 5 1 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Ex i s t i n g C o n d i t i o n s - O v e r a l l Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 6 54 66 NOTES: LEGEND: 0 SCALE IN FEET 100 200 400 N WB-01D NWL:710.80 HWL:713.83 POND 3 NWL:718.5 HWL:723.24 WB-01D NWL:710.80 HWL:713.83 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 4 3 2 1 14 15 16 17 21 3 4 5 6 7 8 9 OUTLOT Q GOODWIN AVENUE S. GO O D V I E W AV E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 4 OUTLOT B REMOVE TEMPORARY CUL-DE-SAC AND VACATE TEMPORARY EASEMENT TREE REMOVAL LIMITS (PREVIOUSLY CLEARED) SALVAGE EX. HYDRANT AND GATE VALVE (SEE SHEET 31) www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e c o n . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 0 : 5 5 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Ex i s t i n g C o n d i t i o n s P l a n - V i e w A Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 7 54 770 SCALE IN FEET 25 50 100 N 108TH STREET S. POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 SW LOW POINT HWL:931.70 108TH STREET S. TR A I L A TR A I L B 12 13 14 15 16 62 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 7 8 9 10 11 BLOCK 2 OUTLOT M BL O C K 9 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT S MIS S I S S I P P I DU N E S TR A I L S . CITY PARK PRESERVE REMOVE TEMPORARY CUL-DE-SAC AND VACATE TEMPORARY EASEMENT (DO NOT DISTURB) TREE REMOVAL LIMITS (PREVIOUSLY CLEARED) OUTLOT B www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e c o n . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 0 : 5 8 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Ex i s t i n g C o n d i t i o n s P l a n - V i e w B Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 8 54 880 SCALE IN FEET 25 50 100 N POND 2 NWL:727.0 HWL:731.88 OUTLOT B OUTL O T B BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D MASS GRADED OUTLOT B TREE REMOVAL LIMITS (PREVIOUSLY CLEARED) INFILTRATION 3 BOTTOM:730.9 HWL:731.73 TREE REMOVAL LIMITS (PREVIOUSLY CLEARED) EXISTING TREES TO BE REMOVED IN PHASE 3 (SEE SHEET 54) www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e c o n . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 1 : 0 3 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Ex i s t i n g C o n d i t i o n s P l a n - V i e w C Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 9 54 990 SCALE IN FEET 25 50 100 N TR A I L B CITY PARK PRESERVE CITY PARK PRESERVE OUTLOT B (DO NOT DISTURB) (DO NOT DISTURB) TREE REMOVAL LIMITS (PREVIOUSLY CLEARED) OUTLOT B TREE REMOVAL LIMITS (PREVIOUSLY CLEARED) EXISTING TREES TO BE REMOVED IN PHASE 3 (SEE SHEET 54) www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e c o n . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 1 : 0 7 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Ex i s t i n g C o n d i t i o n s P l a n - V i e w D Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 10 54 10100 SCALE IN FEET 25 50 100 N GLENBROOK AVENUE S. 108TH STREET S. WB-01D NWL:710.80 HWL:713.83 WB-01C NWL:708.47 HWL:713.04 WB-01B NWL:707.07 HWL:710.78 WB-01A NWL:707.07 HWL:710.78 POND 5 NWL:714.00 HWL:719.05 POND 6 NWL:711.00 HWL:714.46 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 POND 3 NWL:718.5 HWL:723.24 SW LOW POINT HWL:931.70 108TH STREET S. TR A I L C TRAIL E TRAIL D TRAIL D TR A I L D TRAIL E TRA I L E TRA I L E TR A I L F OU T L O T C 12 TR A I L C TR A I L A TR A I L B TR A I L E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLO C K 3 BLOCK 4 BLOCK 5 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33343536 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 7 6 5 4 3 2 1 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E OUTLOT G OUTLOT D OUTLOT D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 4 3 2 1 9 8 7 6 5 4 3 2 1 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 21 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 4 OUTLOT Q 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GLE N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 1 OU T L O T J OU T L O T K BLOC K 8 OUTLOT M BL O C K 9 STRE E T S . 106T H MISS I S S I P P I DUN E S T R A I L S . OUTL O T L BLOCK 6 BL O C K 5 BLOCK 4 BLO C K 7 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B OUTLOT P "PARK" OUTLOT B CLOUD TRAIL S. GREY GR E Y C L O U D T R A I L S . GR E Y C L O U D TR A I L S . OUT L O T E AVEN U E S . GOO D V I E W OUT L O T F OUTLOT B OUTLOT A BLOC K 1 BLOCK 2 104 T H S T R E E T S . 103R D S T . S . OUTLOT S BLOCK 3 OUT L O T H MIS S I S S I P P I DU N E S TR A I L S . BLOCK 6 BLOCK 7 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G F-15 NATURAL GAS NSP GAS STUB NATURAL GAS 103RD STREET S. 103RD STREET S. 103RD STREET S. GR E Y C L O U D T R A I L S . GR E Y C L O U D T R A I L S . GRE Y C L O U D T R A I L S . BUR L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D GREY CLOUD SLOUGH 19-5 P CITY PARK PRESERVE CITY PARK PRESERVE VIEW C VIEW A VIEW B 108T H S T R E E T S . GOODVIEW AVENUE S. GOODVIEW AVEN U E S . GO O D W I N GO O D W I N A V E N U E S . 107TH S T R E E T S . GOO D V I E W AVEN U E S . (DO NOT DISTURB) (DO NOT DISTURB) AV E N U E S . SMALL (40') SINGLE FAMILY LOTS SMALL (40') SINGLE FAMILY LOTS (WITH SIDEWALK FRONTAGE) (WITHOUT SIDEWALK FRONTAGE) FAMILY LOT LARGE (65') SINGLE Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 100 200 400 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s i t e . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 1 : 2 0 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Si t e P l a n - O v e r a l l Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 11 54 1111 SITE PLAN LOT DATA: SITE NOTES: LEGEND: DEVELOPMENT LOT DETAILS MAINTENANCE ACCESS SECTION INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 POND 4 NWL:717.0 HWL:721.71 POND 3 NWL:718.5 HWL:723.24 TR A I L C TRA I L E TR A I L F TR A I L C WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 2 BLO C K 3 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 11 10 9 8 7 6 5 4 3 2 1 7 6 5 4 3 2 1 2 3 4 5 6 36 1 3 4 5 67 8 9 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E GOOD W I N A V E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A OUTLOT C F-15 BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D GO O D W I N A V E N U E S . 107TH S T R E E T S . GOO D V I E W AVEN U E S . Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s i t e . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 1 : 2 2 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Si t e P l a n - V i e w A Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 12 54 1212 INFILTRATION 1 BOTTOM:716.0 HWL:721.72 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 TRAIL E TRAI L D TR A I L D TRAIL E TR A I L E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 BLO C K 1 BL O C K 1 BLO C K 3 BLOCK 4 20 21 22 23 24 25 5 6 7 8 4 5 6 7 8 26 27 28 29 30 31 32 33 3435 36 5 4 3 2 1 OUTLOT B OUTL O T B F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OUTLOT A OUTLOT D OUTLOT F OUTLOT E OUTLOT G BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D 108T H S T R E E T S . GOODVIEW AVENUE S. GOODVIEW AVE N U E S . GO O D W I N AV E N U E S . Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s i t e . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 1 : 2 3 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Si t e P l a n - V i e w B Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 13 54 1313 POND 4 NWL:717.0 HWL:721.72 POND 2 NWL:727.0 HWL:731.88 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 108TH STREET S. TRAIL E TRAI L D TR A I L D TR A I L A TR A I L B INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 BLOCK 3 BLOCK 4 BLOCK 5 23 24 25 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 3435 36 2 1 16 17 18 19 8 9 10 11 BLOCK 10 BLOCK 9 OUTL O T B BLOCK 6 BLOCK 7 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G CITY PARK PRESERVE 108T H S T R E E T S . GOODVIEW AVENUE S. GOODVIEW AVE N U E S . GO O D W I N (DO NOT DISTURB) AV E N U E S . Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s i t e . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 1 : 2 5 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Si t e P l a n - V i e w C Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 14 54 1414 GLENBROOK AVENUE S. 108TH STREET S. GOODVIEW AVENUE S. WB-01D NWL:710.80 HWL:713.83 WB-01C NWL:708.47 HWL:713.04 WB-01B NWL:707.07 HWL:710.78 WB-01A NWL:707.07 HWL:710.78 POND 5 NWL:714.00 HWL:719.05 POND 6 NWL:711.00 HWL:714.46 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 POND 3 NWL:718.5 HWL:723.24 SW LOW POINT HWL:931.70 108TH STREET S. TR A I L C TRAIL E TRAIL D TRAIL D TR A I L D TRAIL E TRA I L E TRA I L E TR A I L F OU T L O T C 12 TR A I L C TR A I L A TR A I L B TR A I L E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH ST R E E T S . WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLO C K 3 BLOCK 4 BLOCK 5 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33 343536 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 7 6 5 4 3 2 1 GO O D W I N A V E N U E S . 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E OUTLOT G OUTLOT D OUTLOT D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 4 3 2 1 9 8 7 6 5 4 3 2 1 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 21 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 4 OUTLOT Q 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GLE N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 1 OU T L O T J OU T L O T K BLOC K 8 OUTLOT M BL O C K 9 STRE E T S . 106T H MISS I S S I P P I DUN E S T R A I L S . OUTL O T L BLOCK 6 BL O C K 5 BLOCK 4 BLO C K 7 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B AV E N U E S . GO O D W I N OUTLOT P "PARK" OUTLOT B CLOUD TRAIL S. GREY GR E Y C L O U D T R A I L S . GR E Y C L O U D TR A I L S . OUT L O T E AVEN U E S . GOO D V I E W OU T L O T F OUTLOT B OUTLOT A BLOC K 1 BLOCK 2 104 T H S T R E E T S . 103R D S T . S . OUTLOT S BLOCK 3 OUT L O T H MIS S I S S I P P I DU N E S TR A I L S . BLOCK 6 BLOCK 7 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G NATURAL GAS NSP GAS STUB NATURAL GAS 103RD STREET S. 103RD STREET S. 103RD STREET S. GR E Y C L O U D T R A I L S . GR E Y C L O U D T R A I L S . GRE Y C L O U D T R A I L S . BUR L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D GREY CLOUD SLOUGH 19-5 P CITY PARK PRESERVE CITY PARK PRESERVE GR E Y C L O U D T R A I L S . (DO NOT DISTURB) (DO NOT DISTURB) Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 100 200 400 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 g r a d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 2 : 1 7 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Gr a d i n g P l a n - O v e r a l l V i e w Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 15 54 1515 GRADING NOTES: GRADING LEGEND: 65' LOT HOLD DOWN DETAILS LOOKOUT PAD WALKOUT PAD SUBGRADE CORRECTION FULL BASEMENT PAD 52.5' LOT HOLD DOWN DETAILS LOOKOUT PAD WALKOUT PAD SUBGRADE CORRECTION SLAB ON GRADE PAD 40' LOT HOLD DOWN DETAILS SUBGRADE CORRECTION SLAB ON GRADE PAD PLAN VIEW: FULL BASEMENT INSET A SLAB ON GRADE PAD WITH SIDEWALK 40' WIDE LOT GRADING DETAIL FULL BASEMENT PAD BEDROCK SUBCUT DETAILS SLAB ON GRADE PAD FULL BASEMENT PAD LOOKOUT PAD WALKOUT PAD www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s i t e . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 2 : 3 0 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Gr a d i n g P l a n - N o t e s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 16 54 1616 WB-01D NWL:710.80 HWL:713.83 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 POND 4 NWL:717.0 HWL:721.71 POND 3 NWL:718.5 HWL:723.24 TR A I L C TRA I L E TR A I L F TR A I L C WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 2 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 11 10 9 8 7 6 5 4 3 2 1 7 6 5 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E 4 3 2 1 14 15 16 17 21 3 4 5 6 7 8 9 OUTLOT Q GOOD W I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GL E N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 4 AV E N U E S . GO O D W I N OUTLOT B OUTLOT C www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 g r a d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 3 : 2 0 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Gr a d i n g P l a n - V i e w A Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 17 54 17170 SCALE IN FEET 25 50 100 N GOODVIEW AVENUE S. INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 TRAIL E TRAI L D TRAIL E TR A I L E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 108TH S T R E E T S . BLO C K 1 BL O C K 1 BLO C K 3 BLOCK 4 14 15 16 17 18 19 20 21 22 23 24 25 5 6 7 8 4 5 6 7 8 26 27 28 29 30 31 32 33 3435 36 7 6 5 4 3 2 1 GO O D W I N A V E N U E S . OUTLOT B OUTL O T B AV E N U E S . GO O D W I N OUTLOT C OUTLOT A OUTLOT D OUTLOT F OUTLOT E BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 g r a d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 3 : 3 6 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Gr a d i n g P l a n - V i e w B Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 18 54 18180 SCALE IN FEET 25 50 100 N GOODVIEW AVENUE S. NWL:727.0 HWL:731.88 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 108TH STREET S. TRAIL E TRAIL D TRAI L D TR A I L D TR A I L A TR A I L B INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH S T R E E T S . BL O C K 1 BLOCK 4 BLOCK 5 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 29 30 31 32 33 3435 36 GO O D W I N A V E N U E S . 18 19 10 11 BLOCK 10 BLOCK 9 OUTL O T B BLOCK 6 BLOCK 7 OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G CITY PARK PRESERVE (DO NOT DISTURB) www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 g r a d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 3 : 5 1 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Gr a d i n g P l a n - V i e w C Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 19 54 19190 SCALE IN FEET 25 50 100 N ROAD G PROFILE ROAD H PROFILE ROAD J PROFILE ROAD I PROFILE ROAD G PROFILE ROAD I PROFILE ROAD K PROFILE Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 50 100 200 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 p r o f i l e . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 4 : 4 1 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Ro a d G r a d i n g P r o f i l e s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 20 54 2020 107TH STREET GOODWIN AVENUE S. GOODVIEW AVENUE S. GOODVIEW AVENUE S. CUL-DE-SAC 107TH STREET S GOODVIEW AVE S. GOODWIN COURT TRAIL E PROFILE TRAIL A PROFILE TRAIL B PROFILE TRAIL D PROFILE TRAIL C PROFILE Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 50 100 200 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 t r a i l . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 5 : 1 8 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Tr a i l G r a d i n g P r o f i l e s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 21 54 2121 TRAIL E PROFILE TRAIL A PROFILE TRAIL B PROFILE TRAIL D PROFILE TRAIL C PROFILE TRAIL SLOPE CROSS SECTION A 1.5% TRAIL SLOPE CROSS SECTION B 1.5% SEE CITY TYPICAL CROSS SECTION STR-9 FOR TRAIL DIMENSIONS AND FURTHER DETAIL. MAKE TRANSITION FROM CROSS SLOPE A TO B IN 20'. TRAIL SHALL HAVE A 5' SECTION THAT THE TRAIL IS 0% POND 4 AND INFILTRATION 1 PROFILE Pond 4 and Infiltration 1 PROFILE BURLINGTON NO R T H E R N S A N T A F E R A I L R O A D GO O D V I E W A V E N U E S . TR A I L E TRAIL EBLOCK 1 BLOCK 1 BLO C K 1 BLOCK 3 BLO C K 1 0 12 13 14 15 16 17 18 19 20 21 22 23 24 25 8 26 27 28 29 30 31 32 33 34 35 36 7 6 5 4 3 2 1 21 20 19 GO O D W I N A V E N U E S . AVENUE S . GOODW I N OUT L O T A F-1 5 INFILTRATION 1 MASS GRADING BOTTOM:716.0 FINISHED BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION BASIN NOTES: POND NOTES: POND 4 OCS (OCS 1701) 721.9 717.5 IE:716.5 15" 5' DIA 4" 721.0 Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 p o n d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 6 : 4 4 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Po n d 4 & I n f i l t r a t i o n 1 - P r o f i l e & D e t a i l s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 22 54 2222 LEGEND: Infiltration 4 PROFILE INFILTRATION 4 PROFILE TR A I L D TRAIL D F- 2 F- 3 F- 4 OU T L O T E INFILTRATION 4 MASS GRADING BOTTOM:729.0 FINISHED BOTTOM:728.0 HWL:729.51 INFILTRATION BASIN NOTES: Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 10 20 40 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 p o n d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 7 : 0 3 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g In f i l t r a t i o n 4 - P r o f i l e & D e t a i l s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 23 54 2323 LEGEND: GLENBROOK AVENUE S. 108TH STREET S. GOODVIEW AVENUE S. WB-01D NWL:710.80 HWL:713.83 WB-01C NWL:708.47 HWL:713.04 WB-01B NWL:707.07 HWL:710.78 WB-01A NWL:707.07 HWL:710.78 POND 5 NWL:714.00 HWL:719.05 POND 6 NWL:711.00 HWL:714.46 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 POND 3 NWL:718.5 HWL:723.24 SW LOW POINT HWL:931.70 108TH STREET S. TR A I L C TRAIL E TRAIL D TRAIL D TR A I L D TRAIL E TRA I L E TRA I L E TR A I L F OU T L O T C 12 TR A I L C TR A I L A TR A I L B TR A I L E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH ST R E E T S . WB-01D NWL:710.80 HWL:713.83 BLOCK 5 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLOCK 9 BLO C K 3 BLOCK 10 BLOCK 11 BL O C K 1 1 BLOCK 1 2 BLOCK 1 2 BLOCK 4 BLOCK 5 57 58 59 60 61 62 63 64 65 66 67 68 69 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 8 1 2 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33 343536 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 22 21 20 19 18 54 55 56 910111213141516 7 6 5 4 3 2 1 2120191817 1615 14 13 12 11 10 9 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 GO O D W I N A V E N U E S . 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E OUTLOT G OUTLOT D OUTLOT D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 4 3 2 1 9 8 7 6 5 4 3 2 1 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 21 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 4 OUTLOT Q 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GLE N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 1 OU T L O T J OU T L O T K BLOC K 8 OUTLOT M BL O C K 9 STRE E T S . 106T H MISS I S S I P P I DUN E S T R A I L S . OUTL O T L BLOCK 6 BL O C K 5 BLOCK 4 BLO C K 7 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B AV E N U E S . GO O D W I N OUTLOT P "PARK" OUTLOT B CLOUD TRAIL S. GREY GR E Y C L O U D T R A I L S . GR E Y C L O U D TR A I L S . OUT L O T E AVEN U E S . GOO D V I E W OU T L O T F OUTLOT B OUTLOT A BLOC K 1 BLOCK 2 104 T H S T R E E T S . 103R D S T . S . OUTLOT S BLOCK 3 OUT L O T H MIS S I S S I P P I DU N E S TR A I L S . BL O C K 1 2 BLO C K 5 BLOCK 6 BLOCK 7 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G F-15 NATURAL GAS NSP GAS STUB NATURAL GAS 103RD STREET S. 103RD STREET S. 103RD STREET S. GR E Y C L O U D T R A I L S . GR E Y C L O U D T R A I L S . GRE Y C L O U D T R A I L S . BUR L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D GREY CLOUD SLOUGH 19-5 P CITY PARK PRESERVE CITY PARK PRESERVE GR E Y C L O U D T R A I L S . Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 100 200 400 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e s c p . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 7 : 5 7 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Er o s i o n & S e d i m e n t C o n t r o l P l a n - O v e r a l l Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 24 54 2424 NOTES: LEGEND: DND NOTE TO CONTRACTOR: RESPONSIBLE PARTY: EROSION CONTROL RESPONSIBLE PARTY: SITE IMPERVIOUS DATA*: VICINITY MAP NOT TO SCALE 1 MILE SWPPP BMP QUANTITIES*: WB-01D NWL:710.80 HWL:713.83 POND 5 NWL:714.00 HWL:719.05 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 POND 4 NWL:717.0 POND 3 NWL:718.5 HWL:723.24 TRA I L E TR A I L F TR A I L C WB-01D NWL:710.80 HWL:713.83 BLOCK 5 BLO C K 1 BL O C K 1 BL O C K 2 BLOCK 9 12 13 14 15 16 1 2 3 4 5 6 7 8 11 10 9 8 7 6 5 4 3 2 1 910111213141516 1 2 3 4 5 6 8 9 10 11 12 13 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E 21 3 4 5 6 7 8 9 OUTLOT Q GOOD W I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BLOCK 4 OUTLOT B OUTLOT H F-15 BURLINGTON NORTHERN SA N T A F E R A I L R O A D DND DND DND www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e s c p . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 8 : 1 1 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Er o s i o n & S e d i m e n t C o n t r o l P l a n - V i e w A Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 25 54 25250 SCALE IN FEET 25 50 100 N POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 108TH STREET S. TR A I L A TR A I L B 108TH S T R E E T S . BLO C K 3 BLOCK 10 BLOCK 11 BL O C K 1 1 BLOCK 1 2 BLOC K 1 2 BLOCK 4 BLOCK 5 60 61 62 1 2 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 4 3 2 1 191817 1615 14 13 12 11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 12 13 14 15 16 17 18 19 4 5 6 7 8 9 10 11 BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTL O T B OUTLOT S BLOCK 6 BLOCK 7 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OU T L O T B OUTLOT D OUTLOT F OUTLOT G CITY PARK PRESERVE DND DND www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e s c p . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 8 : 2 5 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Er o s i o n & S e d i m e n t C o n t r o l P l a n - V i e w B Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 26 54 26260 SCALE IN FEET 25 50 100 N GOODVIEW AVENUE S. POND 2 NWL:727.0 HWL:731.88 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 TR A I L C TRAIL E TRAI L D TRAIL E TR A I L E INFILTRATION 4 108TH S T R E E T S . BLO C K 1 BL O C K 1 BLOCK 9 BLO C K 3 BLOCK 10 BLOCK 11 BL O C K 1 1 BLOCK 4 BLOCK 5 69 14 15 16 17 18 19 20 21 22 23 24 25 8 2 4 5 6 7 8 3 4 5 6 7 8 26 27 28 29 30 31 32 33 3435 36 910111213141516 7 6 5 4 3 2 1 2120191817 1615 14 13 12 11 10 9 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 GO O D W I N A V E N U E S . OUTLOT B OUTL O T B AV E N U E S . GO O D W I N F-1 F-2 F-3 F-4 F-7 F-8 F-9 F-10 F-11 F-12 OUTLOT C OUTLOT A OUTLOT D OUTLOT E F-15 BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D DND DND DND DND DND DND DND www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e s c p . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 8 : 4 0 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Er o s i o n & S e d i m e n t C o n t r o l P l a n - V i e w C Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 27 54 27270 SCALE IN FEET 25 50 100 N INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 TRAIL E TRAIL D TRAI L D TR A I L D TRAIL E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH S T R E E T S . BLOCK 5 2 3 4 5 6 7 8 5 6 7 8 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OUTLOT D OUTLOT F OUTLOT E OUTLOT G CITY PARK PRESERVE CITY PARK PRESERVE DND DND DND DND DND DND www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e s c p . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 8 : 5 5 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Er o s i o n & S e d i m e n t C o n t r o l P l a n - V i e w D Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 28 54 28280 SCALE IN FEET 25 50 100 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 e s c p . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 8 : 5 7 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Er o s i o n & S e d i m e n t C o n t r o l P l a n - N o t e s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 29 54 2929 EROSION CONTROL SCHEDULE: FINAL STABILIZATION: EROSION CONTROL GENERAL NOTES: POLLUTION PREVENTION MANAGEMENT MEASURES: SEDIMENT CONTROL PRACTICES: EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: EROSION AND SEDIMENT CONTROL AMENDMENT: ACTIVE SWPPP LEGEND TEMPORARY SEDIMENTATION BASIN STANDPIPE OUTLET II. SECTION A-A III. BASIN STANDPIPE AND EMERGENCY OVERFLOW PIPE OUTLET EMERGENCY OVERFLOW- MnDOT 3601 CLASS II RIP RAP OVER MnDOT 3733 TYPE III GEOTEXTILE FABRIC D = DIAMETER OF STANDPIPE EQUAL TO DIAMETER OF PIPE PERFORATED STANDPIPE 1"-2" DIAM. ROCK, CONE EQUAL TO 1 3 Z NOTE: PIPE MATERIAL SHOULD BE RIGID OUTLET- MnDOT 3601CLASS II RIP RAP OVER MnDOT 3733 TYPE III GEOTEXTILE FABRIC 6" BELOW 10-YR STORM 3 1 BERM STABILIZED WITH MnDOT 3885 CATEGORY 3 EROSION CONTROL BLANKET OVERFLOW NOTES: BASIN USED FOR 10 ACRES DRAINAGE AREA OR MORE. DESIGN RUNOFF VOLUME IS FROM A 2-YR, 24-HR STORM PER ACRE DRAINED TO THE BASIN. BASIN VOLUME MUST BE A MIN. OF 1800 CUBIC FEET/ACRE. SEE PLANS/SPECIFICATIONS FOR BASIN DIMENSIONS AND PIPE SIZE AND SLOPE. ANTI-SEEPAGE COLLAR PIPE STANDPIPE & ROCK MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABLE 3886-1 (MACHINE SLICED) I. PLAN VIEW A W DRAINAGE WAY A 6' MIN.L = VARIABLE INLET STANDPIPE PIPE Z D 10' MIN. 6' M I N . 2 1 EMERGENCY OVERFLOW 3 4" HOLES SPACED 8" TO 10" ON CENTER ANTISEEPAGE COLLAR (TYP.) CL CONSTRUCTION SEQUENCING: INFILTRATION BASIN NOTES: GLENBROOK AVENUE S. 108TH STREET S. GOODVIEW AVENUE S. WB-01D NWL:710.80 HWL:713.83 WB-01C NWL:708.47 HWL:713.04 WB-01B NWL:707.07 HWL:710.78 WB-01A NWL:707.07 HWL:710.78 POND 5 NWL:714.00 HWL:719.05 POND 6 NWL:711.00 HWL:714.46 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 POND 3 NWL:718.5 HWL:723.24 SW LOW POINT HWL:931.70 108TH STREET S. TR A I L C TRAIL E TRAIL D TRAIL D TR A I L D TRAIL E TR A I L E TRA I L E TR A I L F OU T L O T C 12 TR A I L C INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH ST R E E T S . WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLO C K 3 BLOCK 4 BLOCK 5 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33 343536 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 7 6 5 4 3 2 1 GO O D W I N A V E N U E S . 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRAI L E INFILTRATION 3 BOTTOM:730.9 HWL:731.73 OUTLOT G OUTLOT D OUTLOT D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 4 3 2 1 9 8 7 6 5 4 3 2 1 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 21 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 4 OUTLOT Q 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GLE N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 1 OU T L O T J OU T L O T K BLOC K 8 OUTLOT M BL O C K 9 STRE E T S . 106T H MISS I S S I P P I DUN E S T R A I L S . OUTL O T L BLOCK 6 BL O C K 5 BLOCK 4 BLO C K 7 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B AV E N U E S . GO O D W I N OUTLOT P "PARK" OUTLOT B CLOUD TRAIL S. GREY GR E Y C L O U D T R A I L S . GR E Y C L O U D TR A I L S . OUT L O T E AVEN U E S . GOO D V I E W OU T L O T F OUTLOT B OUTLOT A BLOC K 1 BLOCK 2 104 T H S T R E E T S . 103R D S T . S . OUTLOT S BLOCK 3 OUT L O T H MIS S I S S I P P I DU N E S TR A I L S . BLOCK 6 BLOCK 7 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G F-15 NATURAL GAS NSP GAS STUB NATURAL GAS 103RD STREET S. 103RD STREET S. 103RD STREET S. GR E Y C L O U D T R A I L S . GR E Y C L O U D T R A I L S . GRE Y C L O U D T R A I L S . BUR L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D GREY CLOUD SLOUGH 19-5 P CITY PARK PRESERVE CITY PARK PRESERVE Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 100 200 400 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Sa n i t a r y S e w e r & W a t e r m a i n P l a n www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N S D LEGEND: UTILITY NOTES: Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 u t i l . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 9 : 1 8 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 30 54 3030 ROAD H PROFILE PO N D 4 NW L : 7 1 7 . 0 HW L : 7 2 1 . 7 1 TRA I L E TRA I L F GO O D W I N A V E N U E S . AVENUE S . GOODWIN F- 1 5 GOOD W I N A V E N U E S . GO O D V I E W A V E N U E S . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1 2 3 4 5 6 7 7 6 5 4 3 2 1 BLOCK 2 BLOCK 3 BLOCK 1 BLOCK 1 BLOC K 1 24 25 26 27 Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Sa n i t a r y S e w e r & W a t e r m a i n P l a n & Pr o f i l e s s www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N 0 SCALE IN FEET 25 50 100 LEGEND: GENERAL NOTES: GOODWIN AVENUE S. Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 u 1 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 3 9 : 5 9 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 31 54 3131 IN F I L T R A T I O N 3 FI N I S H E D B O T T O M : 7 3 0 . 9 MA S S G R A D I N G B O T T O M : 7 3 1 . 9 HW L : 7 3 1 . 7 3 TR A I L E TR A I L D TRAIL D IN F I L T R A T I O N 4 FI N A L B O T T O M : 7 2 8 . 0 MA S S G R A D I N G B O T T O M : 7 2 9 . 0 HW L : 7 2 9 . 5 1 GO O D V I E W A V E N U E S GOODWIN AVENUE S. GO O D V I E W A V E N U E S . GOODWIN AVE N U E S . 36 35 34 F-1 F-2 F-3 F-4 F-5 F-6 F-10 F-9 F-14 F-13 GOODWIN A V E N U E S . OUTLOT E OU T L O T D OU T L O T F ROAD J PROFILE TRAIL E TR A I L E BL O C K 1 25 26 27 28 29 30 31 32 33 343536 F-1 OUTLOT A BURLINGTON NORTHERN SANTA FE R A I L R O A D GOODVIEW AVENUE S GO O D W I N A V E N U E S . GOODVIEW AVENUE S. GO O D W I N A V E N U E S . Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Sa n i t a r y S e w e r & W a t e r m a i n P l a n & P r o f i l e s www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N 0 SCALE IN FEET 25 50 100 LEGEND: GENERAL NOTES: GOODWIN AVENUE S. Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 u 1 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 0 : 1 0 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 32 54 3232 GOODVIEW AVENUE S.GOODVIEW AVENUE S. CUL-DE-SAC N 0 SCALE IN FEET 25 50 100 ROAD F PROFILE 108TH STREET S. TR A I L B TR A I L A TR A I L A TR A I L B 19 10 11 BLOCK 10 BLOCK 9 108TH S T R E E T S . 1 8 7 8 76 F-11 F-12 F-7 F-8 6 5 4 3 2 1 1 2 1 2 3 4 5 BLOCK 5 BLOCK 4 BLOCK 6 BLOCK 7 Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Sa n i t a r y S e w e r & W a t e r m a i n P l a n & P r o f i l e s www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N 0 SCALE IN FEET 25 50 100 LEGEND:GENERAL NOTES: GOODVIEW AVENUE S. Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 u 2 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 0 : 5 5 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 33 54 3333 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731 . 9 HWL:731.73 INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729 . 0 HWL:729.51 108TH STR E E T S . BOTTOM:730.9 HWL:731.73 8 8 7 F-11 F-12 F-13 F-14 F-7 F-8 F-9 F-10 F-6 F-5 F-4 F-3 F-2 OUTLOT F OUTLOT D OUTLOT E BL O C K 1 BLO C K 3 12 13 14 15 16 17 18 7 7 6 5 4 AV E N U E S . GO O D W I N F-15 Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Sa n i t a r y S e w e r & W a t e r m a i n P l a n & P r o f i l e s www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N 0 SCALE IN FEET 25 50 100 LEGEND: GENERAL NOTES: Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 u 2 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 1 : 0 7 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 34 54 3434 107TH STREET S.108TH STREET S. N 0 SCALE IN FEET 25 50 100 GLENBROOK AVENUE S. 108TH STREET S. GOODVIEW AVENUE S. WB-01D NWL:710.80 HWL:713.83 WB-01C NWL:708.47 HWL:713.04 WB-01B NWL:707.07 HWL:710.78 WB-01A NWL:707.07 HWL:710.78 POND 5 NWL:714.00 HWL:719.05 POND 6 NWL:711.00 HWL:714.46 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 POND 3 NWL:718.5 HWL:723.24 SW LOW POINT HWL:931.70 108TH STREET S. TR A I L C TRAIL E TRAIL D TRAIL D TR A I L D TRAIL E TR A I L E TRA I L E TR A I L F OU T L O T C 12 TR A I L C INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH ST R E E T S . WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLO C K 3 BLOCK 4 BLOCK 5 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33 343536 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 7 6 5 4 3 2 1 GO O D W I N A V E N U E S . 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRAI L E INFILTRATION 3 BOTTOM:730.9 HWL:731.73 OUTLOT G OUTLOT D OUTLOT D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 4 3 2 1 9 8 7 6 5 4 3 2 1 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 21 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 4 OUTLOT Q 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GLE N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 1 OU T L O T J OU T L O T K BLOC K 8 OUTLOT M BL O C K 9 STRE E T S . 106T H MISS I S S I P P I DUN E S T R A I L S . OUTL O T L BLOCK 6 BL O C K 5 BLOCK 4 BLO C K 7 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B AV E N U E S . GO O D W I N OUTLOT P "PARK" OUTLOT B CLOUD TRAIL S. GREY GR E Y C L O U D T R A I L S . GR E Y C L O U D TR A I L S . OUT L O T E AVEN U E S . GOO D V I E W OU T L O T F OUTLOT B OUTLOT A BLOC K 1 BLOCK 2 104 T H S T R E E T S . 103R D S T . S . OUTLOT S BLOCK 3 OUT L O T H MIS S I S S I P P I DU N E S TR A I L S . BLOCK 6 BLOCK 7 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G NATURAL GAS NSP GAS STUB NATURAL GAS 103RD STREET S. 103RD STREET S. 103RD STREET S. GR E Y C L O U D T R A I L S . GR E Y C L O U D T R A I L S . GRE Y C L O U D T R A I L S . BUR L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D GREY CLOUD SLOUGH 19-5 P CITY PARK PRESERVE CITY PARK PRESERVE WB-01D OCS (ex. OCS 1601) PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTASTO - 23 STANDARD SKIMMER STRUCTURE WITH WEIR WALL LOW SIDE ELEV.=714.3 6" ORIFICE/NWL GRATE DETAIL SECTION * D 1.5' 2'6" 6" 5' DIA 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149,H MOD.) MANHOLE STEPS SHALL BE PLACED SO THAT LOCATION IS PERPENDICULAR TO THE BARS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" MAX ON CENTER. ALUMINUM STEPS APPROVED. * D (TOP OF STRUCTURE SLOPE) 12" OR 24" DIAMETER >48" DIA SKIMMER OPENING VARIES, SEE CHART MANHOLE DIAMETER SKIMMER OPENING 5'4.5'x1.5' 6'6'x1.5' _HOLE FOR 29x18" ARCH. RCP IE: 710.80. DOGHOUSES MUST BE MORTARED BOTH INSIDE AND OUTSIDE OF STRUCTURE HIGH SIDE OUTER RING PROVIDE 4 - 1/2" SS ANCHOR BOLTS FLAT STEEL BARS @ 4" O.C. NO PERPENDICULAR SUPPORT BARS ALLOWED FOR STRUCTURES LESS THAN 84" DIA. HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS WITH HEAVY DUTY HINGES ABLE TO SUPPORT 250 LBS/SF AND BE ABLE TO REMOVE ONE SECTION FOR ACCESS TO STEPS BY REMOVING NUTS FROM TWO ANCHOR BOLTS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO FABRICATION. FINISH GROUND PROFILE AROUND SKIMMER STRUCTURE WEIR TOP ELEV. 712.80 ELEV.=710.80 2.0' SEE STORM SEWER PLAN AND PROFILE SHEETS FOR SPECIFIC STRUCTURE ELEVATIONS. FILL SUMP WITH MORTAR AND COMPLETE INVERT 6" WALL W/ #4 @8" OC, EW BOTTOM OF SKIMMER ELEV:710.80. CLEAR SEDIMENT TO PROVIDE 6" FROM SKIMMER BOTTOM (SEE DETAIL) 6" ORIFICE IE: 710.80 TOP OF TEMPORARY WEIR IE:711.50 TOP OF WEIR IE:712.80 3' 5' BOTTOM OF WEIR/BOTTOM OF STRUCTURE: 708.80 OCS 1601 WEIR DETAIL FILL EX. 6" ORIFICE FILL TEMPORARY WEIR NOTCH TO TOP OF WEIR 5' Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 100 200 400 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g St o r m S e w e r P l a n www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N S D LEGEND: Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s t r m . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 1 : 2 3 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 35 54 3535 STORM SEWER NOTES: ROAD H PROFILE PO N D 4 NW L : 7 1 7 . 0 HW L : 7 2 1 . 7 1 IN F I L T R A T I O N 3 BLOCK 1 BLOCK 1 BLOC K 1 BLOCK 2 BLOCK 3 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 26 27 111098765 4 3 2 7 6 5 4 3 2 1 IN F I L T R A T I O N 3 F- 1 5 GO O D V I E W A V E N U E S . GOOD W I N A V E N U E S . GO O D V I E W A V E N U E S . GOOD W I N A V E N U E S . GOODWIN AVENUE S. 10 7 T H S T R E E T S Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g St r e e t & S t o r m S e w e r P l a n & P r o f i l e s www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N 0 SCALE IN FEET 25 50 100 GOODWIN AVENUE S. Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s 1 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 2 : 4 7 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 36 54 3636 GENERAL NOTES: IN F I L T R A T I O N 3 FI N I S H E D B O T T O M : 7 3 0 . 9 MA S S G R A D I N G B O T T O M : 7 3 1 . 9 HW L : 7 3 1 . 7 3 TR A I L E TR A I L D TRAIL D IN F I L T R A T I O N 4 FI N A L B O T T O M : 7 2 8 . 0 MA S S G R A D I N G B O T T O M : 7 2 9 . 0 HW L : 7 2 9 . 5 1 26 34 35 36 OU T L O T D OU T L O T E GO O D V I E W A V E N U E S . GOODWIN AVENUE S. GO O D V I E W A V E N U E S . GOODWIN AVE N U E S . GOODWIN AVENUE S. 10 8 T H S T R E E T S . GENERAL NOTES: Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g St r e e t & S t o r m S e w e r P l a n & P r o f i l e s www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N 0 SCALE IN FEET 25 50 100 GOODWIN AVENUE S. Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s 1 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 3 : 0 6 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 37 54 3737 ROAD J PROFILE BURLINGTON NORTHERN SANTA FE R A I L R O A D TRAIL E TR A I L E BL O C K 1 25 26 27 28 29 30 31 32 33 343536 F-1 OUTLOT A GOODVIEW AVENUE S. GO O D W I N A V E N U E S . GOODVIEW AVENUE S. GO O D W I N A V E N U E S . BL O C K 1 BLO C K 2 BLO C K 3 12 13 14 15 16 17 18 19 6 7 11 7 6 5 4 F-15 GO O D W I N A V E N U E S . 107TH S T R E E T S Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g St r e e t & S t o r m S e w e r P l a n & P r o f i l e s www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s 1 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 3 : 3 1 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 38 54 3838 GOODVIEW AVENUE S.GOODVIEW AVENUE S. CUL-DE-SAC N 0 SCALE IN FEET 25 50 100 GENERAL NOTES: 107TH STREET S ROAD F PROFILE GOODVIEW AVENUE S. INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 108TH STREET S. TRAIL E TR A I L A TR A I L B 108TH ST R E E T S . BLOCK 4 BLOCK 5 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 GO O D W I N A V E N U E S . 18 19 10 11 BLOCK 10 BLOCK 9 BLOCK 6 BLOCK 7 OU T L O T B OUTLOT D OUTLOT F OUTLOT E 108TH S T R E E T S . Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g St r e e t & S t o r m S e w e r P l a n & P r o f i l e s www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N 0 SCALE IN FEET 25 50 100 108th STREET S. Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s 2 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 4 : 5 0 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 39 54 3939 GENERAL NOTES: GOODVIEW AVENUE S. INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 TRAIL E TRAI L D BL O C K 1 BLOCK 4 5 6 4 5 6 7 8 26 27 28 29 30 31 32 33 3435 36 GO O D W I N A V E N U E S . OUTLOT B OUTL O T B OUTLOT A OUTLOT D OCS 1806 - FES 1800 PROFILE POND 2 OCS (OCS 1806) PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTASTO - 23 STANDARD SKIMMER STRUCTURE WITH WEIR WALL LOW SIDE ELEV.=731.9 WEIR TOP/NWL GRATE DETAIL SECTION * D 1' 1.5' 2'6" 6" 48" DIA 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149,H MOD.) MANHOLE STEPS SHALL BE PLACED SO THAT LOCATION IS PERPENDICULAR TO THE BARS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" MAX ON CENTER. ALUMINUM STEPS APPROVED. * D (TOP OF STRUCTURE SLOPE) 12" OR 24" DIAMETER >48" DIA SKIMMER OPENING VARIES, SEE CHART MANHOLE DIAMETER SKIMMER OPENING 5'4.5'x1.5' 6'6'x1.5' CLASS 3 RIP RAP HOLE FOR 12" DIA. RCP, IE:724.0. DOGHOUSES MUST BE MORTARED BOTH INSIDE AND OUTSIDE OF STRUCTURE HIGH SIDE OUTER RING PROVIDE 4 - 1/2" SS ANCHOR BOLTS FLAT STEEL BARS @ 4" O.C. NO PERPENDICULAR SUPPORT BARS ALLOWED FOR STRUCTURES LESS THAN 84" DIA. HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS WITH HEAVY DUTY HINGES ABLE TO SUPPORT 250 LBS/SF AND BE ABLE TO REMOVE ONE SECTION FOR ACCESS TO STEPS BY REMOVING NUTS FROM TWO ANCHOR BOLTS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO FABRICATION. FINISH GROUND PROFILE AROUND SKIMMER STRUCTURE ELEV.=727.0 VAR. POND LINER (IF PLACED IN POND) SEE STORM SEWER SCHEDULE FOR SPECIFIC WEIR WALL. SEE STORM SEWER SHEETS FOR SPECIFIC STRUCTURE ELEVATIONS. FILL SUMP WITH MORTAR AND COMPLETE INVERT Know what's below. Call before you dig. R Dial 811 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N 0 SCALE IN FEET 25 50 100 Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s 2 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 5 : 0 1 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 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 Civil Engineer under the laws of the State of Minnesota. 40 54 4040 OCS 1806 - FES 1800 GENERAL NOTES: Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g St o r m S e w e r P l a n A n d P r o f i l e 223-0166 GO O D W I N A V E N U E S . 108TH STR E E T S . 5 6 7 8 OUTLOT D OUTLOT F OUTLOT E OUTLOT G BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D POND 4 NWL:717.0 HWL:721.71 BLO C K 1 16 17 18 19 20 21 22 23 24 25 27 28 29 1 CB 820 - CB 817 PROFILE CB 804 - FES 800 PROFILE OCS 1701 - FES 1700 PROFILE Know what's below. Call before you dig. R Dial 811 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g St o r m S e w e r P l a n A n d P r o f i l e www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s 2 . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 5 : 3 1 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 41 54 4141 N 0 SCALE IN FEET 25 50 100 GENERAL NOTES: CB 903A - CBMH 815 CBMH 804 - FES 800 FES 1700 - FES 1702 OCS 1701 - FES 1700 14 7 AV E N U E S . GO O D W I N AV E N U E S . GO O D W I N AV E N U E S . 107TH S T R E E T S . 26 29 3336 GOODVIEW GO O D W I N GO O D W I N AV E N U E S . AV E N U E S . AVENUE S. GOODVIEW AVENUE S.OUTLOT E 108TH S T R E E T S . GO O D W I N AV E N U E S . GOODWIN AVENUE S. TRAIL E 36 GO O D W I N A V E N U E S . GO O D W I N AV E N U E S . 1 1 1 BLOCK 7 OU T L O T B 108TH S T R E E T S . TR A I L A TR A I L B Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 10 20 40 Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g In t e r s e c t i o n D e t a i l s www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of N Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s p o t . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 5 : 5 4 P M Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 42 54 4242 GOODWIN AVENUE S AND GOODVIEW AVENUE S. GOODWIN AVENUE S AND 107TH STREET S GOODWIN AVENUE S AND 108TH STREET S TRAIL E AND GOODWIN AVENUE S TRAIL A - TRAIL B AND 108TH STREET GOODVIEW AVENUE S. WB-01D NWL:710.80 HWL:713.83 POND 5 NWL:714.00 HWL:719.05 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 POND 4 NWL:717.0 HWL:721.71 POND 3 NWL:718.5 HWL:723.24 TR A I L C TR A I L E TRA I L E TR A I L F TR A I L C WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLO C K 3 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 1 2 26 27 28 29 30 31 11 10 9 8 7 6 5 4 3 2 1 7 6 5 4 3 2 1 GO O D W I N A V E N U E S . 1 2 3 4 5 6 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E 16 17 18 19 9 8 7 6 5 4 3 2 1 21 3 4 5 6 7 8 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GL E N B R O O K A V E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BL O C K 5 BLOCK 4 BLOCK 9 OUTL O T B AV E N U E S . GO O D W I N OUTLOT B OUT L O T H BLOCK 6 OUTLOT C OUTLOT A F-15 BURLINGT O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D REMOVE AND SALVAGE FUTURE REMOVE AND SALVAGE TEMPORARY BARRICADES (3 EA) REMOVE AND SALVAGE FUTURE ROAD EXTENSION SIGN REMOVE AND SALVAGE TEMPORARY BARRICADES (3 EA) INSTALL SALVAGED FUTURE ROAD EXTENSION SIGN PER DETAIL STR-32 INSTALL SALVAGED TEMPORARY BARRICADES (3 EA) INSTALL FUTURE ROAD EXTENSION SIGN PER DETAIL STR-32 INSTALL TEMPORARY BARRICADES (3 EA) GOODWIN AVENUE S. GOODVIEW AVENUE S. 107TH STREET S. GOODWIN AVENUE S. REMOVE AND SALVAGE TEMPORARY BARRICADE (1 EA) REMOVE AND SALVAGE TEMPORARY BARRICADE (1 EA) STR-40 (4 x 4) OPEN SPACE MONUMENT (TYP) STR-40 (4 x 4) OPEN SPACE MONUMENT (TYP) INSTALL STREET SIGNS ON STREET LIGHT POST INSTALL STREET SIGNS AND STOP SIGN ON SAME POLE SIGN SCHEDULE A H E A D LEGEND: www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Si g n a g e P l a n Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 43 54 43 Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s i g n . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 6 : 0 4 P M 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 Civil Engineer under the laws of the State of Minnesota. GOODVIEW AVENUE S. POND 2 NWL:727.0 HWL:731.88 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 108TH STREET S. TR A I L C TRAIL E TRAIL D TRAI L D TR A I L D TRAIL E TR A I L E TR A I L A TR A I L B INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH S T R E E T S . BLO C K 1 BL O C K 1 BLO C K 3 BLOCK 4 BLOCK 5 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33 3435 36 7 6 5 4 3 2 1 GO O D W I N A V E N U E S . 3 4 5 6 7 8 9 INFILTRATION 3 BOTTOM:730.9 HWL:731.73 16 17 18 19 8 9 10 11 OL A BLOCK 2 BLOCK 10 BLOCK 9 OUTLOT B OUTL O T B AV E N U E S . GO O D W I N BLOCK 6 BLOCK 7 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G F-15 BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D CITY PARK PRESERVE CITY PARK PRESERVE REMOVE AND SALVAGE FUTURE ROAD EXTENSION SIGN REMOVE AND SALVAGE TEMPORARY BARRICADES (3 EA) REMOVE AND SALVAGE TEMPORARY BARRICADE (1 EA) INSTALL SALVAGED FUTURE ROAD EXTENSION SIGN PER DETAIL STR-32 INSTALL SALVAGED TEMPORARY BARRICADES (3 EA) INSTALL SALVAGED FUTURE ROAD EXTENSION SIGN PER DETAIL STR-32 INSTALL SALVAGED TEMPORARY BARRICADES (3 EA) INSTALL FUTURE ROAD EXTENSION SIGN PER DETAIL STR-32 INSTALL TEMPORARY BARRICADES (3 EA) 108TH STREET S. GOODWIN AVENUE S. GOODWIN AVENUE S. GOODVIEW AVENUE S. 107TH STREET S. GOODWIN AVENUE S. INSTALL SALVAGED TEMPORARY BARRICADE (1 EA) STR-40 (4 x 4) OPEN SPACE MONUMENT (TYP) INSTALL SALVAGED TEMPORARY BARRICADE (1 EA) STR-40 (4 x 4) OPEN SPACE MONUMENT (TYP) STR-40 (4 x 4) OPEN SPACE MONUMENT (TYP) INSTALL STREET SIGNS ON STREET LIGHT POST SIGNAGE INSTALLED ON BOTH SIDES OF POLE SIGNAGE INSTALLED ON BOTH SIDES OF POLE SIGNAGE INSTALLED ON BOTH SIDES OF STREETLIGHT POLE SIGNAGE INSTALLED ON BOTH SIDES OF STREETLIGHT POLE INSTALL STREET SIGNS AND STOP SIGN ON SAME POLE A H E A D LEGEND: www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Si g n a g e P l a n Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 44 54 44 Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 s i g n . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 6 : 0 5 P M 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 Civil Engineer under the laws of the State of Minnesota. SIDE SLOPE SEED MIX, SEE LEGEND SIDE SLOPE SEED MIX, SEE LEGEND MESIC PRAIRIE SEED MIX, SEE LEGEND SIDE SLOPE SEED MIX, SEE LEGEND MESIC PRAIRIE SEED MIX, SEE LEGEND GLENBROOK AVENUE S. 108TH STREET S. GOODVIEW AVENUE S. WB-01D NWL:710.80 HWL:713.83 WB-01C NWL:708.47 HWL:713.04 WB-01B NWL:707.07 HWL:710.78 WB-01A NWL:707.07 HWL:710.78 POND 5 NWL:714.00 HWL:719.05 POND 6 NWL:711.00 HWL:714.46 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 POND 3 NWL:718.5 HWL:723.24 SW LOW POINT HWL:931.70 108TH STREET S. TR A I L C TRAIL E TRAIL D TRAIL D TR A I L D TRAIL E TRA I L E TRA I L E TR A I L F OU T L O T C 12 TR A I L C TR A I L A TR A I L B TR A I L E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH ST R E E T S . WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLO C K 3 BLOCK 4 BLOCK 5 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33343536 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 7 6 5 4 3 2 1 GO O D W I N A V E N U E S . 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E OUTLOT G OUTLOT D OUTLOT D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 4 3 2 1 9 8 7 6 5 4 3 2 1 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 21 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 4 OUTLOT Q 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GLE N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 1 OU T L O T J OU T L O T K BLOC K 8 OUTLOT M BL O C K 9 STRE E T S . 106T H MISS I S S I P P I DUN E S T R A I L S . OUTL O T L BLOCK 6 BL O C K 5 BLOCK 4 BLO C K 7 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B AV E N U E S . GO O D W I N OUTLOT P "PARK" OUTLOT B CLOUD TRAIL S. GREY GR E Y C L O U D T R A I L S . GR E Y C L O U D TR A I L S . OUT L O T E AVEN U E S . GOO D V I E W OUT L O T F OUTLOT B OUTLOT A BLOC K 1 BLOCK 2 104 T H S T R E E T S . 103R D S T . S . OUTLOT S BLOCK 3 OUT L O T H MIS S I S S I P P I DU N E S TR A I L S . BLOCK 6 BLOCK 7 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G F-15 NATURAL GAS NSP GAS STUB NATURAL GAS 103RD STREET S. 103RD STREET S. 103RD STREET S. GR E Y C L O U D T R A I L S . GR E Y C L O U D T R A I L S . GRE Y C L O U D T R A I L S . BUR L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D GREY CLOUD SLOUGH 19-5 P CITY PARK PRESERVE CITY PARK PRESERVE PHASE 3 BOUNDARY VIEW C VIEW A VIEW B MASS GRADING W/ PHASE 3 Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 100 200 400 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 l a n d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 6 : 3 9 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g La n d s c a p e P l a n - O v e r a l l Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 45 54 4545 LEGEND SIDE SLOPE SEED MIX, SEE LEGEND SIDE SLOPE SEED MIX, SEE LEGEND MESIC PRAIRIE SEED MIX, SEE LEGEND INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 POND 4 NWL:717.0 HWL:721.71 POND 3 NWL:718.5 HWL:723.24 TR A I L C TRA I L E TR A I L F TR A I L C WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 2 BLO C K 3 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 11 10 9 8 7 6 5 4 3 2 1 7 6 5 4 3 2 1 2 3 4 5 6 36 1 3 4 5 67 8 9 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E GOOD W I N A V E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A AV E N U E S . GO O D W I N OUTLOT C F-15 BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D 3 - HO 1 - RM 1 - HB 1 - NE 1 - RB 1 - RM 1 - HB 2 - BS 2 - BF 2 - BS 2 - BF 2 - BS 2 - BF 2 - BS 2 - BF 2 - SP 2 - SP 2 - SP 2 - SP 2 - SP 7 - HB 2 - BS 1 - HB 1 - NE 1 - RB 5 - HO 8' TRAIL, SEE SITE PLAN 1 - RB 8 - AE PHASE 3 BOUNDARY www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 l a n d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 6 : 4 6 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g La n d s c a p e P l a n - V i e w A Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 46 54 4646 LEGEND Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N MESIC PRAIRIE SEED MIX, SEE LEGEND SIDE SLOPE SEED MIX, SEE LEGEND MESIC PRAIRIE SEED MIX, SEE LEGEND GOODVIEW AVENUE S. INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 TRAIL E TRAI L D TR A I L D TRAIL E TR A I L E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH S T R E E T S . BLO C K 1 BL O C K 1 BLO C K 3 BLOCK 4 20 21 22 23 24 25 5 6 7 8 4 5 6 7 8 26 27 28 29 30 31 32 33 3435 36 5 4 3 2 1 GO O D W I N A V E N U E S . OUTLOT B OUTL O T B AVENU E S . F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OUTLOT A OUTLOT D OUTLOT F OUTLOT E OUTLOT G BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D 2 - BF 2 - BS 2 - BF 2 - BS 2 - BF1 - RB 3 - RB 3 - HO 3 - SM 3 - HB 1 - HB 2 - SP 2 - SP 2 - SP 6 - HL 3 - RB2 5 - SS 3 - JL 4 - SP 15 - AE 4 - HL 2 - RB 1 - HO 1 - NE 2 - RB 2 - BS 8' TRAIL, SEE SITE PLAN 8 - AE 3 - RB 2 - AE 4 - SS PHASE 3 BOUNDARY PHASE 3 BOUNDARY MASS GRADING W/ PHASE 3 TEMPORARY SEED MIX, SEE LEGEND TEMPORARY SEED MIX, SEE LEGEND TEMPORARY SEED MIX, SEE LEGEND www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 l a n d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 6 : 5 2 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g La n d s c a p e P l a n - V i e w B Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 47 54 4747 LEGEND Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N GOODVIEW AVENUE S. POND 2 NWL:727.0 HWL:731.88 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 108TH STREET S. TRAIL E TRAI L D TR A I L D TR A I L A TR A I L B INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH S T R E E T S . BLOCK 3 BLOCK 4 BLOCK 5 23 24 25 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 3435 36 2 1 GO O D W I N A V E N U E S . 16 17 18 19 8 9 10 11 BLOCK 10 BLOCK 9 OUTL O T B BLOCK 6 BLOCK 7 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G CITY PARK PRESERVE 2 - BS 2 - BF1 - RB 3 - NE 2 - HB 1 - AE 3 - HO 3 - SM 3 - HB 3 - RB 3 - HO 3 - SM 3 - HB 1 - HB 1 - HO 1 - SM 1 - RO 1 - HB 1 - RB 2 - SP 6 - HL 2 - RB2 3 - RB2 3 - JL 5 - SS 3 - JL 4 - SP 15 - AE 4 - HL 1 - RM 2 - RB 1 - HO 1 - NE 2 - RB 2 - BS 8' TRAIL, SEE SITE PLAN 1 - SS 1 - SS 1 - JL 1 - JL 3 - RB 2 - AE 4 - SS PHASE 3 BOUNDARY MASS GRADING W/ PHASE 3 TEMPORARY SEED MIX, SEE LEGEND TEMPORARY SEED MIX, SEE LEGEND TEMPORARY SEED MIX, SEE LEGEND www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 l a n d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 6 : 5 9 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g La n d s c a p e P l a n - V i e w C Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 48 54 4848 LEGEND Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 l a n d . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 7 : 0 0 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g La n d s c a p e P l a n - D e t a i l s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 49 54 4949 LANDSCAPE REQUIREMENTS: PHASE 3 TREE SCHEDULE: SEED NOTES LANDSCAPE NOTES: SHRUB PLANTING DETAIL NOT TO SCALE1 MULCH AT SOD DETAIL NOT TO SCALE MULCH AT SIDEWALK DETAIL NOT TO SCALE PERENNIAL PLANTING DETAIL NOT TO SCALE2 4 3 BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D CITY PARK PRESERVE GOODVIEW AVENUE S. NWL:710.80 HWL:713.83 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 POND 3 NWL:718.5 HWL:723.24 108TH STREET S. TR A I L C TRAIL E TRAI L D TR A I L D TRAIL E TR A I L E TRA I L E TR A I L F 12 TR A I L C TR A I L A TR A I L B INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH ST R E E T S . WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLO C K 3 BLOCK 4 BLOCK 5 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33 3435 36 11 10 9 8 7 6 5 4 3 2 1 7 6 5 4 3 2 1 GO O D W I N A V E N U E S . 1 2 3 4 5 6 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E INFILTRATION 3 BOTTOM:730.9 HWL:731.73 12 13 14 15 16 17 18 19 4 5 6 7 8 9 10 11 3 2 1 15 16 17 7 8 9 10 11 21 3 4 5 6 7 8 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GLE N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 6 BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B AV E N U E S . GO O D W I N OUTLOT B OUTLOT S BLOCK 6 BLOCK 7 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G F-15 Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 50 100 200 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 l i g h t . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 7 : 2 5 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Li g h t i n g P l a n - O v e r a l l Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 50 54 5050 NOTES: 1.UNLESS OTHERWISE NOTED, ALL NEW CONDUIT SHALL BE 1.5" NMC SCHEDULE 40. 2.UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER 240VAC CIRCUITS. 2-1/C #6 AND 1-1/C#6 CONDUCTOR. 3.THIS PLAN SPECIFIES CONDUIT SIZE, TYPE AND GENERAL LOCATION. THE EXACT LOCATION WILL BE DETERMINED IN THE FIELD. 4.LIGHTING UNITS ARE TYPICALLY SET BACK 36" BEHIND THE BACK-OF-CURB TO CENTER OF FOUNDATION. 5.ADDITIONAL LOCATIONS OF CONDUIT AND WIRING NOT IDENTIFIED MAY BE REQUIRED AS DIRECTED BY THE ENGINEER. ADDITIONAL CONDUIT AND WIRING ADDED TO THE CONTRACT WILL BE PAID FOR AT THE CONTRACT UNIT PRICE REGARDLESS OF QUANTITY ADDED AND METHOD OF PLACEMENT REQUIRED. 6.ALL CONDUIT SHALL BE TRENCHED UNLESS OTHERWISE NOTED. 7.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE LIGHTING SYSTEM WITH THE UTILITY COMPANY 8.CIRCUIT DIAGRAM TO BE PROVIDED BY DEVELOPER AND APPROVED BY THE CITY OF COTTAGE GROVE. 9.HAND HOLES TO BE INSTALLED PER STANDARD DETAIL LGT-1. LEGEND: EXISTING STREET LIGHT POLE (LGT-7) EXISTING 1.5" NMC STREET LIGHT POLE (LGT-7)11 EA 1.5" NMC 2,689 LF HAND HOLES 3 EACH BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D POND 4 NWL:717.0 HWL:721.71 POND 3 NWL:718.5 HWL:723.24 TR A I L C TR A I L E TRA I L E TR A I L F TR A I L C WB-01D NWL:710.80 HWL:713.83 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 2 BLO C K 3 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 11 10 9 8 7 6 5 4 3 2 1 7 6 5 4 3 2 1 2 3 4 5 6 1 3 4 5 6 17 18 19 20 21 22 23 24 25 26 2 OUTLOT Q GOOD W I N A V E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A AV E N U E S . GO O D W I N OUTLOT B OUTLOT C F-15 Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 l i g h t . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 7 : 2 7 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Li g h t i n g P l a n - V i e w A Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 51 54 5151 CITY PARK PRESERVE GOODVIEW AVENUE S. POND 2 NWL:727.0 HWL:731.88 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 108TH STREET S. TRAIL E TRAI L D TR A I L D TR A I L A TR A I L B INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH S T R E E T S . BL O C K 1 BLO C K 3 BLOCK 4 BLOCK 5 21 22 23 24 25 1 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33 3435 36 4 3 2 1 GO O D W I N A V E N U E S . INFILTRATION 3 BOTTOM:730.9 HWL:731.73 19 11 BLOCK 9 OUTL O T B BLOCK 6 BLOCK 7 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 F-11 F-12 F-13 F-14 OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 l i g h t . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 7 : 2 8 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Li g h t i n g P l a n - V i e w B Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 52 54 5252 L1 (LGT-7) L2 (LGT-7) L3 (LGT-7) L4 (LGT-7) L5 (LGT-7) L6 (LGT-7) L7 (LGT-7) L8 (LGT-7) L9 (LGT-7) L10 (LGT-7) L11 (LGT-7) HH2 HH1 CONDUIT FOR FUTURE EXTENSION CONNECT TO EXISTING CONDUIT LIGHTING CONNECT TO EXISTING CONDUIT LIGHTING CONDUIT FOR FUTURE EXTENSION CONDUIT FOR FUTURE EXTENSION GEL TAP SPLICE KITS FOR HAND HOLE CONNECTIONS GEL TAP SPLICE KITS FOR HAND HOLE CONNECTIONS 3-1/C #12 LIGHTING CABLE IN 3/4" NMC 3-1/C #12 LIGHTING CABLE IN 3/4" NMC 3-1/C #12 LIGHTING CABLE IN 3/4" NMC 3-1/C #12 LIGHTING CABLE IN 3/4" NMC 3-1/C #12 LIGHTING CABLE IN 3/4" NMC 3-1/C #12 LIGHTING CABLE IN 3/4" NMC 3-1/C #12 LIGHTING CABLE IN 3/4" NMC HH3 GEL TAP SPLICE KITS FOR HAND HOLE CONNECTIONS Know what's below. Call before you dig. R Dial 811 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 l i g h t . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 7 : 2 9 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Li g h t i n g P l a n - C i r c u i t D i a g r a m s Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 53 54 5353 LT HH CIRCUIT DIAGRAM 3 CABLE EXAMPLE LT LT FUTURE EXTENSION B R G HAND HOLE EXAMPLE LT HH B R G B R G GEL TAP SPLICE KITS FOR HAND HOLE CONNECTIONSBRG GLENBROOK AVENUE S. 108TH STREET S. GOODVIEW AVENUE S. WB-01D NWL:710.80 HWL:713.83 WB-01C NWL:708.47 HWL:713.04 WB-01B NWL:707.07 HWL:710.78 WB-01A NWL:707.07 HWL:710.78 POND 5 NWL:714.00 HWL:719.05 POND 6 NWL:711.00 HWL:714.46 POND 1 NWL:736.0 HWL:739.68 POND 2 NWL:727.0 HWL:731.88 POND 7 NWL:716.50 HWL:718.67 INFILTRATION 2 FINISHED BOTTOM 717.5 MASS GRADING BOTTOM:718.5 HWL:718.92 INFILTRATION 1 FINAL FINISHED BOTTOM:716.0 MASS GRADING BOTTOM:716.0 HWL:721.71 POND 4 NWL:717.0 HWL:721.71 INFILTRATION 3 FINISHED BOTTOM:730.9 MASS GRADING BOTTOM:731.9 HWL:731.73 POND 3 NWL:718.5 HWL:723.24 SW LOW POINT HWL:931.70 108TH STREET S. TR A I L C TRAIL E TRAIL D TRAIL D TR A I L D TRAIL E TRA I L E TRA I L E TR A I L F OU T L O T C 12 TR A I L C TR A I L A TR A I L B TR A I L E INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 108TH ST R E E T S . WB-01D NWL:710.80 HWL:713.83 BLOCK 5 BLO C K 1 BL O C K 1 BLO C K 1 BL O C K 1 BL O C K 2 BLOCK 9 BLO C K 3 BLOCK 10 BLOCK 11 BL O C K 1 1 BLOCK 1 2 BLOCK 1 2 BLOCK 4 BLOCK 5 57 58 59 60 61 62 63 64 65 66 67 68 69 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 8 1 2 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 26 27 28 29 30 31 32 33 343536 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 22 21 20 19 18 54 55 56 910111213141516 7 6 5 4 3 2 1 2120191817 1615 14 13 12 11 10 9 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 GO O D W I N A V E N U E S . 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 TRA I L E OUTLOT G OUTLOT D OUTLOT D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 4 3 2 1 9 8 7 6 5 4 3 2 1 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 21 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 4 OUTLOT Q 9 OUTLOT Q GOODW I N A V E N U E S . GOODWIN AVENUE S. GO O D V I E W AV E N U E S . GO O D V I E W A V E N U E S . GLE N B R O O K A V E N U E S . 106T H S T R E E T S . GL E N B R O O K AV E N U E S . BLOCK 3 BLOCK 4 BLO C K 3 BLOC K 3 BLO C K 3 OL A BLO C K 2 BL O C K 2 BLOCK 2 BLOCK 1 OUTLO T I BLOCK 1 OU T L O T J OU T L O T K BLOC K 8 OUTLOT M BL O C K 9 STRE E T S . 106T H MISS I S S I P P I DUN E S T R A I L S . OUTL O T L BLOCK 6 BL O C K 5 BLOCK 4 BLO C K 7 BLOCK 9 BL O C K 1 OU T L O T N OU T L O T O BLOCK 1 0 BLOCK 10 BLOCK 9 OUT L O T B OUTLOT P "PARK" OUTLOT B OUTL O T B AV E N U E S . GO O D W I N OUTLOT P "PARK" OUTLOT B CLOUD TRAIL S. GREY GR E Y C L O U D T R A I L S . GR E Y C L O U D TR A I L S . OUT L O T E AVEN U E S . GOO D V I E W OU T L O T F OUTLOT B OUTLOT A BLOC K 1 BLOCK 2 104 T H S T R E E T S . 103R D S T . S . OUTLOT S BLOCK 3 OUT L O T H MIS S I S S I P P I DU N E S TR A I L S . BL O C K 1 2 BLO C K 5 BLOCK 6 BLOCK 7 OUTLOT C OUTLOT A OU T L O T B OUTLOT D OUTLOT F OUTLOT E OUTLOT G NATURAL GAS NSP GAS STUB NATURAL GAS 103RD STREET S. 103RD STREET S. 103RD STREET S. GR E Y C L O U D T R A I L S . GR E Y C L O U D T R A I L S . GRE Y C L O U D T R A I L S . BUR L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D BU R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D GREY CLOUD SLOUGH 19-5 P CITY PARK PRESERVE CITY PARK PRESERVE GR E Y C L O U D T R A I L S . TR A I L D INFILTRATION 4 FINAL BOTTOM:728.0 MASS GRADING BOTTOM:729.0 HWL:729.51 OUTLOT E Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 100 200 400 N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of Fi l e L o c a t i o n : X: \ 2 0 2 3 \ 2 3 0 1 6 6 - M i s s i s s i p p i L a n d i n g \ p l a n s h e e t s \ F i n a l P l a t - C o n s t r u c t i o n D o c s - P h a s e 3 \ P h 3 _ 2 3 0 1 6 6 t r e e . d w g P l o t t e d B y : Be n P a l a z z o l o o n Ja n u a r y 2 6 , 2 0 2 6 a t 4: 4 8 : 0 0 P M Ci t y S u b m i t t a l Ci t y S u b m i t t a l 1- 2 6 - 2 0 2 6 12 - 3 - 2 0 2 5 Co t t a g e G r o v e , Mi n n e s o t a 3r d A d d i t i o n - F i n a l P l a t & M a s s G r a d i n g Mi s s i s s i p p i L a n d i n g Tr e e P r e s e r v a t i o n P l a n Ben Palazzolo 1-26-2026 61668 BJP BJP 223-0166 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 Civil Engineer under the laws of the State of Minnesota. 54 54 5454 TREE PRESERVATION NOTES: LEGEND: 0 SCALE IN FEET 15 30 60 N INSET A CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2026-025 RESOLUTION APPROVING THE DEVELOMENT PLANS AND SPECIFICATIONS FOR MISSISSIPPI LANDING 3RD ADDITION WHEREAS, Rachel Development, LLC applied for a final plat to develop a residential sub- division named Mississippi Landing 3rd Addition. This subdivision plat consists of 66 detached single-family homes and is located on the 10.82-acre property legally described as: Outlot B, MISSISSIPPI LANDING 2ND ADDITION, according to the recorded plat thereof, Washington County, Minnesota. WHEREAS, the Developer will utilize the approved water and sanitary sewer plans & spec- ifications dated December 3, 2025, as prepared by Alliant Engineering to construct the public improvements within the subdivision and in conformance with the January 14, 2026, review comment letter from Bolton & Menk and any additional modifications required by the City Engineer; and WHEREAS, the Developer will install the water and sanitary sewer and other public im- provements within the subdivision in accordance with current City ordinances and policies; and WHEREAS, a development agreement and additional financial sureties are required for the complete development of this project; and WHEREAS, the City Engineer has reviewed the development plans and specifications pre - pared by Alliant Engineering and is recommending that the City Council adopt a resolution approving said development plans and specifications and as modified by the request of the City Engineer. NOW, THEREFORE, BE IT RESOLVED, that the City Council for the City of Cottage Grove, Washington County, Minnesota, hereby approves the Mississippi Landing 3rd Addition development plans and specifications dated December 3, 2025, as prepared by Alliant Engineer- ing, subject to the following conditions: 1. The developer and contractors must comply with all City ordinances and policies. 2. Modifications to the final public improvement construction plans and specifications shall be approved in writing by the City Engineer. Passed this 4th day of February 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk H:\COTT\25X141765000\1_Corres\C_To Others\2026-01-14\417650 Plan Review 2026-01-14.docx MEMORANDUM Date: 01/14/2026 To: Paul Spanholz, PE From: Mike Boex, PE Subject: Mississippi Landing 3rd Addition Plan Review City of Cottage Grove, MN Project No.: 26X.417650.000 This memo summarizes the review of the Mississippi Landing 3rd Addition Final Plat Submittal, submitted by Alliant, dated 12/3/25. Final Plat 1. Temporary drainage and utility easement can be provided over Outlots C, D, E, F, and G. 2. The text describing the easement In Outlot C incorrectly refers to Outlot D. 3. Obtain an additional 5-ft of drainage and utility easement for the storm pipe along the rear of Lots 26-28 Block 1. Re-center the pipe within the easement. 4. Refer to comment #25 of this memo and incorporate any needed changes to the plat. Final Plat Plans Sheet 4: 5. There appears to be text over detail SER-5 intended for SER-1. Sheet 13: 6. Instead of providing sections of B618 curb where no driveways are present, please use a consistent curb (surmountable) throughout the development. Sheet 17: 7. Label all high point and low point elevations along the public streets, some appear missing. a. Provide profile sheets for all streets and trails being constructed in the 3rd Addition. For example, Goodwin Avenue is being constructed from 7+50 - 25+00 but only station 24+00 -28+00 is depicted on Sheet 20. Sheet 19: 8. Clearly label all EOFs on the project adjacent to lots being constructed or graded: for example, label the EOF between lots 4/5 Block 3 and those by Infiltration Basin 3 and Pond 2, low areas between Outlots F & G, etc. 9. Label all front and rear lot corners of lots within this phase (e.g. Block 4). Sheet 20: 10. Ensure text like street grades are legible and not overlapping (e.g. 107th Street at 16+00). Mississippi Landing 3rd Addition Review Page: 2 Sheet 23: 11. Clarify where trails C & D are in the plan, even if future, as it wasn’t apparent in the plan. Sheet 24: 12. Pond Note #2: Remove notes relative to liners “at or below groundwater elevations.” If those conditions are encountered in this phase, the city will want to participate in discussions related to how to proceed based on actual encountered elevations. 13. Pond Note #3: remove the common fill text and place 6-12” of topsoil over the clay liner, to be consistent with city standards. Sheet 33: 14. Where achievable, it is preferred to keep services as straight as possible. Review the utility layout for improvements; for example, evaluate shifting SAN MH-32 south a bit to eliminate the bends to Lot 7 Block 2. Evaluate other locations as well, such as an adjustment of CB-803. 15. Each lot should be covered by a 300-ft radius from a hydrant, please revise. Previous preliminary submittals appeared to more closely reflect this standard. Sheet 34: 16. The watermain is depicted on the east side of Goodwin Avenue for a relatively short distance. Typically, water should be on the north or west side of the street, as was depicted in previous preliminary submittals. Please revise. 17. Move the valve on Goodwin Avenue, just south of the Goodview Ave intersection, to the north side of the 8x8 cross at the intersection. Sheet 35: 18. Sanitary pipe from the existing stub (SDR 26) should extend SDR 26 to MH-72. Sheet 38: 19. 27” diameter structures are not allowed and are not part of the Cottage Grove standard details. City standard detail STO-9 requires a 48” (minimum) diameter structure; please revise the structure schedule. 20. For clarity in future city records, display in profile EX OCS 706 to EX MH-705. When connecting to MH-705. 21. Label structures 709 and 710 in plan view so they can be easily referenced to the profile view. 22. There appear to be various errant pipes/crossings in profile view along the storm sewer under the road profile. Please review. Sheet 38: 23. Sidewalk is called out but is not intended to be constructed in this phase; please clean up any unnecessary leaders. Sheet 40: 24. The street profile of the Goodview Ave. cul-de-sac (729.82 at ROW) does not appear to correspond to the nearby rim elevation of CB-806 (727.95), the EOF on Sheet 24 (728.92 at ROW), or intersection details on Sheet 44. Please review and revise. Sheet 41: 25. Evaluate options to reduce potential short-circuiting of treatment in Pond 2 by creating more separation between FES-900 and OCS-1806. Shifting the side yard pipe to the FES a few lots to the west would be an option. Mississippi Landing 3rd Addition Review Page: 3 Sheet 42: 26. Per the City’s standard specification, the entire pipe run (structure to structure) that is connected to a flared end section, skimmer structure, or outlet structure shall be reinforced concrete pipe. Please revise the pipe from OCS-1806 to MH-1805. 27. Generally, a minimum easement width should be twice the pipe depth centered over the pipe, or 10’ (min.) on each side of the pipe, whichever is greater. Create 5-ft more separation from the D&U easement at the rear of Lots 33-35 Block 1 and storm pipe or obtain more easement. 28. Pond 2 is a proposed wet pond and should provide skimming at the outlet to protect downstream waters. Addition of a skimmer and weir wall to maintain the normal water level in OCS-1806 should be investigated. Sheet 43: 29. There appears to be negative grade on the storm pipe from CB-817 to CBMH-816, please correct. 30. OCS1701: a. Evaluate options to reduce potential short-circuiting of treatment in Pond 4 by creating more separation between FES-800 and OCS-1701. b. The pipe from the OCS to FES-1702 appears to be on the upstream side of the proposed weir wall per the detail on Sheet 24. Therefore, the weir wall position and associated skimmer opening location appears awkward relative to the pond slope based on the angles of both outlet pipes. As configured, the structure should be detailed out for clarity. c. Based on the items above, it may be advantageous to move the outlet to FES-1700 and create a separate culvert to the infiltration basin. d. The detail on Sheet 24 identifies a rim elevation of 721.9 but the profile on Sheet 43 depicts a 719.27. i. If the 721.9 rim is correct, confirm the proposed grading around the structure (718 contour as shown) and resultant height of structure at the backside of the OCS (potentially 5-6 vf above grade). Please clarify what is intended during construction and whether structure grate/opening will be accessible. 31. Pipe grades should be set to limit velocity to 6-fps or less into wet ponds, and 4-fps for overland discharge such as infiltration basins. Please review pipe grades, specifically to FES-1702. 32. Storm structure #801 is labeled as a “CBMH” in plan view, but the structure schedule and profile view indicate a manhole. Please clarify the intent. 33. Eliminate storm sewer behind the curb as much as practicable as these typically conflict with streetlight bases, signs, and boulevard tree plantings. If not needed for drainage, evaluate changing CBMH-813 to a manhole and relocating to the north to eliminate the pipe behind curb at the intersection of 108th Street and Goodwin Avenue. Sheet 44: 34. The 108th Street pavement markings should have the same note as the Goodwin Avenue markings as it relates to applying them on the interim base course and wedge. Mississippi Landing 3rd Addition Review Page: 4 Sheet 45: 35. The temporary barricade quantity should be revised in the sign schedule, as should the pedestrian crossing signs. 36. The city has reviewed open space marker locations and revisions to the plan are attached to this memo. Sheet 46: 37. Trail crossing signs should be placed on the back side of the pedestrian ramp as vehicles approach the crossing; please revise Trail A-B crossing. Signs should be placed on both sides of the post and visible from both directions. a. It would be acceptable to move the streetlight on the south side of 108th Street to the east side of the crossing and attach signs to the streetlight. b. Signage should also be provided at the Trail E crossing. 38. A stop sign should be placed on both Goodview Avenue approaches to Goodwin Avenue. 39. Place a barricade at the end of any trail or sidewalk to be extended in the future. Sheet 48: 40. Depict all underground utilities, streetlights, hydrants, traffic signs, and other public infrastructure on the landscape sheets to help ensure conformance to the planting restrictions noted on Sheet 51 (Landscape Note #17). 41. Ensure trees in public right-of-way or public outlot conform to the species list attached to this memo. Sheet 54: 42. Place a streetlight at the Trail E crossing of Goodwin Avenue. A proposed layout has been attached to this memo; revised locations are in red. This layout results in one less streetlight overall. Stormwater: 43. The Storm Water Management Plan report on page 5 of 6 describes changes to the weir and orifices of OCS 1601 that will be made “following completion of Phase 2 mass grading…” These changes don’t appear in the 3rd Addition and Mass Grading plans. Please explain when the OCS 1601 changes will be constructed. 44. Sheet 41: The storm drain plan profile of reach from CBMH 904 to CBMH 903 also includes CBMH 902 which is incorrect and should be removed from this profile. CBMH 902 is shown correctly in profile from CBMH 903 to FES 900. 45. Sheet 42: Pond 2 OCS 1806 detail indicates the invert elevation of the 12” RCP outlet pipe is 722. HydroCAD simulates this 12” RCP at elevation 723. The profile drawing on Sheet 42 lists the 12” RCP elevation at OCS 1806 as 726.0 feet. Please be consistent between the models and the drawings. 46. Sheet 42: FES 1800 invert elevation is listed as 715.8, which is 0.2 feet below the proposed bottom elevation of Infiltration basin 1. Please revise the FES 1800 invert to match the bottom elevation of the infiltration basin. 47. Sheet 18, 19 and 29 indicate the HWL of Infiltration 3 is 732.23 which is 0.5 feet higher than the HydroCAD result for Infiltration 3 (node 28P =731.73). Please make the plans and HydroCAD model consistent. Mississippi Landing 3rd Addition Review Page: 5 48. Sheets 28 and 29 indicates the HWL of Pond 2 is 731.99 which differs from the HydroCAD HWL of 731.83 for node 32P (Pond 2). Please update the HWL elevation in the plans to be consistent with the HydroCAD model. 49. Notes on Sheets 19, 27, 28 and 29 direct infiltration basins 2, 3, and 4 to be constructed 1’ higher than the final bottom elevation until the contributing drainage area has been constructed and fully stabilized. Sheets 18, 19 and 29 also indicate the bottom elevation of Infiltration 3 is 731.9 feet which is 1 foot higher than the HydroCAD elevation of 730.9 feet. a. Some basins are labeled with bottom elevations that represent final/finished elevation, and some are labeled with the interim bottom elevation. To reduce confusion, please list the bottom elevations of the infiltration basins as “Mass Grading Bottom Elevation” and “Finished Bottom Elevation” in each basin, or something similar. Infiltration Basin Plan Sheets HydroCAD Basin Floor Elevation Infiltration 1 716.0 Sheets 18, 24 and 29 716.0 Infiltration 2 717.5 Sheet 17, 717.5 Sheet 27 with note to grade bottom 1’ high. 717.5 Infiltration 3 731.9 Sheet 18 and 19, 731.9 Sheets 28 and 29 with notes to grade bottom to 731.9 (1’ above 730.9). 730.9 Infiltration 4 728.0 Sheet 19 with note to grade bottom to 729.0 728.0 50. Models and CAD Files: Please note that digital copies of the final version stormwater models (HydroCAD and P8) 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. Boulevard Tree Planting List ¨ Hackberry ¨ Honey Locust (*Shademaster) ¨ New Horizon Elm ¨ Accolade Elm ¨ St. Croix Elm ¨ Redmond Linden ¨ Northern Red Oak ¨ Heritage Oak ¨ White Oak ¨ Yellowwood ¨ River Birch (*Single Stem) ¨ Japanese Lilac Tree (*Single Stem) ¨ Crabapple (*Spring Snow) ¨ Gingko ¨ Renaissance Oasis Birch ¨ Ironwood ¨ Kentucky Coffee Tree (*Espresso) Goodwin Avenue Streetlight Revisions (red): 4180 Napier Ct NE Michael, MN 55376 Office: 763.424.1500 www.racheldevelopment.com Mississippi Landing 3rd Addition Final Plat Narrative To: City of Cottage Grove From: Rachel Development, Paul Robinson – Development Director Date: 12/3/25 1. Contacts/Developer • Owner o Rachel Development, Inc • Applicant/Team o Developer - Rachel Development, 4180 Napier Court, St. Michael, MN – Paul Robinson, Development Director o Engineer(s) - Alliant Engineering, 733 S Marquette Ave. Suite 700, Minneapolis, MN 55402, Mark Rausch and Ben Palazzolo o Surveyor – Alliant Engineering, 733 S Marquette Ave. Suite700, Minneapolis, MN 55402, Dan Ekrem o Landscape Architect(s) ▪ Ernst and Associates, 1949 Woodstone Lane Victoria, MN 55386, Gene Ernst ▪ Alliant Engineering, 733 S Marquette Ave. Suite700, Minneapolis, MN 55402, John Gronhovd o Wetland/Environmental Consultant – Kjolhaug Environmental, 2500 Shadywood Road, Suite 130, Orono, MN 55331, Melissa Barret o Geotechnical – Braun Intertec, 11001 Hampshire Ave S, Bloomington, MN 55438, Joe Westphal 2. 2nd Addition Area 2 3 3. Request – Final Plans and Plat – We are requesting approval of the 3rd addition of Mississippi Landing. The table below describes the number and types of lots that are a part of the 3rd addition and how that relates to the total number of lots approved in the Preliminary Plat 4. Early Permits – We would like to request the option for 2 early building permits for 3rd addition if needed. 5. Final Grading Future Additions - Along with the plat and final plans for 3rd addition we are requesting approval to amend our grading permit to grade the remaining portions of the future additions that have not already been graded as reflected in the grading plans for 3rd addition. 6. Conclusion – We are once again happy to be moving forward with another addition of Mississippi Landing. Mississippi Landing Lot Status 65' Single Family 52.5' Single Family 40' Detached Townhome SF Villa SF TH Total Lots 1st Addition 22 39 8 41 110 2nd Addition - 12 20 48 80 3rd Addition 16 - - 50 66 Future 39 22 16 44 121 Total 77 73 44 183 377 1 City Council Action Request 7.P. Meeting Date 2/4/2026 Department Administration Agenda Category Action Item Title Front Desk Security Upgrade Staff Recommendation Adopt Resolution 2026-027 awarding the Front Desk Area Security Upgrade contract to RAK Construction in the amount of $96,955, and authorize the service agreement between RAK Construction and the City of Cottage Grove Budget Implication N/A Attachments 1. Memo - Council Front Desk 2. Resolution - 2026 FRONT DESK 3. Letter to City Council - WOLD 4. Agreement for Services - City Hall Front Desk Remodel 2026 5. City Hall Front Desk Project Budget - WOLD 6. Plan - City Hall Lobby and Public Safety 7. Hendrickson Proposal 8. Hendrickson Diagram 9. MCI Proposal (Carpet) Lobby 10. MCI Proposal (Carpet) Corridor To: From: Date: Subject: Introduction • Install ballistic protection on the bottom portion of the front counter to enhance security and safety for staff members • Provide enhanced front desk security during evening meetings and events beyond standard City Hall hours • Improve security and create a welcoming environment through the installation of a front counter workstation with unobstructed sightlines to the primary entry doors • Replace plexiglass with glass that is offset to mitigate noise levels and create appropriate usable counter space area • Adjust counter height to allow for better customer service • Removal of the movable glass panel track that limits the public from usable counter space at the front counter • Creation of three separate service areas at the counter to allow for efficient assistance • Main lobby - $12,942.00 • Main hallway employee access area on the City Hall side and Police side and the Front Desk and cubicle area of City Hall - $20,017.00 Discussion Contractor Quoted Amount Contractor Description Amount Total $159,732.00 Recommendation CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2026-027 WHEREAS, plans and specifications for the Front Desk Area Security Upgrade were completed by Wold Architects and Engineeers; and WHEREAS, quotes were requested to provide the necessary work; and WHEREAS, it appears that RAK Construction provided the lowest responsible quote; and WHEREAS, it is the recommendation of staff that the quote be awarded to RAK Construction in the amount of $96,955.00 NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, the City Hall Front Desk Area Security Upgrade Project be awarded to RAK Construction in the amount of $96,955.00 Passed this 4th day of February 2026. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk January 30, 2026 City Council City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, Minnesota 55016 Re: City of Cottage Grove City Hall and Public Safety Facility Front Desk Remodel Commission No. 252166 Dear City Council: On Thursday, January 29, 2026, at 2:00 p.m., quotes were received from four (4) contractors for the Front Desk Remodel project at the City Hall and Public Safety Facility in Cottage Grove, Minnesota. A quote tab is attached for your review. RAK Construction, Inc. from East Bethel, Minnesota submitted the low quote in the amount of $96,955.00. The quote submitted by RAK Construction is in line with our estimated cost of construction. The recommended budget for this project is: CD Final Estimate January 14, 2026 Quote Award January 29, 2026 Construction Cost $105,881.00 $96,955.00 Soft Costs $20,892.00 $29,818.00 Total Project Cost $126,773.00 $126,773.00 We have confirmed with RAK Construction that they are capable of completing this project as outlined in the contract documents. Additionally, we have successfully completed other projects of similar size and scope with RAK Construction. We recommend that the City of Cottage Grove enters into a contract with RAK Construction, Inc. for the amount of $96,955.00. Sincerely, Wold Architects and Engineers Jake Wollensak | AIA Associate Enclosures cc: Jennifer Levitt, City of Cottage Grove Patti Dillon, City of Cottage Grove John McNamara, Wold Allison Timmins, Wold HG/GOV-MN-City-Cottage Grove/City Hall & PSF/252166/ Admin/Letters/2026.01.30 Letter to City Council Project Name:QUOTE TABULATION Commission No.:Wold Architects and Engineers Date:50 South 6th Street, Suite 2250 Time:Minneapolis, MN 55402 Phone: (651) 772-9025 Contractors Name Ad d e n d u m Nu m b e r s Quote RAK Construction, Inc. 21435 Johnson St NE East Bethel, MN 55011 Phone: (763) 434-4210 Meisinger Construction Co Inc. 121 Bridgepoint Way South St. Paul, MN 55075 Phone: (651) 452-4778 Reiling Construction 867 Pierce Butler Rte St. Paul, MN 55104 Phone: (651) 690-2366 Parkos Construction Co Inc. 1010 S Robert St. West St. Paul, MN 55118 Phone: (651) 455-0031 Cottage Grove City Hall & Public Safety Facility Front Desk Remodel 1 252166 1/29/2026 2:00 p.m. Remarks $123,600 $118,600 1 1 $206,400 1 $96,955 RAK acknowledges receipt of the following addendum's: #1 96,955.00Ninety six thousand nine hundred fifty five 123,600.00 One hundred Twenty-three thousand, Six hundred Addendum 1 Acknowledged City of Cottage Grove City Hall Front Desk Remodel January 29, 2026 CONSTRUCTION Construction Cost 115,799$ 105,881$ 96,955$ -$ -$ -$ SUBTOTAL CONSTRUCTION COSTS 115,799$ 105,881$ 96,955$ FEES, TESTING, MISC. PROJECT COSTS Architectural Fees Incl.9,500$ 9,500$ Arch. Reimbursable Expenses Estimate Incl.500$ 500$ Plan Review Fees Incl.1,000$ 1,000$ New WS (Henricksen quote 11/11/2024)-4,598$ 4,598$ Project Contingency 5,790$ 5,294$ 14,220$ SUBTOTAL PROJECT COSTS - (FEES, TESTING)30,108$ 20,892$ 29,818$ SUBTOTAL CONSTRUCTION COST 115,799$ 105,881$ 96,955$ SUBTOTAL PROJECT COSTS - (FEES, TESTING, MISC.)30,108$ 20,892$ 29,818$ TOTAL PROJECT COST 145,907$ 126,773$ 126,773$ CARPET REPLACEMENT (SEPARATE PROJECT) Hallway, Main Lobby, and Office Area -32,959$ 32,959$ AWARD BUDGET (01/29/2026) PROJECT BUDGET - CITY HALL FRONT DESK REMODEL PREDESIGN BUDGET (04/23/2025) CD BUDGET (01/12/2026) Commission No. 252166 DN DW RE F RE F UP AREA OF WORK SERVER ROOM NOTE: ADD TEMPORARY POLY ENCLOSURE DURING THE COURSE OF CONSTRUCTION MAINTAIN ACCESS AND FREE EGRESS AT ALL TIMES EARTH CONCRETE MASONRY/ STONE METAL WOOD INSULATION EARTH GRANULAR FILL SAND TERRAZZO TOPPING WIRE MESHCONCRETE/ PRECAST BRICK MORTAR NETBLOCK ALUMINUM OTHERFERROUS FINISHED PLYWOOD PARTICLE BOARDCONSTRUCTION LUMBER RIGID SPRAY FOAM GRANULAR LOOSEBATT MISCELLANEOUS EXISTING CUT STONE EXISTING DEMOLISHED METAL STUD WOOD STUD MASONRY BRICK & BLOCK CAVITY WALL GLAZED OPENING CONCRETE/ PRECAST PARTITIONS EXISTING EXISTING DEMOLISHED A102 A102L 8'-8" C1 A5.2xx 2 GA2 D2 A4.2xx DETAIL NO DRAWING NO DETAIL NO DRAWING NO DETAIL NO DRWG NO WALL TYPES - INTERIOR HINGE SIDE BORROWED LIGHT DOOR OR WDW SWING & NO ROOM NAME REVISIONS ELEVATION NOTES APPLYNOTES, DIMENSIONS & DETAIL KEYS APPLY FROM NOTED DETAIL DETAIL REFERENCE OPENINGS, DEPRESSIONS OR AS NOTED ELEVATIONS GRIDS SECTIONS A102 3 B1 A4.1xx SYMBOLS 1 A4.7xx CLASSROOM CEILING HEIGHT CEILING MATL/ FIN ACT 1/- ROOM NUMBER OWNER INFO, AS NEEDED EXISTING WALL/ DOOR/ OTHER A102 CLASSROOM ARTOR DEMOLISHED WALL/ DOOR/ OTHER INTERIOR MISCELLANEOUS TILE ACOUSTIC TILE PLASTER ON METAL LATH EXPANSION JOINT MATERIAL F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: Scale: WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 St. Paul, Minnesota 55101 woldae.com | 651 227 7773 # 1/ 1 2 / 2 0 2 6 2 : 4 1 : 2 0 P M Au t o d e s k D o c s : / / 2 5 2 1 6 6 - C o t t a g e G r o v e C i t y H a l l & Pu b l i c S a f e t y F a c i l i t y - F r o n t D e s k R e m o d e l / 2 5 2 1 6 6 - C o t t a g e Gr o v e C i t y H a l l & P u b l i c S a f e t y F a c i l i t y - F r o n t D e sk R e m o d e l . r v t As indicated City of Cottage Grove CITY HALL & PUBLIC SAFETY FACILITY FRONT DESK REMODEL A0.00 COVER SHEET 12800 Ravine Pkwy S Cottage Grove, MN 55016 12800 Ravine Pkwy S Cottage Grove, MN 55016 JW AT 12/23/2025 252166 CITY HALL & PUBLIC SAFETY FACILITY FRONT DESK REMODEL CITY OF COTTAGE GROVE COTTAGE GROVE, MN ARCHITECTURAL A1.01a MAIN LEVEL DEMOLITION PLAN AND RCP A2.01a MAIN LEVEL FLOOR PLAN AND RCP A4.101 DETAILS - ELEVATIONS AND SECTIONS A4.102 SECTIONS A4.200 DETAILS AND SPECIFICATIONS NOT TO SCALE MAIN LEVEL OVERALL FLOOR PLAN Revisions Description Date Num DEMOLITION LEGEND WALL TO REMAIN DOOR TO REMAIN WALL TO BE REMOVED DOOR, FRAME, AND HARDWARE TO BE REMOVED UNLESS NOTED OTHERWISE DESIGNATED ITEM TO BE REMOVED DESIGNATED ITEM TO REMAIN DEMOLITION PLAN KEY NOTES: D01 REMOVE EXISTING GWB / METAL STUD KNEE WALL, INCLUDING ANCHORS, SEALANT, ETC. COMPLETE TO THE APPROXIMATE EXTENTS SHOWN AND AS REQUIRED - COORDINATE EXTENTS WITH NEW WORK. SEE DETAILS: AND REMOVE EXISTING TILE BASE. C1/A1.01a C2/A1.01a D02 CAREFULLY REMOVE AND SALVAGE EXISTING QUARTZ COUNTERTOP AND PLYWOOD IN ITS ENTIRETY. D03 REMOVE EXISTING VINYL WALL COVERING IN ITS ENTIRETY. D04 REMOVE EXISTING OPERABLE GLASS WALL SYSTEM IN ITS ENTIRETY, INCLUDING ASSOCIATED TRACK AND STRUCTURAL SUPPORT (STEEL BEAM AND HANGING RODS). D05 REMOVE EXISTING GWB / METAL STUD WALL (UP TO STRUCTURE) INCLUDING ANCHORS, SEALANT, ETC. COMPLETE TO THE APPROXIMATE EXTENTS SHOWN AND AS REQUIRED - COORDINATE EXTENTS WITH NEW WORK. D06 CAREFULLY REMOVE AND SALVAGE EXISTING SPRINKLER HEAD FOR REINSTALLATION. D07 ELECTRICAL: REMOVE EXISTING DUPLEX POWER OUTLET AND WIRING AS REQUIRED FOR INSTALLATION IN NEW LOCATION. REFER TO FLOOR PLANS. D08 ELECTRICAL: REMOVE EXISTING DATA OUTLET AND CABLING AS REQUIRED FOR INSTALLATION IN NEW LOCATION.. REFER TO FLOOR PLANS. D09 ELECTRICAL: CAREFULLY REMOVE AND SALVAGE EXISTING LIGHT FIXTURES FOR REINSTALLATION. REFER TO REFLECTED CEILING PLANS. D10 REMOVE PORTIONS OF GYPSUM BOARD CEILING AND SOFFITS - COORDINATE EXTENTS WITH NEW WORK. SEE ALSO MECHANICAL AND ELECTRICAL NOTES. D11 REMOVE PORTION OF GYPSUM BOARD SOFFITS AND METAL STUDS - COORDINATE EXTENTS WITH NEW WORK. D12 REMOVE EXISTING GWB / METAL STUD FRAMING AND P-LAM COUNTERTOP IN ITS ENTIRETY, INCLUDING ANCHORS, SEALANT, ETC. COORDINATE EXTENTS WITH NEW WORK. D13 REMOVE PORTION OF EXISTING CARPET AS REQUIRED TO ACCOMMODATE NEW WORK. D14 CAREFULLY REMOVE AND SALVAGE EXISTING TRANSACTION DRAWER. COORDINATE WITH OWNER ON LOCATION OF REINSTALLATION. D15 CARPET REMOVAL BY OWNER'S VENDOR (NIC). A 1 3 2 4 D01 D02 D01 D03 D03 D04 L1A-3/5 L1A-3/5 L1A-3/5 L1A-3/5 D07 D07 D07 D08 D08 D08 D12 D05 D13 D14 D15 D15 C1 A1.01a _______ C2 A1.01a _______C3 A1.01a _______ C5 A1.01a _______D09 D06 D11 10'-0" GWB / - D11 D11 D11 D10 D10 D09 D09 D09 D09 D11D06 A REMOVE GLASS WALL SYSTEM IN ITS ENTIRETY, INCLUDING SUPPORTING STRUCTURE REMOVE QUARTZ COUNTERTOP REMOVE WOOD PANELING, TILE BASE, METAL STUD FRAMING AND GYPSUM BOARD. REINSTALL TILE BASE. CAREFULLY REMOVE AND SALVAGE CASEWORK FOR REINSTALLATION REMOVE GYPSUM BOARD AND METAL STUD FRAMING A REMOVE GLASS WALL SYSTEM IN ITS ENTIRETY, INCLUDING SUPPORTING STRUCTURE REMOVE QUARTZ COUNTERTOP REMOVE OUTER LAYER METAL STUD FRAMING, WOOD PANELING, AND TILE BASE CAREFULLY REMOVE AND SALVAGE CASEWORK FOR REINSTALLATION INNER STUD WALL TO REMAIN. REMOVE GYPSUM BOARD TO ALLOW FOR NEW BALLISTIC MATERIAL AND POWER AND DATA A REMOVE GLASS WALL SYSTEM IN ITS ENTIRETY, INCLUDING SUPPORTING STRUCTURE REMOVE QUARTZ COUNTERTOP REMOVE WOOD PANELING AND TILE BASE. METAL STUD FRAMING AND GYPSUM BOARD TO REMAIN. REINSTALL TILE BASE. CAREFULLY REMOVE AND SALVAGE CASEWORK FOR REINSTALLATION REMOVE QUARTZ COUNTERTOP INNER STUD WALL TO REMAIN. REMOVE GYPSUM BOARD TO ALLOW FOR NEW BALLISTIC MATERIAL AND POWER AND DATA A REMOVE P-LAM COUNTER AND METAL STUD FRAMING REMOVE GLASS WALL SYSTEM IN ITS ENTIRETY, INCLUDING SUPPORTING STRUCTURE INNER STUD WALL TO REMAIN. REMOVE GYPSUM BOARD TO ALLOW FOR NEW BALLISTIC MATERIAL AND POWER AND DATA CAREFULLY REMOVE AND SALVAGE CASEWORK FOR REINSTALLATION. SEE FLOOR PLAN. F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 St. Paul, Minnesota 55101 woldae.com | 651 227 7773 # 1/ 1 2 / 2 0 2 6 2 : 4 1 : 2 2 P M Au t o d e s k D o c s : / / 2 5 2 1 6 6 - C o t t a g e G r o v e C i t y H a l l & Pu b l i c S a f e t y F a c i l i t y - F r o n t D e s k R e m o d e l / 2 5 2 1 6 6 - C o t t a g e Gr o v e C i t y H a l l & P u b l i c S a f e t y F a c i l i t y - F r o n t D e sk R e m o d e l . r v t As indicated City of Cottage Grove CITY HALL & PUBLIC SAFETY FACILITY FRONT DESK REMODEL A1.01a MAIN LEVEL DEMOLITION PLAN AND RCP 12800 Ravine Pkwy S Cottage Grove, MN 55016 12800 Ravine Pkwy S Cottage Grove, MN 55016 JW AT 12/23/2025 252166 Minnesota 12/23/2025 John McNamara Arch Num ARCHITECT DEMOLITION GENERAL NOTES 1. DEMOLITION NOTES AND PLANS ARE PROVIDED AS A GUIDE ONLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND EXAMINE DRAWINGS AND DETAILS TO DETERMINE EXTENT AND LIMITS OF DEMOLITION REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL ASPECTS OF DEMOLITION. CONTRACTOR TO REVIEW ALL DRAWINGS FOR ADDITIONAL DETAILS AND CONSTRUCTION SEQUENCING NOTES. MECHANICAL AND ELECTRICAL DEMOLITIONS ARE SHOWN ON MECHANICAL AND ELECTRICAL DRAWINGS. 3. REFER TO MECHANICAL AND ELECTRICAL FOR ADDITIONAL DEMOLITION NOTES. 4. CONTRACTOR TO COORDINATE DEMOLITION WITH DETAILS AND STRUCTURAL DRAWINGS TO INSTALL NEW LINTELS OR STRUCTURAL COMPONENTS TO SUPPORT EXISTING STRUCTURE. 5. PROVIDE AND COORDINATE ALL DEMOLITION AND RECONSTRUCTION WITH NEW WORK PLAN DIMENSIONS AND INSTALLATION OF NEW MATERIALS AND FINISHES, AS REQUIRED, WHETHER INDICATED ON DRAWINGS OR NOT. 6. PROVIDE SMOOTH AND CLEAN SUBSTRATE TO ALL AREAS RECEIVING NEW FINISHES. COORDINATE WORK WITH PLANS AND THE ROOM FINISH SCHEDULE. 7. ALL RELATED WOOD BLOCKING SUPPORT STRUCTURE, HARDWARE CONNECTION DEVICES, ADHESIVES, AND/OR MASTIC SHALL BE REMOVED FROM SURFACES AT ITEMS NOTED FOR REMOVAL. PROVIDE SURFACES ACCEPTABLE FOR PATCHING AND/OR NEW WORK. 8. DEMOLITION NOTES WITHOUT ARROWS INDICATE THAT THE NOTE APPLIES TO THE ENTIRE ROOM. 0 1/4" = 1'-0" MAIN LEVEL DEMOLITION PLANF4 0 1/4" = 1'-0" MAIN LEVEL DEMOLITION RCPF1 0 1/2" = 1'-0" SECTION 1 - COUNTER DEMOC1 0 1/2" = 1'-0" SECTION 2 - COUNTER ADA DEMOC2 0 1/2" = 1'-0" SECTION 3 - COUNTER WS DEMOC3 0 1/2" = 1'-0" SECTION 4 - POCKET DEMOC5 Revisions Description Date Num 0 1/4" = 1'-0" DEMOLITION ELEVATIONC6 FLOOR PLAN KEY NOTES: 01 ELECTRICAL: REINSTALL EXISTING ELECTRICAL OUTLET IN NEW WALL. 02 ELECTRICAL: REINSTALL EXISTING DATA OUTLET IN NEW WALL. 03 ELECTRICAL: PROVIDE NEW ELECTRICAL OUTLET IN NEW WALL. UTILIZE EXISTING CIRCUITRY SERVING THIS AREA. 04 ELECTRICAL: PROVIDE NEW DATA RECEPTACLE IN NEW WALL. (2) CAT6 CABLES. FEED FROM NEAREST DATA ROOM AS REQUIRED. 05 ELECTRICAL: PROVIDE NEW ELECTRICAL LIGHTING TOGGLE SWITCH IN NEW WALL TO CONTROL RELOCATED LIGHTS. PROVIDE NEW CIRCUITRY AS REQUIRED TO REMOVE FIXTURES FROM BAS CONTROL. 06 REINSTALL SALVAGED CASEWORK AS INDICATED ON ELEVATIONS. 07 CPT-1, BY OWNER. 08 CPT-2, BY OWNER. 09 PROVIDE CUT-OUTS FOR GROMMETS IN COUNTERTOP. 8'-0" GWB / PT 6F E7 A4.200 _______ F7 A4.200 _______ 10'-0" ACT 1 F7 A4.200 _______ C03 C03 C03 C03 C03 C02 10'-0" GWB / PT 6F C04 C04 OPEN OFFICE A117 A4.101 D3 LOBBY A114 A4.101 B3 GA6 A4.101B1 A4.101 B7 A 1 3 2 4 COORDINATE INSTALLATION OF NEW CARPET WITH OWNER'S VENDOR (NIC) 01 02 01 03 04 01 02 05 EXISTING CARPET TRANSITION EXISTING CARPET TRANSITION NEW CARPET TRANSITION (BY OWNER) NEW CARPET TRANSITION (BY OWNER) COORDINATE INSTALLATION OF NEW CARPET WITH OWNER'S VENDOR (NIC) ALIGN NEW CARPET WITH THIS WALL (BY OWNER) 07 07 08 09 09 09 09 09 09 RCP KEY NOTES: C01 PAINT ALL EXPOSED STRUCTURE, MECHANICAL AND ELECTRICAL PT-XX. DO NOT PAINT FIRE ALARM WIRES OR EQUIPMENT TAGS. C02 MODIFY CEILING GRID AS REQUIRED FOR NEW WORK. C03 ELECTRICAL: REINSTALL EXISTING LIGHT FIXTURE. C04 REINSTALL EXISTING SPRINKLER HEAD. S AP RCP LEGEND CANLIGHT 1 X 4 LIGHT FIXTURE 4' STRIP LIGHT FIXTURE 8' STRIP LIGHT FIXTURE 2 X 2 LIGHT FIXTURE (IN CEILING GRID) 2 X 4 LIGHT FIXTURE (IN CEILING GRID) CEILING MOUNTED LIGHT FIXTURE SPEAKER AIR DIFFUSER (IN CEILING GRID) RETURN AIR GRILLE (IN CEILING GRID) AIR DIFFUSER EXHAUST GRILLE ACCESS PANEL LINEAR DIFFUSER (IN CEILING GRID) PTD. GYPSUM BOARD CEILING / SOFFIT PENDANT LIGHT FIXTURE A4.101 D3 A4.101 B3 A4.101B1 A4.101 B7 A 1 3 2 4 GA6 GA6GA6 GA6GA6 GA6 GA6 GE2 GA6 01 02 01 02 01 02 05 03 04 01 04 06 06 06 GA6 F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 St. Paul, Minnesota 55101 woldae.com | 651 227 7773 # 1/ 1 2 / 2 0 2 6 2 : 4 1 : 2 2 P M Au t o d e s k D o c s : / / 2 5 2 1 6 6 - C o t t a g e G r o v e C i t y H a l l & Pu b l i c S a f e t y F a c i l i t y - F r o n t D e s k R e m o d e l / 2 5 2 1 6 6 - C o t t a g e Gr o v e C i t y H a l l & P u b l i c S a f e t y F a c i l i t y - F r o n t D e sk R e m o d e l . r v t As indicated City of Cottage Grove CITY HALL & PUBLIC SAFETY FACILITY FRONT DESK REMODEL A2.01a MAIN LEVEL FLOOR PLAN AND RCP 12800 Ravine Pkwy S Cottage Grove, MN 55016 12800 Ravine Pkwy S Cottage Grove, MN 55016 JW AT 12/23/2025 252166 Minnesota 12/23/2025 John McNamara Arch Num ARCHITECT FLOOR PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GWB / METAL STUD WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. FIELD VERIFY ALL MILLWORK OPENINGS. RCP GENERAL NOTES 1. FOR WALLS THAT PENETRATE CEILINGS SEE WALL TYPES SHOWN ON THE FLOOR PLAN. 2. SPRINKLER HEADS ARE NOT SHOWN. LOCATE ALL SPRINKLER HEADS IN THE CENTER OF CEILING TILES. 3. FOR DIFFUSER AND RETURN GRILL SIZES, SEE MECHANICAL PLANS. 4. FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL LIGHTING PLANS. 5. CEILINGS HEIGHTS INDICATED ON PLAN (E.G. 9'-0") ARE FROM FINISHED FLOOR OF LEVEL OF PLAN SHOWN OR INDICATED AS 109’-0”. 6. PLACE CONTROL JOINTS NOT MORE THAN 30 FEET APART ON WALLS, SOFFITS, AND CEILINGS OVER 50 FEET IN LENGTH, AT LOCATIONS SUSCEPTIBLE TO CRACKING AND AS SHOWN ON THE DRAWINGS. VERIFY CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 0 1/4" = 1'-0" MAIN LEVEL REFLECTED CEILING PLANF1 6'12'0 1/4" = 1'-0" MAIN LEVEL FLOOR PLANF5 6' 12' 0 1/4" = 1'-0" MAIN LEVEL FLOOR PLAN - BELOW COUNTER FRAMING PLANC5 6' 12' Revisions Description Date Num 24"24"18" OPEN OPEN OPEN F1 A4.102 _______F6 A4.102 _______C1 A4.102 _______C4 A4.102 _______ EO DATA EO DATA F4 A4.102 _______ SOLID SURFACE-1 TRIM SOLID SURFACE-1 TRIM EO DATA EO DATA A7 A4.200 _______ 3'-7 1/2" 5" 2'-0 1/2" 5" 3'-4" 5" 1'-6 1/2" 5" 3'-1" 5" 2'-0 3/4" 5" 7'-7 1/4" 8" 3'-8" 8'-4 1/4" 3'-8" 2'-1 1/8" 2'-2 5/8" 3'-8" A7 A4.200 _______ REINSTALL CASH DRAWER. COORDINATE EXACT LOCATION WITH OWNER. PT-6A VINYL BASE ALTERNATE NO. 1: PROVIDE QUARTZ-1 IN LIEU OF SOLID SURFACE-1 1/2" GLAZING AND ANODIZED ALUM BASE AND HEAD BRACKETS (W/ BUTT GLAZE JOINTS AT WALL CONNECTIONS) SOLID SURFACE-1 CAP PT-6A, TYP. 1/2" GLAZING AND ANODIZED ALUM BASE/HEAD BRACKETS, AND STAND-OFF BRACKETS SOLID SURFACE-1 COUNTERTOP W/ WATERFALL EDGE 1/2" GLAZING AND ANODIZED ALUM BASE AND HEAD BRACKETS (W/ BUTT GLAZE JOINTS) F1 A4.102 _______F6 A4.102 _______C1 A4.102 _______C5 A1.01a _______ 42 " TYP. 44" 6" P TILE-1 BASE WOOD PANELING SOLID SURFACE-1 CAP 1/2" GLAZING AND ANODIZED ALUM BASE AND HEAD BRACKETS (W/ BUTT GLAZE JOINTS AT WALL CONNECTIONS) 1/2" GLAZING AND ANODIZED ALUM BASE/HEAD BRACKETS, AND STAND-OFF BRACKETS PAINT TO MATCH EXISTING SOLID SURFACE-1 COUNTERTOP W/ WATERFALL EDGE 6" P-TILE-1 BASE 4" F4 A4.102 _______ VWC TO MATCH EXISTING EXISTING 1" REVEAL (FRY REGLET) NEW 1" REVEAL (FRY REGLET) TO MATCH EXISTING 42 " ALTERNATE NO. 1: PROVIDE QUARTZ-1 IN LIEU OF SOLID SURFACE-1 WOOD PANELING 1/2" GLAZING AND ANODIZED ALUM BASE AND HEAD BRACKETS (W/ BUTT GLAZE JOINTS) 6" P TILE-1 BASE WOOD PANELING SOLID SURFACE-1 CAP 1/2" GLAZING AND ANODIZED ALUM BASE AND HEAD BRACKETS (W/ BUTT GLAZE JOINTS) WOOD PANELING BEYOND ALTERNATE NO. 1: PROVIDE QUARTZ-1 IN LIEU OF SOLID SURFACE-1 NEW 1" REVEAL (FRY REGLET) TO MATCH EXISTING PAINT TO MATCH EXISTING SOLID SURFACE-1 COUNTERTOP 6" P-TILE-1 BASE WOOD PANELING NEW 1" REVEAL (FRY REGLET) TO MATCH EXISTING F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 St. Paul, Minnesota 55101 woldae.com | 651 227 7773 # 1/ 1 2 / 2 0 2 6 2 : 4 1 : 2 3 P M Au t o d e s k D o c s : / / 2 5 2 1 6 6 - C o t t a g e G r o v e C i t y H a l l & Pu b l i c S a f e t y F a c i l i t y - F r o n t D e s k R e m o d e l / 2 5 2 1 6 6 - C o t t a g e Gr o v e C i t y H a l l & P u b l i c S a f e t y F a c i l i t y - F r o n t D e sk R e m o d e l . r v t 3/8" = 1'-0" City of Cottage Grove CITY HALL & PUBLIC SAFETY FACILITY FRONT DESK REMODEL A4.101 DETAILS - ELEVATIONS AND SECTIONS 12800 Ravine Pkwy S Cottage Grove, MN 55016 12800 Ravine Pkwy S Cottage Grove, MN 55016 JW AT 12/23/2025 252166 Minnesota 12/23/2025 John McNamara Arch Num ARCHITECT 0 3/8" = 1'-0" SERVICE COUNTER ELEVATION (RECEPTIONIST SIDE)D3 2' 4' 0 3/8" = 1'-0" SERVICE COUNTER ELEVATION (PUBLIC SIDE)B3 2' 4'0 3/8" = 1'-0" SERVICE COUNTER ELEVATION (PUBLIC SIDE)B1 0 3/8" = 1'-0" SERVICE COUNTER ELEVATION 2 (PUBLIC SIDE)B7 Revisions Description Date Num A 1'-1" 7" 2 1/2" METAL STUD, 5/8" GYPSUM BOARD, AND, 1/2" WOOD PANEL-1 1/4" P-TILE-1 BASE, 5/8" GYPSUM BOARD, 1 1/2" METAL STUD 1/2" SOLID SURFACE-1 COUNTERTOP OVER 3/4" PLYWOOD 1/2" SOLID SURFACE-1 TRIM OVER 3/4" PLYWOOD 1/2" SAFETY GLASS NEW GYPSUM BOARD CEILING, SOFFIT, AND METAL FRAMING TIED TO EXISTING STRUCTURE. CONT. WOOD BLOCKING, METAL STUD FRAMING, AND METAL STUD KICKERS (24" ON CENTER) AS REQUIRED TO SUPPORT GLASS BRACKET 6' - 0 1 / 2 " 5 ' - 2 " 2 ' - 1 0 " 1/2" BALLISTIC MATERIAL (BLUE) VINYL BASE A 7 1 / 2 " 2 1/2" METAL STUD, 5/8" GYPSUM BOARD, AND, 1/2" WOOD PANEL-1 1/4" P-TILE-1 BASE, 5/8" GYPSUM BOARD, 1 1/2" METAL STUD 1/2" SOLID SURFACE-1 COUNTERTOP OVER 3/4" PLYWOOD 1/2" SOLID SURFACE-1 TRIM OVER 3/4" PLYWOOD EXISTING FRAMING - REMOVE GYPSUM BOARD TO ALLOW FOR INSTALLATION OF BALLISTIC MATERIAL AND POWER AND DATA. INSTALL NEW GYPSUM BOARD AND FINISH AS REQUIRED EXTEND METAL FRAMING UP AS REQUIRED FOR NEW COUNTERTOP 1/2" SAFETY GLASS NEW GYPSUM BOARD CEILING, SOFFIT, AND METAL FRAMING TIED TO EXISTING STRUCTURE. CONT. WOOD BLOCKING, METAL STUD FRAMING, AND METAL STUD KICKERS (24" ON CENTER) AS REQUIRED TO SUPPORT GLASS BRACKET 6' - 0 1 / 2 " 4 ' - 6 " 3 ' - 0 " 6 " 1/2" BALLISTIC MATERIAL (BLUE) VINYL BASE A 1/2" BALLISTIC MATERIAL (BLUE) AND 5/8" GYPSUM BOARD OVER EXISTING METAL FRAMING 1/2" WOOD PANEL-1 1/4" P-TILE-1 BASE 1/2" SOLID SURFACE-1 CAP OVER 3/4" PLYWOOD 1 1 / 2 " 2 ' - 1 0 1 / 2 " 6 " 6' - 0 1 / 2 " 4 ' - 6 " 3 ' - 6 " 4" 2" 1/2" SAFETY GLASS NEW GYPSUM BOARD CEILING, SOFFIT, AND METAL FRAMING TIED TO EXISTING STRUCTURE. CONT. WOOD BLOCKING, METAL STUD FRAMING, AND METAL STUD KICKERS (24" ON CENTER) AS REQUIRED TO SUPPORT GLASS BRACKET VINYL BASE A NEW GYPSUM BOARD CEILING, SOFFIT, AND METAL FRAMING TIED TO EXISTING STRUCTURE. AA.1 7 1 / 4 " 2 1/2" METAL STUD, 5/8" GYPSUM BOARD, AND, 1/2" WOOD PANEL-1 1/4" P-TILE-1 BASE, 5/8" GYPSUM BOARD, 1 1/2" METAL STUD 1/2" SOLID SURFACE-1 COUNTERTOP OVER 3/4" PLYWOOD 1/2" SOLID SURFACE-1 TRIM OVER 3/4" PLYWOOD 1/2" SAFETY GLASS NEW GYPSUM BOARD CEILING, SOFFIT, AND METAL FRAMING TIED TO EXISTING STRUCTURE. CONT. WOOD BLOCKING, METAL STUD FRAMING, AND METAL STUD KICKERS (24" ON CENTER) AS REQUIRED TO SUPPORT GLASS BRACKET REINSTALL SALVAGED CASEWORK _______C7 A4.200 6' - 0 1 / 2 " 5 ' - 2 " 2 ' - 1 0 " 1/2" BALLISTIC MATERIAL (BLUE) 0 3/4" = 1'-0" SECTION 1 - COUNTER ADAF1 0 3/4" = 1'-0" SECTION 3 - COUNTERF6 0 3/4" = 1'-0" SECTION 4 - COUNTER WSC1 0 3/4" = 1'-0" SECTION 5 - POCKETC4 F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 St. Paul, Minnesota 55101 woldae.com | 651 227 7773 # 1/ 1 2 / 2 0 2 6 2 : 4 1 : 2 4 P M Au t o d e s k D o c s : / / 2 5 2 1 6 6 - C o t t a g e G r o v e C i t y H a l l & Pu b l i c S a f e t y F a c i l i t y - F r o n t D e s k R e m o d e l / 2 5 2 1 6 6 - C o t t a g e Gr o v e C i t y H a l l & P u b l i c S a f e t y F a c i l i t y - F r o n t D e sk R e m o d e l . r v t 3/4" = 1'-0" City of Cottage Grove CITY HALL & PUBLIC SAFETY FACILITY FRONT DESK REMODEL A4.102 SECTIONS 12800 Ravine Pkwy S Cottage Grove, MN 55016 12800 Ravine Pkwy S Cottage Grove, MN 55016 Checker Author 12/23/2025 252166 Minnesota 12/23/2025 John McNamara Arch Num ARCHITECT Revisions Description Date Num 0 3/4" = 1'-0" SECTION 2 - COUNTER ADAF4 NOTE: POLISHED GLASS AT EXPOSED EDGES, TYPICAL ALUMINUM CHANNEL FRAME BELOW AS OCCURS 4" ROUND STAINLESS STEEL SPACER(S) AS OCCURS 1/2" TEMPERED GLASS, TYPICAL 2" _______B7 A4.200 1 1/2" ROUND STAINLESS STEEL SPACERS - PROVIDE QUANTITY AS SHOWN AND AS REQUIRED TO SUPPORT PANELS. CR LAURENCE OR EQUAL. SEALANT, EACH SIDE 1/2" TEMPERED GLAZING, TYP. COUNTERTOP OR CEILING AS OCCURS 1 1/4" X 1 9/16" X .125" ALUMINUM U- CHANNEL WITH GASKET SECURED TO SOLID SURFACE COUNTERTOP, WALL, CEILING AS OCCURS ALUMINUM CHANNEL FRAME BELOW AS OCCURS SILICONE SEALANT AT VERTICAL GLAZING JOINT, TYPICAL 1/2" TEMPERED GLAZING, TYP. DIVISION 2 1. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER’S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. 2. ENVIRONMENTAL CONTROLS: USE TEMPORARY ENCLOSURES, AND OTHER METHODS TO LIMIT DUST AND DIRT MIGRATION. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 3. LEAVE ALL SURFACES AND WORK READY AND ACCEPTABLE TO THE NEXT TRADE. USE ONLY MATERIALS AND TECHNIQUES THAT ARE ACCEPTABLE TO SUBSEQUENT TRADES TO REMOVE MATERIALS FROM SURFACES TO REMAIN. 4. REMOVE FROM BUILDING SITE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OF OFF SITE. A. DEMOLITION: A. GYPSUM BOARD (09 21 16): 1. GYPSUM BOARD A. STANDARD OR TYPE X, 5/8” THICKNESS. B. PANEL SHALL COMPLY WITH REQUIREMENTS OF ASTM C 1396 STANDARD SPECIFICATION FOR GYPSUM BOARD 2. METAL FRAMING A. METAL STUDS AND RUNNERS - 25 GAUGE OR PROSTUD 25 GAUGE EQUIVALENT. SIZE: AS NOTED ON DRAWINGS. 3. BALLISTIC MATERIAL A. TOTAL SECURITY SOLUTIONS FIBERGLASS WALL PANEL. B. LEVEL 3. C. APPROVED SUBSTITUTIONS ARE ACCEPTABLE. B. CEILING TILE (09 51 00): 1. ACT - MATCH EXISTING 2. GRID: SYSTEMS SPECIFIED ARE BY ROCKFON/CHICAGO METALLIC. EQUIVALENT SYSTEMS BY USG OR ARMSTRONG ARE ACCEPTABLE A. 200 INTERMEDIATE DUTY SNAP-GRID SYSTEM, STANDARD WHITE FINISH. C. CARPET FLOORING (09 68 13): BY OWNER, FOR REFERENCE ONLY 1. CARPET TILE, TYPE CPT #1: A. MANUFACTURER/COLLECTION/PATTERN/COLOR: 1. SHAW/SCULPT LOOP/5T183/CANYON 83750. 2. CARPET TILE, TYPE CPT #2: A. MANUFACTURER/COLLECTION/PATTERN/COLOR: 1. SHAW/SCAPE TILE/5T080/AREA 78761. C. PAINTING (09 91 00): 1. PRIMER: AS RECOMMENCED BY MANUFACTURER FOR APPLICATION (1 COAT) 2. WALLS: INTERIOR LATEX EGG SHELL (2 COATS) 3. SOFFITS/CEILINGS: INTERIOR LATEX FLAT (2 COATS) 4. COLORS: A. PT – MATCH EXISTING DIVISION 8 DIVISION 9 B. GLAZING (08 80 00): 1. SAFETY GLAZING: CLEAR HEAT-TEMPERED FLOAT GLASS, 1/2” THICK. A. CONFORM IN ALL RESPECTS TO THE "SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS" (16CFR 1201) ISSUED BY THE CONSUMER PRODUCT SAFETY COMMISSION AND CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. 2. GLAZING ACCESSORIES: A. ALUMINUM CHANNEL: FINISH TO BE SATIN ANODIZED. B. ROUND STAINLESS STEEL SPACER: CR LAURENCE CO., INC. PRODUCT NO. CDS3S, OR EQUAL AS APPROVED BY ARCHITECT C. GLAZING SEALANT: CLEAR, 100% SILICONE SEALANT AS RECOMMENDED BY GLAZING MANUFACTURER THE OWNER REQUIRES SUBSTANTIAL COMPLETION OF THE PROJECT ON OR BEFORE MARCH 31, 2026. SPECIFICATIONS A. SOLID SURFACE COUNTERTOP (12 32 00): 1. SOLID SURFACING SHEET OVER CONTINUOUS SUBSTRATE OF PLYWOOD. 2. CONFIGURATION FOR EXPOSED EDGES, BACK AND END SPLASHES, WITH DETAILS INDICATED ON DRAWINGS. 3. FABRICATE IN ACCORDANCE WITH MANUFACTURER'S STANDARD REQUIREMENTS. 4. INSTALL SOLID SURFACE COUNTERTOPS OVER 3/4 INCH PLYWOOD. 5. ALL COUNTERTOP JOINTS MUST BE DRY FIT AT THE FACTORY TO CHECK FOR CONSISTENCY IN COLOR FROM ONE PANEL TO THE OTHER AND OVERALL FINISHED PANEL THICKNESS, RESULTING IN HIGH QUALITY PRODUCT EASY TO INSTALL. 6. MANUFACTURERS/SERIES/COLORS/PATTERNS: A. CORIAN/LAVA ROCK. DIVISION 12 METAL DECK, AS OCCURS FILL VOID WITH ACOUSTIC SPRAY SYSTEM (AT RATED WALLS USE FIRESTOPPING SYSTEM) (EACH SIDE) ALLOW FOR 1" ROOF DEFLECTION @ TOP OF WALL @ BOTTOM OF BAR JOIST, DO NOT ATTACH GWB TO TOP TRACK CEILING, AS OCCURS SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW) FLOOR FINISH AND BASE AS SCHEDULED MTL STUD FRAMING AT 16'' O.C. 5/8'' GWB, EACH SIDE SEAL ALL VOIDS AROUND BAR JOIST WITH INSUL AND SEALANT OR FIRESTOPPING SYSTEM AND ADDITIONAL LAYERS OF GWB, AS REQUIRED (ALLOW FOR DEFLECTION) SEALANT EACH SIDE (WHEN WALL IS INSULATED) BELOW FOR DIMENSION SEE SCHEDULE SET ALL STUD TRACKS AND PERIMETER STUDS IN ACOUSTICAL SEALANT AT INSULATED WALLS D5 A4.705 _______ AT INSULATED WALLS CEILING PLANS SEE REFLECTED CEILING, AS OCCURS 5/8" GWB ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE. CEILING PLANS SEE REFLECTED CEILING PLANS SEE REFLECTED CEILING PLANS SEE REFLECTED 5/8" GWB ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE. SEE CLG PLAN BELOW FOR DIMENSION SEE SCHEDULE CEILING, AS OCCURS 5/8'' GWB METAL STUD FRAMING AT 16'' O.C. SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW) SET ALL STUD TRACKS AND PERIMETER STUDS IN ACOUSTICAL SEALANT AT INSULATED WALLS FLOOR FINISH AND BASE AS SCHEDULED MI N 4" D5 A4.705 _______ AT INSULATED WALLS 0 1 1/2" = 1'-0" GYPSUM BOARD SOFFITE7 1/2' 1' 0 1 1/2" = 1'-0" GYPSUM BOARD SOFFITF7 1/2' 1' 0 1 1/2" = 1'-0" WALL TYPE GE _ 1/2' 1' TYPE STUD SIZE INSULATION MIN STC NOTES GE2 2 1/2" 0 1 1/2" = 1'-0" WALL TYPE GA _ 1/2' 1' TYPE STUD SIZE INSULATION MIN STC NOTES GA6 3 5/8" SOUND BATT 48 F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 St. Paul, Minnesota 55101 woldae.com | 651 227 7773 # 1/ 1 2 / 2 0 2 6 2 : 4 1 : 2 5 P M Au t o d e s k D o c s : / / 2 5 2 1 6 6 - C o t t a g e G r o v e C i t y H a l l & Pu b l i c S a f e t y F a c i l i t y - F r o n t D e s k R e m o d e l / 2 5 2 1 6 6 - C o t t a g e Gr o v e C i t y H a l l & P u b l i c S a f e t y F a c i l i t y - F r o n t D e sk R e m o d e l . r v t As indicated City of Cottage Grove CITY HALL & PUBLIC SAFETY FACILITY FRONT DESK REMODEL A4.200 DETAILS AND SPECIFICATIONS 12800 Ravine Pkwy S Cottage Grove, MN 55016 12800 Ravine Pkwy S Cottage Grove, MN 55016 JW AT 12/23/2025 252166 Minnesota 12/23/2025 John McNamara Arch Num ARCHITECT 0 1 1/2" = 1'-0" PLAN DETAIL AT OFFSET GLAZINGA7 0 3" = 1'-0" OFFSET GLAZING AT TRANSACTION WINDOWB7 0 6" = 1'-0" GLASS CHANNEL DETAILC7 0 3" = 1'-0" PLAN DETAIL AT VERTICAL JOINTD7 Revisions Description Date Num A ANDREWS 1101 West Thorndale Avenue Itasca, Illinois 60143 715.299.7141ABC COMPANY 20070019 328 S. JEFFERSON STREET AAA MORTON GROVE, IL 60053 1/14/2026 A.ANDREWS@HENRICKSEN.COM Prepared For: www.henricksen.com Prepared By: Deliver To: Direct: Quote No.: Updated: Part NumberQty Descrip on Tag Unit Price Extended Price APWRTRGH36 Cable Management Trough 36"W - Black Only ALL WS4 $50.46 $201.84 .P Black APWRMOD Desktop Power Mod Rectangular ALL WS4 $203.19 $812.76 .AC USB-A/C .S Straight .STRM Storm Z5SC72 60W External Supt Channel for 72W W/S RECEPT1 $37.91 $37.91 CEP2429F Freestanding 24DX29-1/2H End Pnl Sup RECEPT1 $81.70 $81.70 $(P1)P1 Paint Opts .P7D Brownstone CDG Gussets (1 Pr) RECEPT1 $53.13 $53.13 $(P1)P1 Paint Opts .P7D Brownstone Z6CLFR Fixed C-Leg Right for Flat/Sq Edge RECEPT1 $161.46 $161.46 $(P1)P1 Paint Opts .P7D Brownstone Page 1 of 4 L VOELKERS/ANDREWS (PS 715.299.7141CITY OF COTTAGE GROVE CITY HALL 12800 RAVINE PARKWAY S COTTAGE GROVE, MN 55016 11/11/2025 A.ANDREWS@HENRICKSEN.COM Prepared By: Direct: Updated: Part NumberQty Descrip on Tag Unit Price Extended Price T52424SN Primary 24Dx24W Flat Eg Lam w/o Grom RECEPT1 $112.14 $112.14 $(L1STD)Grd L1 Standard Laminates .LW7C Shaker Cherry .DF Shaker Cherry *Prev EDF* ELF830NA Ess Lat 30W 28H 2-12" Drws Arch Pull RECEPT1 $472.38 $472.38 $(P1)P1 Paint Opts .P7D Brownstone .EL Ma e Silver .STD Standard Random key A6REC3S3LCF A6 3 Stage 3 Leg Rectangle C Foot RECEPT1 $1,042.90 $1,042.90 $(P1)P1 Paint Opts .P7D Brownstone .X Standard Glide .MEM Memory Preset T52436S Primary 24Dx36W Flat Eg Lam w/Grommet RECEPT1 $133.23 $133.23 $(L1STD)Grd L1 Standard Laminates .LW7C Shaker Cherry .DF Shaker Cherry *Prev EDF* .P Plas c Grommet T5822EL Corner Cove 60x36-24L/24R Extd LH Flat w/Groms RECEPT1 $235.49 $235.49 $(L1STD)Grd L1 Standard Laminates .LW7C Shaker Cherry .DF Shaker Cherry *Prev EDF* .P Plas c Grommet Z5SC84 72W External Supt Channel for 84W W/S WS A AND B2 $45.39 $90.78 37306055BW ASI GR ASM BRWNSTONE WS A AND B4 $5.05 $20.20 Page 2 of 4 Part NumberQty Descrip on Tag Unit Price Extended Price A6MREC3S2LTF A6 Max 3 Stage 2 Leg T Foot WS A AND B2 $921.15 $1,842.30 $(P1)P1 Paint Opts .P7D Brownstone .X Standard Glide .MEM Memory Preset 22"D x 94"W Laminate Worksurface WS A AND B2 $342.11 $684.22 .PVC Edge Tops PLAM Shaker Cherry PVC Shaker Cherry GROM 2 Grommets Z5SC48 36W External Supt Channel for 48W W/S WS C1 $24.56 $24.56 TK372PT Extended Radius Top Trim 72W WS C1 $47.26 $47.26 $(P1)P1 Paint Opts .P7D Brownstone T6CB12L Can lever Bkt 12D LH Terrace WS C1 $20.03 $20.03 $(P1)P1 Paint Opts .P7D Brownstone T6CB12R Can lever Bkt 12D RH Terrace WS C2 $20.03 $40.06 $(P1)P1 Paint Opts .P7D Brownstone A6REC3S2LTF A6 3 Stage 2 Leg Rectangle T Foot WS C1 $663.76 $663.76 $(P1)P1 Paint Opts .P7D Brownstone .X Standard Glide .MEM Memory Preset X1 $0.00 $0.00 Page 3 of 4 $663.76 Part NumberQty Descrip on Tag Unit Price Extended Price Design/PM Y1 $315.00 $315.00 INSTALL Installa on Z1 $1,888.00 $1,888.00 .Includes: .Recep on area furniture put on blocks for carpet install .Large storage pieces taken to storage onsite .Reinstall exis ng furniture a er carpet install .Install all new furniture GRAND TOTAL $8,981.11 Approved By:_________________________________________________________ Date:_________________ PLEASE REMIT WITH COPY OF YOUR PURCHASE ORDER PO:_________________ All items are special order and cannot be changed, cancelled or returned once factory production runs have closed. Installation to occur during regular business hours unless otherwise specified. Site to be accessible by commercial vehicles, free of obstacles & debris and subject to inspection and approval by Henricksen PSG. Construction punchlist to be completed before furniture is delivered and installed. Installation of modular electrical components to be performed by licensed electrician and not included in this proposal unless otherwise specified. Any existing furniture to be removed from areas designated to receive new furniture prior to delivery/installation of new furniture. Handling of existing furniture not included in this proposal unless otherwise specified. Pricing to be confirmed at time of order pending contract-approved amendments. Page 4 of 4 REV DATE DESCRIPTION DWN T T T JOANNKATHY T PATTY LOCK 101 LOCK 102 LOCK 103 (2)481P-7 Pocket Magazine &Recycle Open Office #A117 R ! R CL-R CR 30x72 CR CL 72-A6 SC 60 Cottage Grove City Hall Acct Exec Order # FURNITURE PLAN Cottage Grove, MN 55016 s:\Project\PSGM\CITYCOTG-CITY OF COTTAGE GROVE\CITY HALL AND POLICE\_DESIGN\DRWG\CITYOCG_CITY HALL PD_ FRONT DESK REVISIONS.cmdrw Scale 1/13/2026 2:49:46 PM --- 1200 Ravine Pkwy S Project ID Drawn by [Top notes #1] PSGM NE W H A EXIST Notes NEW HA Original Project Date: 1 MMS PO # NE W H A 25100475 3/8"=1'-0" Area of Work F. entry, Drawings and specifications are intended to provide interior designs and layouts in sufficient detail for project installation. Designs are the sole property of Henricksen and shall not be shared, used, or disclosed to any persons or firm outside the scope of this project without receiving prior written consent from Henricksen. Architects and contractors shall be responsible for all dimensions and conditions on the job and shall immediately notify Henricksen of any variations from the dimensions and conditions HA BASE ADDITION OPEN OFFICE A117 PLAN VIEW REV DATE DESCRIPTION DWN Cottage Grove, MN 55016 Scale s:\Project\PSGM\CITYCOTG-CITY OF COTTAGE GROVE\CITY HALL AND POLICE\_DESIGN\DRWG\CITYOCG_CITY HALL PD_ FRONT DESK REVISIONS.cmdrw Acct Exec FURNITURE PLAN 1200 Ravine Pkwy S [Top notes #1]1/13/2026 2:49:46 PM Order # Project ID Drawn by Cottage Grove City Hall --- PO # 2 Drawings and specifications are intended to provide interior designs and layouts in sufficient detail for project installation. Designs are the sole property of Henricksen and shall not be shared, used, or disclosed to any persons or firm outside the scope of this project without receiving prior written consent from Henricksen. Architects and contractors shall be responsible for all dimensions and conditions on the job and shall immediately notify Henricksen of any variations from the dimensions and conditions PSGM 25100475 entry, HA BASE ADDITION Notes NTS F. MMS Original Project Date: Area of Work FRONT DESK 3D VIEW 1 City Council Action Request 7.Q. Meeting Date 2/4/2026 Department Engineering Agenda Category Action Item Title County 19A/100th Street Realignment – BUILD Grant Application Staff Recommendation Adopt Resolution 2026-022 supporting the City’s Better Utilizing Investments to Leverage Development (BUILD) grant application for the County 19A/100th Street Realignment Project. Budget Implication N/A Attachments 1. 2026 BUILD Grant Application council memo 2. 2026 BUILD_CottageGrove Resolution To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Paul Sponholz, City Engineer Date: January 26, 2026 Re: County 19A/100th Street Realignment – Better Utilizing Investments to Leverage Development (BUILD) Grant Application Background In 2019, Washington County began a planning study related to a future arterial roadway to be developed in the southwestern area of the County, within the City of Cottage Grove. The primary driver of this study was to address the lack of arterial roadways in this area of the County. The County worked with several partners on this project including Cottage Grove, St. Paul Park, Grey Cloud Island Township, and the South Washington Watershed District. In April of 2021, the final study, the Southwest Arterial Study, was approved by the City Council. Since that time, this southern area of Cottage Grove has seen a rapid acceleration of both industrial and residential development. Due to this, the City and County are working to implement the first phase of the Southwest Arterial Study. This will involve the realignment of County 19A and 100th Street to provide a direct connection from Highway 61 into the Business Park. This project would also include the construction of a bridge over the CPKC Railroad, which is critical to allow for unhindered access for logistics and distribution businesses. Discussion Preliminary design work has been completed for this project which the total cost is estimated at $46,900,000. While the City and County have started final design, construction costs are not fully funded at this point. To date, the City and County have received $13.667 million in state and federal grant funding. The City and County are working to obtain additional funding through multiple sources including federal and state grants and bonding. Along those lines, the City is leading the effort to submit a federal grant application for the Better Utilizing Investments to Leverage Development (BUILD) Grant. The City will be requesting a grant amount of $20,260,000. A local cost share of at least $5,065,000 is required to receive the grant. The City and County Capital Improvement Plans outline local funding that will be used to cover that share and the remaining costs. As part of the application, a resolution from the City Council is required. The application deadline is February 24, 2026 with selections announced by June 28, 2026. Recommendation It is recommended that the City Council adopt Resolution 2026-022 supporting the City’s Better Utilizing Investments to Leverage Development (BUILD) grant application for the County 19A/100th Street Realignment Project. CITY OF COTTAGE GROVE, MINNESOTA RESOLUTION AUTHORIZING THE CITY TO APPLY FOR THE BETTER UTILIZING INVESTMENTS TO LEVERAGE DEVELOPMENT (BUILD) DISCRETIONARY GRANT WHEREAS, the U.S. Department of Transportation (DOT) announced its latest discretionary funding opportunity through the FY 2026 Better Utilizing Investments to Leverage Development (BUILD) Program, allocating $1.5 billion to fund projects that improve safety, environmental sustainability, quality of life, mobility, and community connectivity, and economic competitiveness consistent with DOT's strategic goals; and WHEREAS, the City of Cottage Grove is experiencing incredible growth and modernization; and WHEREAS, with such rapid growth, it has been a challenge to replace aging infrastructure, address increasing traffic congestion, and improve safety, all while encouraging continued population growth and job growth; and WHEREAS, a 2019 study led by Washington County (the “Study”), in partnership with the city, documented a lack of roadways specifically serving an area of growing industrial and residential development near Jamaica Avenue and US Highway 61, a pivotal intersection for the community and region; and WHEREAS, the Study recommended the solution to support new industrial and supporting residential development and addressing existing multimodal mobility concerns is the construction of a new arterial roadway that would also require the realignment of the existing 100th Street and County Road 19A, the intersection reconstruction of County Road 19A and US Highway 61 and the construction of a railroad bridge to provide a grade-separated crossing over Canadian Pacific’s rail line (hereinafter referred to as the “Southwest Arterial Project”); and WHEREAS, there has already been unprecedented growth in the City’s Industrial Park from industry-leading producers and employers such as 3M, Renewal by Anderson, Airgas, and NorthPoint Development, which has resulted in over 3.5 million square feet of industrial development and is expected to result in thousands of new jobs; and WHEREAS, the Southwest Arterial Project will have a substantial and immediate impact by providing efficiencies in the movement of goods and people while facilitating the continued development of the southwest portion of the city; and WHEREAS, there are significant funding constraints put on the City of Cottage Grove and Washington County to design and implement the Southwest Arterial Project; and WHEREAS, $13,667,000 in competitive funding has already been awarded to the project through the Metropolitan Council’s PROTECT Program, MnDOT’s Minnesota CITY OF COTTAGE GROVE, MINNESOTA Highway Freight Program, and a Community Project Funding allocation with support from Congresswoman Angie Craig; and 1 City Council Action Request 8.A. Meeting Date 2/4/2026 Department Finance Agenda Category Action Item Title Approve Disbursements Staff Recommendation Approve disbursements from 01-16-26 to 01-29-26 in the amount of $5,489,440.95. Budget Implication N/A Attachments 1. Expense Approval Report 2-4-2026 Council Meeting 2. Payroll Check Register 2-4-2026 Council Meeting 3. UB Check Register 2-4-26 Council Meeting 1 City Council Action Request 9.A. Meeting Date 2/4/2026 Department Community Development Agenda Category Action Item Title Cedarhurst Historic District Nomination to City Register of Historic Sites and Landmarks Staff Recommendation 1) Hold the public hearing for the nomination of the Cordenio Severance House (Cedarhurst) Mansion and the Gardener's Cottage to the City Register of Historic Sites and Landmarks. 2) Adopt Resolution 2026-026 to place the Cordenio Severance (Cedarhurst) Mansion and significant outbuildings located at 6940 Keats Avenue South, and the Gardener's Cottage located at 9912 70th Street South on the City Register of Historic Sites and Landmarks to be known as the “Cedarhurst Historic District.” Budget Implication N/A Attachments 1. Cedarhurst District Historic Registration CC Memo 2. Cedarhurst District Historic Registration Resolution 2026-026 3. Cedarhurst District Historic Registration Final Cedarhurst Historical Evaluation 4. Cedarhurst District Historic Registration Resolution 2025-114 (HCUP for 9912 70th St) 5. Cedarhurst District Historic Registration FINDINGS OF SIGNIFICANCE 6. Cedarhurst District Historic Registration National Register Information Cordenio Severance House 9 Cedarhurst To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Max Erickson, Planner Date: January 28, 2026 Re: Cedarhurst Historic District Nomination Proposal The property owner of the Cedarhurst Mansion property at 6940 Keats Avenue South and the Gardener’s Cottage property at 9912 70th Street South has submitted a nomination to add the Cedarhurst Mansion and the Gardener’s Cottage to the City Register of Historic Sites and Landmarks as a Historic District. Background The Cedarhurst property at 6940 Keats Avenue and the Associated Gardener’s Cottage at 9912 70th Street are located in the northeast quadrant of the City of Cottage Grove. The current sites together include 14 resources – buildings, structures, and objects – located on two landscaped parcels (a total of approximately 13 acres) bordered by former Military Road to the northeast, a single-family housing development to the north and west, Keats Avenue to the east, and 70th Street to the south. Vehicular access is provided at Keats Avenue and 70th Street. The initial site at 6940 Keats Avenue was constructed and owned by Charles O. Fanning around 1867. He and his family lived at the original small residence. By 1887 the residence changed ownership to Charles’ granddaughter Fidelia Harriman and her daughter Mary Harriman. Mary Harriman married Cordenio Severance in 1889. From 1889 until 1925, the Cedarhurst Mansion was occupied by Mary and Cordenio Severance, who was a notable St. Paul attorney by this time. During this time the whole of the Mansion and the Gardener’s Cottage were constructed. The Severances utilized the Cedarhurst site as a country estate – a part-time residence for summer vacations, entertaining guests, and pursuing their individual interests and hobbies. The Severance’s both passed away in 1925, and the property was passed to Mary’s cousin, Mary Zelch. The Zelchs owned the property until 1939 when it was purchased by Harvey Boomer, vice president of the Jobbers Supply Company of Minneapolis. Following a divorce in 1946, Celia Boomer was granted the property. The property was then sold in 1950 to Colonel Francis Markoe. Prior to 1960 the property was divided between the Mansion with smaller buildings and the Gardener’s Cottage. In 1962 the mansion was sold to the Catholic Archdiocese of St. Paul who had planned to utilize it as an elderly living facility, which did not come to pass. The property was vacant until 1973 when the property was purchased by Fredrick Newman. The Mansion was listed on the National Registry of Historic Places in 1976. Honorable Mayor, City Council, and Jennifer Levitt In 1977 the Mansion was purchased by Jean and Ron Nienaber who utilized Cedarhurst as their personal residence and the site of their catering and interior decorating business. They were the first documented owners to utilize the Mansion as an event space for weddings, conferences, and other gatherings. During this time, another addition was constructed on the west wing (above the original 1867 house) to add a new porch and living space. They made alterations to the roof and added several trees. The property was sold to Leyland Gohlike in 1997, who intended to use the property as a bed and breakfast restaurant and conference center. During this time, the kitchen was remodeled, and the garage roof was replaced. Planning Considerations Honorable Mayor, City Council, and Jennifer Levitt by the ACHP, nominations are also reviewed by the Minnesota Historical Society. This request is currently under review by the Minnesota Historical Society. 1. Its character, interest or value as part of the history or cultural heritage of the City, the State or the United States. 2. Its association with persons or events that have made a significant contribution to the cultural heritage of the City. 3. Its embodiment of distinguishing characteristics of architectural type or style, or elements of design, detail materials or craftsmanship. Honorable Mayor, City Council, and Jennifer Levitt This is consistent with the Findings of Significance, which was issued by the ACHP in 2000, which was intended to designate both sites as the Cedarhurst Historical District. Public Hearing Notice Advisory Committee of Historic Preservation Recommendation Attachments: CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2026-026 A RESOLUTION DESIGNATING THE CEDARHURST MANSION PROPERTY AT 6940 KEATS AVENUE SOUTH AND THE GARDERNER’S COTTAGE PROPERTY AT 9912 70TH STREET SOUTH TO THE CITY REGISTER OF HISTORIC SITES AND LANDMARKS AS A HISTORIC DISTRICT WHEREAS, the property owner (Bellagala) submitted a nomination of the Cedarhurst Mansion and Gardener’s Cottage Properties to the City Register of Historic Sites and Landmarks as a Historic District, located on property legally described as: Tract “A” of Registered Land Survey No. 63, EXCEPT the South 436.6 feet of the West 300.0 feet thereof, as surveyed and filed in the office of the Registrar of Titles in and for Washington County, Minnesota. Subject to right of way of County Road No. 22. Together with an easement for underground drainage of sewage through underground pipes, lines and disposal facilities lying under the East 145 feet of the South 40 feet of the North 210 feet of said South 436.6 feet of the West 300.0 feet of said Tract “A” of Registered Land Survey No. 63, said easement to continue until existing underground pipes, lines and disposal facilities require repair, and then terminating ; and The South 436.6 feet of the West 300.0 feet of Tract “A” of Registered Land Survey No. 63, as surveyed and filed in the office of the Registrar of Titles in and for Washington County, Minnesota. Subject to right of way of County Road No. 22. Subject to an easement for underground drainage of sewage through underground pipes, lines and disposal facilities lying under the East 145 feet of the South 40 feet of the North 210 feet of said South 436.6 feet of the West 300.0 feet of said Tract “A” of Registered Land Survey No. 63, said easement to continue until existing underground pipes, lines and disposal facilities require repair, and then terminating. Commonly known as 6940 Keats Avenue South and 9912 70th Street South, Cottage Grove, Washington County, State of Minnesota. WHEREAS, City Code Title 2-2 outlines the designation and management of historically significant properties; and WHEREAS, the Cordenio Severance House (Cedarhurst) is currently listed on the National Register of Historic Places; and WHEREAS, in 2000, the Advisory Committee for Historic Preservation (ACHP) issued a Findings of Significance making the Cedarhurst Mansion and Gardener ’s Cottage Properties eligible to be included on the City Register of Historic Sites and Landmarks; and WHEREAS, the ACHP, at their Meeting on October 14, 2025, found that the Cedarhurst Property is of sufficient character and interest, and that it is of value as part of the history or cultural heritage of the city and the state and unanimously (4 -0 vote) recommended that the City Council hold a public hearing and adopt the nomination to add the properties to the City Register of Historic Sites and Landmarks as a Historic District; and City of Cottage Grove, Minnesota City Council Resolution 2026-026 Page 2 of 2 WHEREAS, the ACHP found that the properties have recorded documentation of their association with persons or events that have made a significant contribution to the cultural heritage of the city; and WHEREAS, the ACHP found that the properties have the embodiment of distinguishing characteristics and elements of architectural style design, detail, materials, and craftmanship; and WHEREAS, the ACHP found that the properties have the potential to yield information important to the history of Cottage Grove; and WHERAS, two Historic Properties Conditional Use Permits to operate a wedding venue (Resolutions 2025-112 and 2025-114) have been approved for the Cedarhurst Mansion and the Gardener’s Cottage sites; and WHEREAS, the property owners will invest time and money into the repair and maintenance of the property and its structures to maintain the survivability of historically significant features as a component of the community landscape as outlined in September 2022 Cedarhurst Historic Site Design Guidelines and Resolution 2025-113; and WHEREAS, City ordinances require that for a property to be eligible for a Historic Properties Conditional Use Permit the property must be included on the City Register of Historic Sites and Landmarks; and WHEREAS, a planning staff report, which detailed specific information on the property and the application request, was prepared and presented; and 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, the public hearing was open for public testimony, and no public testimony was received. NOW, THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby places the Cedarhurst Mansion property located at 6940 Keats Avenue South and the Gardener ’s Cottage property located at 9912 70th Street South, Cottage Grove on the City Register of Historic Sites and Landmarks as the Cedarhurst Historic District. Passed this 4th day of February 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk CORDENIO SEVERANCE HOUSE [CEDARHURST] HISTORI CAL EVALUATION 6940 Keats Avenue South , Cottage Grove April 2022 575 9 TH STREET SE, STE 215 | MINNEAPOLIS, MN 55414 | 612.843.4140 | NEWHISTORY.COM Historical Evaluation Severance, Cordenio House [Cedarhurst] 6940 Keats Avenue South Cottage Grove, Minnesota 55016 Prepared for: City of Cottage Grove 12800 Ravine Pkwy South Cottage Grove, MN 55016 By: New History 575 Ninth Street Southeast, Suite 215 Minneapolis, Minnesota 55414 (612) 843-4140 www.newhistory.com For questions and comments: Lauren Anderson, anderson@newhistory.com Meghan Elliott, elliott@newhistory.com (612) 843-4140 ©2022 New History TABLE OF CONTENTS Executive Summary 1 Physical Description and Contributing Resources 2 Circulation 2 Vegetation 3 Buildings 3 Historical Significance 15 Endnotes 27 Appendix A: Current Photos Appendix B: Figures 1 EXECUTIVE SUMMARY This report summarizes our historical research on the Cordenio Severance House (also known as Cedarhurst) at 6940 Keats Avenue South in Cottage Grove, Minnesota. The property was listed in the National Register of Historic Places (NRHP) in 1976. The purpose of our research was to provide information on the history and development of the site to supplement the information available in the NRHP nomination and assist in the future development of design guidelines for the property. We have provided recommendations on why the property is significant (Criteria for Evaluation) and when the property was significant (Period of Significance). We have also provided recommendations on which of the buildings, structures, and objects located on the site should be considered historic (“contributing”) resources. Property History: • The current site includes a large house and ten associated structures on approximately 13 acres of land. The house was constructed in stages between c. 1867 and 1917 and was historically associated with hundreds of acres of surrounding farm land. • From 1889 until 1925, the house was occupied by notable St. Paul attorney Cordenio Severance and his wife Mary Severance. From 1925 until the present, the property has had a succession of private owners. Most recently, it has been utilized as an event venue. National Register of Historic Places (NRHP) Designation: • For a property to be listed on the NRHP, it must demonstrate historic significance by meeting at least one of the National Park Service’s (NPS) Criteria for Evaluation. • The Cordenio Severance House was listed on the NRHP in 1976 for “its association with Cordenio Severance, a leading St. Paul attorney from 1887 through the 1920s, and as an example of an opulent country estate.”1 The nomination does not specify the applicable Criteria for Evaluation, nor does it provide a clear period of significance for the property. Additionally, the nomination does not specify if any of the site’s outbuildings or objects contribute to its historical significance. Recommended Criteria for Evaluation, Period of Significance, and Contributing Resources: • Based on our research, we agree that the property’s listing on the NRHP corresponds to its association with notable St. Paul attorney Cordenio Severance. This means that the property meets NPS’s Criterion B, which applies to properties “associated with the lives of persons significant in our past.”2 Based on this association, we recommend a period of significance of 1889 – 1925, which reflects the time period during which Severance owned and occupied the property. • Based on our research, the property includes a mixture of contributing and non-contributing resources. Our recommendations are included in the “Physical Description and Contributing Resources” section of this report. 2 PHYSICAL DESCRIPTION and CONTRIBUTING RESOURCES The Cordenio Severance House (commonly known as Cedarhurst) at 6940 Keats Avenue South is located in the northeast quadrant of the City of Cottage Grove. During the proposed period of significance, the property was associated with hundreds of acres of surrounding farmland.3 Today, it includes a large house and several structures located on two landscaped parcels (a total of approximately 13 acres) bordered by Military Road to the northeast, a single-family housing development to the north and west, Keats Avenue South to the east, and 70th Street South to the south (see Appendix D, Site Map). Vehicular access is provided at Keats Avenue South and 70th Street South. The Cordenio Severance House and associated outbuildings are located near the center of the site. (For clarity, the term “Cedarhurst” is used in this report to describe the entire site, while “Severance House” refers to the house itself.) Based on our historical research, we recommend that the property be considered historically significant for its association with notable St. Paul attorney Cordenio Severance. The recommended period of significance is 1889 until 1925, reflecting the time period during which Severance owned and occupied the property (see “Recommended Criteria for Evaluation and Period of Significance” section at the end of this report). The various resources on the site, including buildings, structures, and objects, can be classified as historic (“contributing” to the historical significance of the site) or non-historic (“noncontributing”). According to the National Park Service, resources should be considered contributing if they “[were] present during the period of significance, [relate] to the documented significance of the property, and possesses historic integrity or [are] capable of yielding important information about the period.”4 Properties that possess historic integrity retain their physical characteristics from the period of significance. At Cedarhurst, contributing resources are defined as resources that were constructed by 1925 (the end of the period of significance) as part of the Severance estate and that retain historic integrity. Resources constructed before 1925 that do not retain historic integrity and resources constructed after 1925 should be considered non-contributing. Below, we have provided information on each resource’s date of construction, integrity, and recommended contributing/non-contributing status. (See Appendix D, Site Map for resource locations.) We have also provided information on the property’s historic circulation patterns and vegetation. CIRCULATION The only existing vehicular circulation on the site is a paved, L-shaped drive that passes between the house and outbuildings connecting 70th Street South to Keats Avenue South (Photos 1 and 3). The drive includes a roundabout between the Severance House and outbuildings (Photo 2). Gravel parking areas added between 1964 and 1980 are located along the drive to the northeast and southwest of the house (Photo 5).5 3 A historic photograph of the house reveals that during the proposed period of significance (1889 – 1925), a walkway or drive ran northeast-southwest from the intersection of Keats Avenue South and Military Road towards the north side of the house (Figure A). Aerial photographs from the proposed period of significance do not exist, making it difficult to determine other historic circulation patterns. The earliest available aerial photograph of the site dated 1936 (Figure B) shows a drive running north-south from 70th Street South to Military Road. The north half of this drive was closed off in 1984 and is no longer present. The drive entrance at 70th Street South was moved east to its current location sometime after 1964. 1936 and 1945 aerial photographs also indicate that there was previously a narrow walkway running southeast-northwest from Keats Avenue South towards the south side of the house (Figures B, C, and D).6 VEGETATION Current vegetation includes a mixture of deciduous and coniferous trees and areas of open lawn (Photos 1 – 8 and Appendix D, Site Map). The primary east elevation of the Severance House is set back from Keats Avenue South by an expansive grass lawn (Photo 3). Hedges along Military Road, Keats Avenue South, and 70th Street South border the northeast, east, and south edges of the site (Photo 4). To the south of the Severance House, there is formal garden surrounded by a partial-height concrete walls and an L-shaped grouping of cedar trees (Photos 5 and 6). Photographs from the proposed period of significance indicate that the east lawn is a historic feature and that large mature trees were historically located along the house’s east elevation (Figure E, G, and I). Historic photographs also indicate that the garden held formal plantings during the proposed period of significance (Figure H). Articles in periodicals written during the proposed period of significance mention “huge lilac hedges” bordering the lawns, suggesting that the existing hedges are historic as well. Other articles written during the proposed period of significance describe the site as having “tall and magnificent ancient trees” and “spacious lawns [and] lovely gardens.” One 1925 article noted that the house was “set in the center of a grove of giant cedars.” Based on these descriptions and historical photographs (Figures E - J), it appears that the site historically had a mixture of open lawn and mature trees, including cedars like those currently located to the south of the house. The earliest available aerial photograph from 1936 shows a vegetative border surrounding the site with trees and vegetation surrounding the house and lining the drives and walkways from Keats Avenue South and Military Road towards the buildings at the center of the site. Areas of open lawn were located between the vegetation-lined walkways (Figures B and C). 7 BUILDINGS Cordenio Severance House Construction date(s): c. 1867 - 1917 Integrity: yes Recommended status: contributing 4 Development History The Cordenio Severance House is a large, two-story residence located at the center of the Cedarhurst site. The residence began as a small house constructed by Charles Fanning in c. 1867 and was expanded at least twice to create the existing building (see Appendix C, Severance House Development Diagram). No drawings of the original house or subsequent additions have been located, making it impossible to confirm the dates of early additions. It is likely that there were one or two additions in the late 1800s and/or early 1900s. A final addition occurred in 1916 - 1917 as documented in historic newspaper articles.8 Though numerous secondary sources have attributed this last addition to architect Cass Gilbert, correspondence included in the Davis, Kellogg & Severance papers at the Minnesota Historical Society indicates that architect Allen H. Stem of the St. Paul architectural firm of Reed & Stem was very likely responsible for its design (for more information, see Historical Significance section below).9 The two-story, L-shaped house is visually organized into two wings (Appendix C, Development Diagram): 1) A large, cross-gabled wing (Wing A) with a basically rectangular plan and concrete foundation comprises the majority of the existing house (Photo 3). The south half of this wing was likely constructed sometime in the late 1800s or early 1900s and may have been completed as two separate additions. The north half of Wing A is the 1917 addition. 2) A small, cross-gabled wing (Wing B) with an irregularly-shaped plan and stone foundation is attached to the west (rear) elevation of Wing A (Photo 11). Given the vernacular, simple style of this portion of the house and its stone foundation, this may have been the original farmhouse constructed in c. 1867. The Cordenio Severance House maintains integrity to the period of significance and is a contributing resource. In the following narrative description, the term “non-historic” refers to materials and features that were likely installed after the end of the period of significance in 1925. General Exterior (Photos 3, 9 – 20) The Cordenio Severance House has an asphalt-shingled roof with four brick chimneys and a flat-roofed elevator penthouse. The roof has overhanging eaves with cornice returns at gables on all four elevations of Wing A and the west and north elevations of Wing B. Metal gutters and downspouts (most non-historic) are attached to the eaves and building façades.10 The house is clad in a combination of wood lap siding (north and east elevations of Wing A) and non-historic metal lap siding of a similar appearance (Wing B and south and west elevations of Wing A). Most window and door trim appears to be wood, though some non-historic metal trim was observed at the south elevation of Wing A and the west and north elevations of Wing B. Windows are primarily two-over-two hung wood windows, some with wood storm windows. There are also a few wood casement windows and hung wood windows with other 5 divisions of glazing. Decorative wood fanlights are located at the gables on the west, north, east, and south elevations of Wing A. Additionally, a handful of windows appear to be non-historic metal and/or vinyl replacements. Wood French doors, some with wood storm windows, are located at the first level on the east, north, and west elevations of Wing A and the south porch of Wing B. Other entrances consist primarily of wood paneled doors, some with lights. Wing A: East Elevation (Photos 3, 18 - 20) The primary east elevation of Wing A overlooks the east lawn towards Keats Avenue South. This elevation is dominated by two porticos with gabled roofs supported by Tuscan columns. The columns rest on a concrete porch with stone balustrades. The porch is elevated above grade and accessed by two sets of concrete steps with metal railings, one at each portico. The porch floor is composed of brick inlaid into the concrete. Beneath the gabled portico roofs, the ceiling of each portico is composed of painted wood boards and features a hanging globe light fixture.11 The east gable of each portico features a decorative fanlight. Five entrances to the house are located at the east porch. One primary entrance is located at the south portico and leads to an entrance hall at the interior of Wing A. It consists of a wood and glass door with an elaborate wood surround that includes sidelights and a decorative fanlight. To the north of this entrance between the north and south porticos, another primary entrance added in 1917 leads to a second entrance hall at the interior of the 1917 addition. The entrance is composed of four French doors beneath fixed transom windows. At the north portico, there are three secondary entrances that lead to the ballroom of the 1917 addition, each consisting of a set of French doors flanked by shutters. At the remainder of the east elevation, hung two-over-two wood windows with shutters are spaced evenly across the first and second levels. Two four-over-four hung wood windows flank the central four-door primary entrance. Wing A: North Elevation (Photos 9 and 10) The north elevation of Wing A is dominated by a two-story, semi-circular, wood-paneled bay that projects from the house’s north façade. At the first level, the projecting bay has French doors that lead to the ballroom in the 1917 addition; at the second level, there are hung, two-over-two wood windows. A hung two-over-two wood window is located to either side of the projecting bay at the second level of the north façade. At the top of the façade, the gable has a decorative fanlight. A non-historic wood ramp installed in 1986 provides an accessible means of entrance at this elevation.12 6 Wing A: South Elevation (Photo 17) The south elevation of Wing A has a set of hung wood windows (one two-over-two window flanked by one-over-one windows) at the first and second levels. At the top of the south façade, the gable features a decorative fanlight. Wing A: West Elevation (Photos 11, 12, 16) The west elevation of Wing A features two-over-two hung wood windows at the first and second levels. Several hung wood windows with alternate configurations of lights as well as several casement windows are also located on this elevation. One non-historic hung window was observed at the second level. The gable above the west entrance features a decorative fanlight. At the first level, immediately to the north of Wing B, another primary entrance leads to the entrance hall of the 1917 addition. The entrance is raised above grade and accessed via a set of curved concrete steps with metal handrail. It consists of a set of French doors flanked by divided light transoms, all beneath an iron entrance canopy. Wood wall paneling surrounds the doors and second- level windows above the entrance. Also at the first level immediately to the south of Wing B, there is a secondary entrance at the porch that leads to a storage room at the interior of Wing A. The entrance consists of a wood paneled door with divided lights. Wing B: North Elevation (Photo 13) Wing B (possibly the original c. 1867 portion of the Severance House) is attached to the west (rear) elevation of Wing A. The north elevation of this wing includes several hung windows, including at least two non-historic replacements. Near the junction with Wing A, there is a one- story bump out with multi-light wood windows that may date to the construction of the late 1800s/early 1900s addition(s) or the 1917 addition (see Appendix C, Development Diagram). Near the center of the north elevation, a non-historic, shed-roofed stair enclosure (installed sometime after 1959) encloses the stairs to the lower level.13 The wood paneled door at this addition may have been relocated from elsewhere on the property. Wing B: West Elevation (Photo 14) The west elevation of Wing B includes a first-level porch with a wood beadboard ceiling and non-historic wood deck (installed sometime after 1976). Two secondary entrances lead to the kitchen at the interior of Wing B, one at the porch and another to the north of the porch. Both consist of a wood door with non-historic storm door. One casement window with diamond-shaped panes and one modified or replacement hung window are also located at the first level. Sometime between 1916 and 1932, the second level at this elevation was extended west and cantilevered over the first level porch to form a sunroom (see Figures F and K and Appendix C, Development 7 Diagram). The second-level sunroom is supported by Tuscan columns, a non-historic wood beam, and non-historic metal posts and has windows which appear to be non-historic replacements.14 Wing B: South Elevation (Photo 15) At the south elevation of Wing B, there is another porch at the first level. The porch has a hipped roof supported by Tuscan wood columns and a wood plank ceiling. The porch floor was replaced in 1994 and is finished with non-historic outdoor carpet.15 Four secondary entrances – two wood paneled doors and two sets of French doors – lead from the porch to the interior of Wing B. A pair of casement windows with diamond-shaped panes is also located at the first level. Above the porch roof, there is a gabled dormer with a hung window that appears non-historic. Interior: Lower Level (Photos 21 – 25) The lower level is accessed from the exterior via the non-historic stair addition at the north side of Wing B. At the lower level, Wing B has stone foundation walls, most covered with a parge coat, and exposed concrete and wood structure (Photos 21 and 22). The upper portion of the south foundation wall is composed of brick. A brick chimney is located near the center of this wing. One window is located on the west wall. Another window located on the east wall no longer fulfills its intended purpose as the east wall is currently located beneath Wing A. Exposed piping and conduit and several wood doors were observed throughout. At the north side of Wing B, a concrete tunnel running north-south (Photo 23) connects the original c. 1867 house to the basement of the 1917 addition (Wing A). Only a portion of the 1917 addition’s footprint has been excavated. It has a concrete floor, concrete foundation walls, and a wood lathe and plaster ceiling (Photos 24 and 25). Piping and conduit are exposed throughout. One window is located at the north wall. A couple of wood doors and trim that may be historic were observed in this section. Interior: First Level (Photos 26 – 36) The house’s main public gathering spaces are located at the first level of Wing A. These include a ballroom and entrance hall at the 1917 addition (the north half of the wing) and a second entrance hall, two sitting rooms, and a library (currently used as a bedroom) at the south half of the wing. Most rooms feature wood baseboard, crown molding, and wood door and window trim, and several rooms have what appear to be plastered beams at the ceiling. Wallpaper has been applied to most walls. Wood paneled doors and metal radiators are located throughout. The 1917 entrance hall is accessed by primary entrances on the east and west elevations of Wing A (Photo 26). The hall features what appears to be a quarry tile floor, engaged and freestanding columns, and decorative benches. Two bathrooms with hexagon tile floors and rectangular wall tile are accessed off of the east side of the hall (Photo 27). At the west side of the hall, a flight of carpeted stairs (Stair 1) next to the west primary entrance leads to the second level. 8 Moving north from the entrance hall, a set of wood and glass doors and short flight of wood stairs leads to the sunken ballroom (Photos 28 and 29), which is slightly below grade. The ballroom features wood floors, a decorative plaster ceiling with moldings, plaster-covered beams, and elaborate chandeliers, and extensive wood trim and paneling. French doors on the east and west sides of the room open onto the east lawn and the rear driveway, respectively; two doors on the east side are accessed via sets of wood steps. Built-in bookshelves are also located on the east and west walls. At the north side of the ballroom, the projecting, semi-circular bay of French doors forms a small sunroom. A large fireplace with carved wood mantle and stone surround is located on the west wall. The pipes of a former organ (not extant) surrounded by decorative wood grating are located on the south wall. Along the edges of the room, there are several patches of non-original flooring.16 Moving south from the entrance hall, a second set of wood and glass doors leads to a sitting room with dark wood floors and a non-historic bar area installed in 2007 (Photo 30).17 Continuing south, one passes into another entrance hall (Photo 31). From here, a second carpeted stair with wood banister (Stair 2) leads to the second level. An elevator with sliding metal door, likely installed in the 1920s, is located at the west side of the hall. From the hall, one can move south into another carpeted sitting room (which features wood wainscot and a fireplace with wood mantle and tile surround; Photo 32) and library (which now functions as a bedroom; Photo 33) or west into the dining room.18 The dining room is located in Wing B and is a highly-finished space with wood floors, decorative wood trim, vertical wood panel wainscot, and what appear to be plastered beams at the ceiling (Photo 34). A fireplace with wood mantle and tile surround is located on the west wall. At the south wall, two French doors open onto the porch at the south elevation of Wing B. At the north wall, a transition in the wood flooring marks the location of a small bump out addition with wood-paneled walls likely added during the construction of the late 1800s/early 1900s addition(s) or the 1917 addition (see Appendix C, Development Diagram and Photo 35). A door at the east wall of this small addition leads to a pantry with hexagon tile floors and rectangular wall tile matching the restrooms in the 1917 entrance hall. Continuing west, one passes from the dining room into a modern kitchen, which was likely remodeled in 1991.19 The kitchen has primarily non-historic finishes, including tile floors, fiberglass- reinforced polymer (FRP) and wall tile, and dropped ceilings (Photo 36). Most windows and doors are framed with historic wood trim. Some of this trim has a simpler design than the trim at the remainder of the first level. Interior: Second Level (Photos 37 – 47) The second level of Wing A is organized around a double-loaded, T-shaped corridor (Photos 39 – 41) that provides access to numerous bedrooms and bedroom suites, some with bathrooms and walk-in closets. At this level, most of the 1917 addition is divided from the rest of the level by a set of double wood and glass doors in the corridor immediately to the west of Stair 1. To 9 the east of Stair 1, a narrower corridor and higher ceiling marks the transition from the 1917 addition to the older portion of Wing A (Photo 40). At two rooms directly east of Stair 1, a transition in the wood floor and an irregular wall opening suggest that this area of the second level may have been added as part of the 1917 addition (see Appendix C, Development Diagram and Photo 37). Most bedrooms at the second level of Wing A have wood floors, baseboard, crown molding, and window and door trim (see for example Photo 42). Wood built-ins (such as cupboards and shelves – see for example Photo 43), wood-paneled doors, and metal radiators are located throughout. Some walls are finished with modern wall paper and/or wall coverings; some plaster walls and ceilings were also observed. Four bathrooms have hexagon floor tile and rectangular wall tile matching restrooms on the first level. Two restrooms have wood paneled wainscot instead of wall tile (see for example Photo 44), one has vertical wood plank wainscot and wood floors, and one has non-historic tile at the floor and walls. At the north end of the corridor, a sunroom with painted wide-plank wood floor is located in the semi-circular projecting bay of the 1917 addition (Photo 38). At the south end of the corridor (the horizontal stroke of the “T”), Stair 2 leads down to the first level (Photo 41). Above Stair 2, there is another stair with wood treads and wood banister (Stair 3) that may have formerly led to the rooftop cupola (removed between 1917 and 1932).20 Currently, there is a small wood door at the top of the stairs that might provide access to the attic above the south half of Wing A. To the west of Stairs 2 and 3, the corridor provides access to the second level of Wing B, which holds a family room, dining room, sunroom, and kitchen (Photos 45 – 47). These spaces have a lower level of finish than the rest of the second level. Sloped ceilings (some finished with textured plaster that appears non-historic) reflect the shape of the cross-gabled roof above. Wood paneled doors with wood trim and metal radiators are located throughout. The family room accessed off of the main corridor features painted wide plank wood flooring, simple wood baseboard, and decorative wood trim around windows. At the north wall, a triple-light window which formerly overlooked the west entrance to Wing A has been obscured by the non-historic stair enclosure at the north elevation of Wing B. A bathroom adjoining the family room has plaster walls and ceilings and non-historic resilient flooring. Moving west, one passes into the dining room, which has non-historic, wood-look laminate flooring and wood baseboard (primarily non-historic), a built-in wood cabinet, and some non-historic vertical plank siding at walls. At the west side of the dining room, a non-historic sliding glass door leads to the sunken sunroom at the second-level extension of Wing B (added between 1916 and 1932). The sunroom has non-historic carpet, wood beadboard walls and ceiling, wood window trim, and non-historic vertical plank siding at the east wall. At the north side of the dining room, one passes into the kitchen, which features non-historic laminate flooring, simple wood baseboard, a wood built-in cupboard, and wood window trim. 10 Interior: Attic (Photos 48 and 49) The attic is accessed by a set of wood stairs at the west side of Wing A, enclosed in stair shaft with plaster walls and ceilings and wood paneled doors. The footprint of the attic appears to align roughly with the 1917 addition. The attic has wood plank floors and exposed wood structure. At the east side, wood framing outlining portions of earlier rooflines is visible (Photo 48). 2. Gardener’s Cottage Construction date(s): likely early 1900s Integrity: unknown Recommended status: likely contributing A one-and-one-half story single-family home is located to the southwest of the Severance House. The building fronts on 70th Street South (Photo 50). The exact date of construction is unknown. Secondary sources indicate that the house was built c. 1890 and that it was occupied by the Severances’ gardener and his family. This could not be confirmed, though the house displays elements of Craftsman style that suggests an early twentieth-century construction date. Additionally, aerial photographs from 1936 until 1964 show that the south entrance drive to Cedarhurst was located directly alongside the cottage, suggesting that it was formerly associated with the larger estate. As the house is currently occupied as a private residence, the author of this report was unable to access the property to determine integrity. Based on two undated, older photographs of the house (Figure L), aerial photographs, and a description of the property made in 1988, known alterations include the construction of an addition at the rear elevation (post-1945), the opening of the enclosed front porch (post-1988), and the construction of a one-story garage to the north of the house (post- 1945). Existing siding may also have been added later. By 1984, the house was no longer associated with Cedarhurst, and the three acres surrounding the house are now platted separately from the rest of the site.21 Though the building’s construction date cannot be confirmed, the style and location of the house suggest that it was constructed before 1925 and historically associated with the Cedarhurst estate. If on-site investigation confirms that the building retains integrity, it is recommended that it be considered a contributing resource. STRUCTURES Barn Construction date(s): c. early 1900s Integrity: yes Recommended status: contributing A gambrel-roofed barn is located to the northwest of the house (Photos 51 and 52). The barn cannot be dated with certainty; however, barns of this design were commonly constructed in Cottage Grove between 1900 and 1920, suggesting that this structure dates to the early 1900s. The only available historic photograph of this structure is undated and shows only a portion of the barn’s 11 east elevation (Figure M). The individuals present in the photograph suggest that it was taken no later than 1925, confirming that the barn was likely present during the proposed period of significance.22 The wood-framed barn has a one-story, shed-roofed stable along its north elevation and an attached shed on its east elevation. The structure has a large metal vent at the peak of the roof, wood siding, and wood-framed window openings, several with missing windows. Multi-light windows are visible along the north elevation of the stable; two glass block windows are located at the south elevation of the barn. The primary entrance is located on the barn’s west elevation. A wood-paneled pedestrian door is located at the south elevation; additional entrances are located at the west elevation of the stable and the east elevation of the shed.23 The barn appears to retain sufficient integrity to be considered a contributing resource. 4. Garage Construction date(s): 1911 Integrity: yes Recommended status: contributing The garage is a one-story, gable-roofed structure also located northwest of the house (Photos 53 and 54). The garage was designed by the St. Paul architectural firm of Charles Reed and Allen Stem and constructed by the contracting firm Hoy & Elzy Company in 1911.24 The only available historic photograph of the property is undated, but based on the appearance and quality of the photograph, it is possible that this photo dates to the proposed period of significance (Figure N). The garage has a rectangular plan and is composed of clay tile covered with stucco. The structure has two-over-one hung wood windows. Its primary entrance is located on its east elevation beneath a wood-framed overhang. The historic photograph indicates that this entrance formerly held a set of wood doors. The rear entrance at the west elevation has been infilled with plywood. The existing roof was added in 1999 and is elevated above the historic parapet. The brick chimney is historic. According to George Rosenberg, who visited the property as a child during the proposed period of significance, the garage historically had a turntable at the interior; this is no longer present. According to the historic specifications for the building, the interior originally had clay tile partitions; these have also since been removed.25 While the addition of the non-historic roof was a significant alteration to the structure, the garage appears to retain sufficient integrity to be considered a contributing resource. 5. Upholstery Shop Construction date(s): unknown Integrity: unknown Recommended status: undetermined A one-story, gable-roofed “upholstery shop” abuts the south elevation of the garage (Photo 55). The only available historic photograph of the property is undated and only shows the west edge of the building. Based on the appearance and quality of the photograph, it is possible that the photo, 12 and therefore the building, dates to the period of significance, but this cannot be confirmed (Figure N). The building has a basically rectangular plan with a one-story, shed-roofed addition at its west elevation. It features a non-historic asphalt-shingled roof, wood siding, and wood-framed door and window openings. There are two hung windows, one small multi-light window, and three doors with partial lights; a few of these appear to date to post-1925. The one-story addition at the west elevation appears to be clad in plywood; according to aerial photographs, this addition was added after 1957.26 As the building’s construction date cannot be confirmed, its recommended status as a contributing/non-contributing resource is undetermined. 6. Chicken Coop Construction date(s): unknown Integrity: unknown Recommended status: undetermined A gable-roofed, one-story chicken coop is located south of the upholstery shop (Photo 56). The structure is not visible in any historic photographs and cannot be dated with certainty. Based on the structure’s design and condition of its materials, it may have been constructed during the period of significance, but this cannot be confirmed. The coop has a rectangular plan, an asphalt-shingled roof and wood siding. Three wood- framed window openings are located on its west elevation, and three wood-framed door openings with wood plank doors are located on its east elevation. At the north side of the structure, metal angles have been inserted through the roof and walls to provide additional structural support. As the structure’s construction date cannot be confirmed, its recommended status as a contributing/non-contributing resource is undetermined. 7. Shed #1 Construction date(s): unknown Integrity: unknown Recommended status: undetermined A small, one-story, gable-roofed shed is located to the northwest of the garage (Photo 57). A structure of a similar shape appears in this approximate location in a 1945 aerial photograph of the property, suggesting that the existing shed was constructed by this date.27 Based on the structure’s design and condition of its materials, it may have been constructed during the period of significance, but this cannot be confirmed. The shed has a square plan, corrugated metal roofing with two cylindrical metal rooftop vents, and sheet siding (likely added sometime after 1925). Its wood-framed window openings have hung wood windows with missing glazing. A set of double doors with metal hinges have been covered with sheet siding material. 13 As the structure’s construction date cannot be confirmed, its recommended status as a contributing/non-contributing resource is undetermined. 8. Shed #2 Construction date(s): unknown Integrity: no Recommended status: non-contributing Another one-story, gable-roofed shed is located to the northwest of the garage (Photo 58). The structure is not visible in any historic photographs and cannot be dated with certainty. The shed rests on a concrete slab and has a rectangular plan, wood siding, and an asphalt- shingled roof. Four sets of double doors with divided lights are located on its south elevation. Building permit records on file at the City of Cottage Grove indicate that the shed received a new flooring slab and replacement doors in the late 1990s.28 The roof is also non-historic. The structure’s construction date cannot be confirmed. However, if it does date to the period of significance, it does not appear to retain sufficient integrity to be considered a contributing resource. 9. Valet Shelter Construction date(s): pre-1917 Integrity: unknown Recommended status: undetermined A small, one-story structure is located next to the north parking lot (Photo 59). A 1984 inventory form for the property indicates that this structure was formerly a cupola on the roof of the Severance House. This is substantiated by historic photographs dating to pre-1917, which show a cupola at the roof that appears to match the design of this structure. This cupola may have been removed in 1917, when the final addition was constructed, and was definitely removed by 1932, when it no longer appears in historic photographs. Undated older photographs show the structure being used as a playhouse.29 Most recently, the structure appears to have been utilized as a valet shelter. The valet shelter rests on a concrete slab and has a square plan. It features a hipped roof with asphalt shingles and wood eaves, wood siding, hung wood windows, and a wood and glass door. Since the cupola has been removed from the Severance House, it no longer functions in its original capacity. In order to be considered a contributing resource, it would need to have been utilized as a stand-alone structure by the occupants of the Severance estate during the period of significance, after it was removed from the house. As the date of the cupola’s removal and later uses during the period of significance cannot be confirmed, its recommended status as a contributing/non-contributing resource is undetermined. 14 10. Garden Wall Construction date(s): pre-1917 Integrity: yes Recommended status: contributing The formal garden to the south of the house is surrounded by a partial height concrete wall with concrete posts (Photo 6). Historic photographs indicate that this wall was present during the period of significance (Figure F). Historically, it was topped with a balustrade (perhaps stone) and two wooden trellises, one at the west side of the garden and another at the south side of the garden. The balustrade and trellises were removed sometime after 1932.30 The light fixtures on the concrete posts at the south end of the garden appear to be those originally located on the primary entrance gates to Cedarhurst (not extant) and were relocated to the garden wall sometime after c. 1966.31 Though the balustrade and trellises are no longer present, the wall retains sufficient integrity to be considered a contributing resource. 11. Ice House Foundation Construction date(s): c. 1860 Integrity: no Recommended status: non-contributing A stone or concrete foundation is located to the north of the garage (Photo 60). This may have belonged to the former ice house, which was razed in 1996. According to a 1984 survey of the property, the ice house was constructed in c. 1860.32 Because all that remains of the ice house is its foundation, the structure does not retain integrity to the period of significance, and its foundation is therefore recommended as a non-contributing resource. OBJECTS Wood Trellis Construction date(s): unknown (likely post-1925) Integrity: not applicable Recommended status: non-contributing A wood trellis is located adjacent to the garden (Photo 61). Its design does not match the wood trellises at the garden wall visible in historic photographs. Based on its materials and design, the trellis appears to have been constructed after the proposed period of significance and is therefore recommended as a non-contributing resource. 13. Planters Construction date(s): unknown Integrity: not applicable Recommended status: non-contributing Two metal planters are located to the south of the house, one in the formal garden and one to the west of the garden (Photo 62). These planters do not appear in any available historic photographs of the property. Therefore, they are assumed to have been installed after the period of significance and are recommended as non-contributing resources.33 A third planter (date of installation unknown) is located at the center of the roundabout (Photo 2). As no evidence was 15 uncovered to indicate that this planter was present during the period of significance, it is also recommended as a non-contributing resource. 14. Wood Fences Construction date(s): unknown/post-1925 Integrity: no/not applicable Recommended status: non-contributing Two wood fences are located on the site, one near the gardener’s cottage and another near the ice house foundation (Photos 60 and 63). The materials and appearance of this fencing indicates that it was installed after the end of the period of significance and is therefore recommended as a non-contributing resource. Another segment of wood fence (date of installation unknown) is located adjacent to the ice house foundation (Photo 60). While the design and materials of this segment appear older, it is only a small segment of what was presumably a larger length of fencing and therefore does not retain integrity; it is also recommended as a non-contributing resource. HISTORICAL SIGNIFICANCE SITE HISTORY (see also Appendix E, Chronology of Development and Use) Cedarhurst: 1867 - 1889 The property that is today known as Cedarhurst began to take shape in the mid-nineteenth century. According to Robert Watson’s 1924 Notes on the Early Settlement of Cottage Grove and Vicinity, the original house on the site was constructed by Charles O. Fanning around 1867. The house was occupied by Charles and his wife, his daughter and her husband, Mr. and Mrs. Edwin Hart, and a second daughter, Fidelia Harriman, and Fidelia’s daughter Mary Frances Harriman.34 Edwin Hart was a minister at Cottage Grove’s Congregational Church. Mrs. Harriman was the wife of Samuel H. Harriman, a major general during the American Civil War (it is unclear whether Samuel ever occupied the house with his wife and daughter).35 According to a 1972 history of Cottage Grove, the Harts also had a daughter, Mary, who lived with them at the property.36 By 1887, ownership of the property had passed to Fidelia. The earliest available plat map of the property dated 1887 shows that Fidelia H. Harriman owned a total of 100 acres of land in this area (Figure O). The map shows one structure on the property, which may have been the house constructed by Charles Fanning.37 As no historic photographs or drawings of this building have been uncovered, it is difficult to determine the exact portion of the existing house that dates to c. 1867. However, stone foundation walls at the lower level suggest that the original footprint may have comprised the rear portion of the existing building (labeled Wing A on Appendix C, Development Diagram). In June of 1889, Fidelia’s daughter Mary married Cordenio A. Severance,38 an up-and- coming attorney and one of the founders of the prominent law firm of Davis, Kellogg and Severance. Fidelia died several months after the marriage of Cordenio and Mary and by 1892, ownership of her Cottage Grove property had passed to Mary Severance.39 Over the next 35 years, 16 the Severances developed the property into a country estate that both represented and furthered their prominent social and professional status. Cordenio Severance Cordenio Severance was born in Mantorville, Minnesota in 1862.40 Following three years at Carleton College, he studied law under Minnesota attorney Robert Taylor of Kasson, Minnesota. After passing the bar exam in 1883, Severance joined the office of St. Paul attorney (and former Minnesota governor) Cushman K. Davis. In 1887, two years before his marriage to Mary Harriman, Severance joined with Cushman and Rochester attorney Frank B. Kellogg to establish the firm of Davis, Kellogg, and Severance. Through at least 1922, the firm had offices at the Merchants National Bank Building (now the McColl Building) at 366 Jackson Street in St. Paul.41 As one article in the Ramsey County History Magazine notes, “Never in the state of Minnesota has one group of lawyers made such a mark, not just on its own community but nationally and internationally, as did the founding partners of the firm of Davis, Kellogg, and Severance.”42 The firm (later known as Davis, Severance & Olds and Davis, Severance & Morgan) became known for its representation of corporate clients and large business interests, such as manufacturing, agribusiness, railroad, mining, and public utility companies as well as for its representation of the federal government in antitrust cases of the early twentieth century.43 By 1921, the American Bar Association Journal hailed the partnership as “one of the most efficient, influential and successful law firms in the nation.”44 The three men who comprised this initial partnership were notable individuals in their own right. Both Davis and Kellogg went on to serve as United States Senators, the former from 1887 until his death in 1900 and the latter from 1917 until 1923. Kellogg also served as United States Ambassador to Britain from 1923 until 1925 and United States Secretary of State from 1925 until 1929. As Secretary of State, Kellogg authored the Kellogg-Briand Pact of 1928, for which he was awarded the 1929 Nobel Peace Prize.45 Unlike his colleagues, Severance never held public office. Nevertheless, he was an influential lawyer and prominent figure. Lawyer Douglas Hedin notes that “during the first quarter of the last [20th] century, [Cordenio Severance] was one of the nation’s most respected corporate litigators.”46 Severance became known for cases “involving great financial interests,” such as the 1912 United States of vs. Union Pacific Railroad Company, in which Severance successfully represented the federal government in a case argued before the United States Supreme Court. In another notable case also argued before the United States Supreme Court, the 1919 – 1920 United States vs. United States Steel Corporation, Severance successfully represented the U.S. Steel Corporation. Severance and Kellogg’s role as special counsel to the Interstate Commerce Commission during a 1906 investigation into Union Pacific Railroad executive Edward Harriman was another notable achievement for Severance.47 17 The 1912 History of St. Paul and Vicinity observed that Severance held “an assured position among the city’s legal lights, being universally recognized as an able lawyer and excellent counselor.”48 As a 1921 publication asserted, Severance was “engaged in litigation of great importance over the taxation of many corporations and other clients.”49 Severance’s service as president of the Bar Association of Ramsey County, president of the Minnesota Bar Association (1911), and president of the American Bar Association (1921 – 1922) provide further evidence of his importance within his profession, as does the honorary doctorate degree he received from Carleton College.50 Severance’s professional achievements as well as his varied interests in other fields gave him prominent social standing both locally in St. Paul and beyond. As observed in his obituary in the American Bar Association Journal, his interests embraced not only his profession…but [also] agriculture, music and art, outdoor life, animals, business, and by no means least important, his fellow men. business, and by no means least important, his fellow men. He was one of the most sociable of men and the conventional expression “he was a man of broad human sympathies” is really apt description in his case. This quality manifested itself in his relations with his fellow citizens of whatever walk in life, as well as in the cultivation of the fine art of social intercourse which he and Mrs. Severance illustrated so charmingly at his attractive home, "Cedarhurst," near Cottage Grove, Minn., only a few miles out from St. Paul.51 Another obituary in the St. Paul Pioneer Press continued this theme, noting that Due to extensive travel, as well as to the international scope of Mr. Severance's professional interests, his acquaintanceship included notables from all parts of the world, so that Cedarhurst has for years been included in the itinerary of nearly all celebrated visitors, American and European, to the Northwest. Mr. Severance's remarkably developed gift for forming and maintaining not only friendships, but social relationships of every degree, was the logical result of a boundless enthusiasm and interests so diversified as to prove a source of never-ending wonder and delight to everyone who knew him. Coupled with these assets were a keen sense of humor and a phenomenal memory, not only for events but for the faces and names of individuals whom he had encountered, even though casually.52 Severance’s social standing was reflected in the society columns of local St. Paul newspapers, which detailed the travels, parties, and guests of Cordenio and Mary Severance. Severance was also featured in several “who’s who” publications published during the late nineteenth and early twentieth centuries, including the 1897 Progressive Men of Minnesota, the 1900 Encyclopedia of Biography of Minnesota, the 1907 Book of Minnesotans, the 1912 Minnesota Biographies, the 1922 – 1923 Who’s Who in America, and the 1924 Minnesota and Its People.53 Severance’s influence is also indicated in the numerous leadership positions that he held in a variety of organizations and groups. During World War I, Severance served as chairman of the Commission of the American Red Cross 18 to Serbia. He was a trustee of the Carnegie Endowment of Peace and Carleton College as well as a member of the Commission on Uniform State Laws and the Council on Foreign Relations.54 Mary Severance The Severances’ social prominence was not derived only from Cordenio’s professional success, but also from the activities of his wife Mary, who developed a reputation as a philanthropist and leader in a wide variety of organizations. During the late 1870s and the 1880s, Mary attended both Carleton College and Wellesley College and completed three years of a post-graduate program at the University of Zurich in Switzerland. Upon returning to the United States, Mary worked as a school teacher in Hastings, Minnesota before marrying Cordenio in 1889.55 The list of organizations in which Mary took an active role forms an impressive resume. As one newspaper obituary noted, [Mary Severance’s] activities in political, civic, social educational and general welfare fields were legion... Probably one of the most active women in Minnesota, she has been identified with virtually every progressive women’s organization. Her abilities as an organizer of [women] were recognized by national [leaders] and in a number of instances [she] gave of her time and effort in [the] national affairs of national organizations. But principally her activities were centered in local philanthropies and civic endeavors.56 Mary was particularly interested in child welfare, serving as chairwoman of the Ramsey County Child Welfare Board and the Ramsey County Child Labor Committee, director of the Protestant Orphan Asylum, and a member of the Society for the Prevention of Cruelty to Children. Her political engagement included membership in the first Republican executive committee to include women and the first presidency of the Ramsey County Republican Women’s Club. She was a participant in local and national political campaigns, including the campaign for women’s suffrage, a member of the Women League of Voters, and author of a handbook for women voters. Like Cordenio, she was a patron of the arts, participating in the Schubert Club, chairing the women’s committee of the Minneapolis Symphony Orchestra, and directing the St. Paul Institute and St. Paul Association. Her involvement in relief work included a position as a director of the American Red Cross, the Fund for French Wounded, the National League for Women’s Service, and the St. Paul chapter of the Red Cross, and she received an award from King Albert of Belgium for her support of Belgian relief during World War I. In addition to these activities, she helped to found the Business and Professional Women’s Club in St. Paul, served on the advisory committees for Wellesley and Carleton Colleges, and was a member of patriotic organizations such as the Daughters of the American Revolution, the Colonial Dames, and the Daughters of Patriots and Founders.57 Like her husband, Mary’s activities featured prominently in the society columns of St. Paul newspapers. The 1912 History of St. Paul and Vicinity noted that “Mrs. Severance is the mistress of an attractive and hospitable home, and both she and her husband hold an assured place in St. Paul Society.”58 Both Mary and Cordenio were included in the 1916 Summer Social Register, a listing of 19 prominent members of the American upper class.59 Mary was also listed in the 1924 Who’s Who Among Minnesota Women and the 1924 Biographical Cyclopedia of American Women.60 Cedarhurst: c. 1889 - 1925 From 1889 until their deaths in 1925, the Severances developed their Cottage Grove estate into a social hub that would become known as “Cedarhurst,” a place for maintaining and developing existing professional and personal connections and pursuing their individual interests. For most of their married lives, the Severances appear to have maintained residences in both St. Paul and Cottage Grove, utilizing Cedarhurst as a part-time “country” residence for entertaining guests and vacationing during the summer. As early as 1892, a newspaper article records Mary Severance entertaining guests at her “country house” in Cottage Grove, and an article from June, 1893, noted that the Severances had “gone to their farm at Cottage Grove.” 61 Articles from the mid to late 1890s record additional summers spent at Cedarhurst and additional parties and events hosted here by the Severances.62 From 1890 until 1902, St. Paul city directories list Cordenio Severance’s residence as 589 Summit Avenue, St. Paul (located in the local, state, and NRHP-designated Historic Hill District), where he and his wife had moved shortly following their marriage.63 From 1903 until 1907, Severance was listed as a resident of St. Paul’s Aberdeen Hotel.64 From 1908 until the early 1920s, St. Paul directories list Severance as a resident of Cottage Grove, suggesting that the Severances considered Cedarhurst their primary residence in their later years.65 Though other publications from 1912 and 1923 still provided a “town” residence for Cordenio at the St. Paul Hotel, a 1921 article in the American Bar Association Journal also suggested that the Severances preferred to reside at Cedarhurst, noting that “the legal residence of Mr. Severance is St. Paul, but when Mr. and Mrs. Severance are in Minnesota they usually occupy Cedarhurst.”66 According to accounts by several secondary sources, including architectural historian Robert Vogel, the Severances expanded and remodeled the original c. 1867 farmhouse at their Cottage Grove property in the late 1880s.67 Given that the Severances were married in 1889, however, this remodeling likely occurred at a slightly later date. Newspaper articles from February 1903 indicate that Cedarhurst had “quite extensive repairs” at this time; another article from December 1904 indicates that the property had been “done over and is now one of the most charming and complete country homes in this part of the country.”68 This evidence suggests that c. 1904 is a better date for the Severance’s expansion of the original c. 1867 house. However, given that parties were hosted at the property as early as 1892, there may have been two expansions and remodeling campaigns – one in the early 1890s and another in the early 1900s. Given the architectural styles employed (see below), it is even possible that the property was expanded by the Harrimans before being acquired by the Severances in c. 1889. A final expansion commissioned by the Severances and likely designed by St. Paul architect Allen H. Stem can be firmly dated to 1917 (see below). 20 A 1994 compilation of the Severance’s family history includes several photos that show the remodeled and expanded house prior to the construction of the 1917 addition (see Figures E, F, G, and P). The photos which date to the late nineteenth or early twentieth centuries show a cross- gabled, two-story addition attached to the east elevation of what was likely the original c. 1867 house. An elevated, columned portico accessed via steps at its north, south, and east sides dominated the primary east elevation. At the north elevation, the second level was cantilevered over the driveway to create a portico supported by columns. A windowed cupola was located near the center of the cross-gabled roof. A cross-gabled, two-story segment with one-story porch along its west and south elevations (likely the original c. 1867 house) is visible at the rear of the addition along with a formal garden with concrete knee wall topped with balustrades and wooden trellises.69 The design of this addition (or additions) can be best described as a blend of Greek Revival and Italianate architectural styles. The low-pitched gabled roof, prominent cornice with wide band of trim, front-gabled, full-height entry porch supported by Tuscan columns, and three-part windows on the south elevation reflect the Greek Revival style popular in the United States from approximately 1825 until 1860. However, the house lacked the elaborate door surrounds with transoms and sidelights common to this architectural style. Moreover, the two-over-two windows and the central cupola are not characteristic of the Greek Revival style and are more indicative of the Italianate style commonly employed in the designs of American houses c. 1840 – 1885.70 By 1901, a plat map indicates that the Severances owned 158 acres of land surrounding Cedarhurst (Figure Q). By 1912, this had expanded to 547 acres (Figure R), most of which the Severances appear to have retained until their deaths in 1925.71 Several sources indicate that this acreage was actively farmed, presumably by individuals or families employed by the Severances. A letter from Mary Severance dated c. 1906 described the property as consisting of “700 acres, five large and three small houses, and 37 barns to be put in order each spring,” suggesting that the Severances maintained additional structures on their larger acreage, perhaps for rental to tenant farmers.72 According to another 1925 source, “the Cedarhurst estate included a farm of more than 500 acres, and Mr. Severance was in touch with the management of all its affairs.”73 In 1916, the Severances commissioned a large addition to their home (likely completed in 1917). Though numerous secondary sources have attributed this addition to architect Cass Gilbert, correspondence included in the Davis, Kellogg & Severance papers at the Minnesota Historical Society (MNHS) archives indicates that St. Paul architect Allen H. Stem was very likely responsible for its design. The mistaken attribution of the addition’s design to architect Cass Gilbert may have stemmed from Gilbert and Severance’s professional connections. Correspondence between the architect and the firm of Davis, Kellogg & Severance in both the Davis, Kellogg & Severance papers and the Cass Gilbert papers (also on file at the MNHS archives) indicates that law firm assisted Gilbert with at least one legal matter pertaining to a property in northern Minnesota.74 The likely designer of the 1917 Cedarhurst addition, St. Paul architect Allen Stem, was born in Ohio in 1856. After graduating from the Indianapolis Art School and practicing with his father, 21 architect J. H. Stem, he moved to St. Paul to establish a partnership with Edgar Hodgson. In 1890, Stem joined with architect Charles Reed to form what would become, in the words of Minnesota architectural historian Alan Lathrop, “a highly successful and lucrative practice.” Reed and Stem’s design of New York’s Grand Central Station brought them national recognition, and the firm completed numerous commissions for the New York Central Railroad. These included the NYCRR Power Station in Port Morris, New York, and the Union Station at Troy, New York (1892). They also designed stations and depots for the Great Northern and Northern Pacific Railroads at Devils Lake and Bismarck, North Dakota. According to Lathrop, the firm’s notable St. Paul designs include the Palazzo Apartments, 10th and St. Peter Street (1890), the William Hamm residence, 668 Greenbrier Street (1892), the St. Paul Hotel, 350 Market Street (1909), and the University Club, 420 Summit Avenue (1912). Following Reed’s death in 1911, Stem brought Alfred Fellheimer and St. Paul architect Roy Haslund into the partnership with Fellheimer occupying the firm’s New York office and Haslund remaining in St. Paul. Stem continued to practice until his retirement in 1920 and passed away in 1931. Lathrop lists the St. Paul Athletic Club at 340 Cedar Street (1917), the Allen Stem residence in Dellwood (c. 1920), and the St. Paul Casket Company at 1222 University Avenue (1922) as some of Haslund and Stem’s most notable designs. 75 While drawings of the 1917 Cedarhurst addition have not been uncovered, correspondence from Stem’s office to Severance dated to the fall of 1916 indicates that Stem was overseeing construction of the addition, indicating that Stem was likely responsible for its design.76 Given that Reed & Stem also designed the Severances’ 1911 garage, it is not surprising that Severance would select Stem again for this job. This last addition to Cedarhurst was opened to visitors for the first time in July of 1917. 77 The cross-gabled addition was added to the north elevation of the existing house to create a second full-height, front-gabled columned porch at the primary east elevation and a two-story, windowed, projecting bay at the north elevation (see Figures I and J). The bay window and full-height, columned, front-gabled porch as well as the general symmetry of the addition are characteristic of the Neoclassical Revival style. Most commonly utilized in American houses constructed between the mid-1890s and the mid-1950s, the style drew from the earlier Greek Revival and Early Classical Revival styles. At Severance’s addition, the new porch columns were apparently designed in a simple style to match the columns at the existing porch at the east elevation rather than utilizing a more ornate design common to Neoclassical Revival-style houses. The low-pitched gabled roof, prominent cornice with wide band of trim, and two-over-two windows with wood trim likewise reflect the design of the c. 1890s/early 1900s addition.78 The extent to which the existing house was altered in 1917 to accommodate the addition is unknown. Alterations that appear in early 1930s or c. 1940 historic photographs (Figures K and S) but cannot be dated with certainty include: 22 • installation of an elevator with rooftop penthouse (likely 1920s; by 1932) • the removal of the cupola (by 1932) • at the west elevation of the original c. 1867 house, the extension of the second level over the first level to create another porch (by 1932) • replacement of the primary entrance at the south side of the east elevation with the existing wood and glass door with elaborate surround (by c. 1940)79 Primary sources indicate that the site landscaping during the Severances’ occupation of the property included lilac hedges bordering extensive lawns; large mature trees, including a grove of cedars surrounding the house; and gardens (Figures E – I and P).80 As one 1923 newspaper article described, the property consisted of “an imposing white structure of colonial architecture [which] stands surrounded by gigantic and venerable trees and broad gardens where long rows of old- fashioned flowers lend a vivid splash of color to the landscape.”81 According to an 1984 interview with the daughter of the Severance’s gardener William Haapla (Margaret Haapla), the landscaping was designed by the firm of Holm and Olson, which supplied plant and garden materials and provided residential landscape design to Twin Cities residents during the early twentieth century.82 However, no additional information was uncovered to directly link Holm and Olson with the design of the Cedarhurst grounds. The Severances became widely associated with the entertainment and they provided at Cedarhurst. Though they maintained a home in St. Paul as well as in Cottage Grove, as early as 1902 the couple was described as “wedded to their beautiful old home at Cottage Grove.”83 A 1910 article asserted that “their residence at Cottage Grove is a well-equipped city mansion, and when at home they entertain extensively.”84 At the time of Cordenio’s death in 1925, his obituary asserted that “for years the Severance country place, Cedarhurst, near Cottage Grove, Minn., has been the scene of entertainment on a manorial scale. Due to extensive travel, as well as to the international scope of Mr. Severance’s professional interests, his acquaintanceship included notables from all parts of the world, so that Cedarhurst has for years been included in the itinerary of nearly all celebrated visitors, American and European, to the Northwest.”85 This was echoed by a 1928 publication, which asserted that “during the later years of Mr. Severance’s life, Cedarhurst was a center of hospitality. Few homes in this country attracted a wider circle of distinguished visitors from this and other lands.”86 Newspapers are full of references to parties and distinguished visitors at Cedarhurst, reflecting Cordenio and Mary’s business associations and social connections. In the words of one 1925 newspaper article, the house was “famous in the annals of American social life.”87 Another article noted that “among the guests who have enjoyed its hospitality are distinguished statesmen from Europe and Asia; artists of international fame; many important writers; and innumerable men and women who have been conspicuous in American affairs in the past quarter century.”88 Guests who could be verified through newspaper article references included Senator Frank Kellogg,89 actor Richard Mansfield,90 the executive committee of the American Bar Association (see Figure S),91 the 23 National Federation of Business and Professional Women’s Clubs,92 the Fourth District of the Minnesota Federation of Women’s Clubs,93 Judge Walter Sanborn and his associates on the circuit court of appeals,94 judges of state supreme courts,95 American journalist Eleanor Franklin Egan,96 American novelist Hamlin Garland,97 judges of the circuit court,98 and the president of Carleton College.99 A 1999 article in the Ramsey County History Magazine indicates that the Queen Marie of Romania, Grace Coolidge, wife of president Calvin Coolidge, and United States Supreme Court Justice Charles Evans Hughes were among the visitors to Cedarhurst; other sources list presidents Theodore Roosevelt, William Howard Taft, and Warren G. Harding as visitors. Their visits could not be verified through primary sources. However, Cordenio Severance accompanied presidential candidate William Taft during 1908 trip to Minneapolis and Mary Severance was actively involved in Warren Harding’s 1920 campaign, suggesting that these individuals may have visited the Cedarhurst estate.100 The Severances were also known to host summer picnics for children at the Protestant Orphan Asylum (of which Mary Severance was the director).101 When Cordenio Severance died in May of 1925, his death was covered by newspapers across the nation.102 Obituaries described him as “a great lawyer and patron of the arts,” an “internationally- known St. Paul attorney and relief worker,” a man with “an international reputation as a lawyer, business man, and patron of the arts, literature and science” and an individual with “an international reputation as an authority on corporation law.”103 His funeral at Cedarhurst was attended by the mayor of St. Paul, the governor of Minnesota, well-known attorneys and businessmen, and hundreds of other individuals. In St. Paul, federal court was adjourned to allow judges to attend the funeral.104 Mary Severance died on September 11, 1925, just four months after Cordenio’s passing. Obituaries described Mary as an “internationally known clubwoman and social leader,”105 a “nationwide leader in women’s activities” and “pioneer suffrage worker,”106 and “prominent in women’s club work and various civic projects in the Twin Cities.”107 One obituary included statements from St. Paul Mayor Arthur Nelson, Supreme Court Justice Pierce Butler, and leaders of numerous local civic organizations. Her funeral at Cedarhurst was also well attended by hundreds of individuals, including representatives from numerous organizations of which she was a member.108 Cedarhurst: 1925 – Present Between 1925 and the present, ownership of Cedarhurst has changed hands several times. Following Mary Severance’s death, ownership of Cedarhurst passed to her cousin, Mary Zelch.109 The 1938 plat map of Cottage Grove indicates that the Zelchs also owned the surrounding 100 acres of land.110 A 1929 periodical noted that Mary and her husband John were living in St. Paul Park, suggesting that they did not occupy their Cottage Grove estate.111 In 1939, Harvey Boomer, vice president of the Jobbers Supply Company of Minneapolis, and his wife Celia purchased the property. Following the Boomer’s divorce in 1946, Celia was granted the property, which at that time included approximately 140 or 160 acres of surrounding land and was being farmed by the Boomers.112 By 1950, the property had been purchased by Colonel Francis Markoe. In 1962, the estate was sold to the Catholic Archdiocese of St. Paul. The Archdiocese apparently never realized its 24 intent to utilize the site as an elderly living facility, and the property was vacant for several years in the 1960s.113 Sometime between 1973 and 1976, the Cordenio Severance House and ten acres of surrounding land were acquired by St. Paul florist Frederick Newman. During Newman’s ownership, the property was listed on the National Register of Historic Places.114 In 1977, the property was purchased by Jean and Ron Nienaber, who utilized Cedarhurst as their personal residence, the site of their catering service and interior decorating businesses, and an event space.115 Building permits document several alterations to the main house at this time, including reroofing, the addition of a wood fence and a ramp, and porch replacement (likely the south porch at the c. 1867 portion of the house). Alterations to the site included the installation of a septic system and planting of 60 trees.116 The property’s next owner, Leyland Gohlike, acquired Cedarhurst around 1997, intending to use the property as a bed and breakfast, restaurant, and conference center.117 Building permit records list a few alterations completed during the late 1990s, including the remodeling of the first level kitchen, roof replacement on the 1911 garage, and alterations to Shed #2.118 In 2001, the property was purchased by the Thao family. The Thaos completed substantial repair and restoration work and operated Cedarhurst as event space for weddings, conferences, and other gatherings. According to city building permit records, exterior alterations completed during the Thaos’ ownership included roof replacement and replacement of original cornice molding with gutters. At the interior, modifications and repairs included plaster and drywall repair, installation of a sprinkler system and bar area, floor replacement, repair of interior water damage, and remodeling of two second-level bathrooms.119 25 RECOMMENDED CRITERIA FOR EVALUATION AND PERIOD OF SIGNIFICANCE For a property to be listed on the NRHP, it must demonstrate historical significance by meeting at least one of the NPS Criteria for Evaluation and retain integrity (the physical materials and features that were present during the time when the property achieved historical significance). The NPS Criteria for Evaluation define historically significant properties as properties: A. That are associated with events that have made a significant contribution to the broad patterns of our history; or B. That are associated with the lives of persons significant in our past; or C. That embody the distinctive characteristics of a type, period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or D. That have yielded, or may be likely to yield, information important in history or prehistory.120 Cedarhurst was listed on the NRHP in 1976. In the words of the nomination, “the significance of this house lies in its association with Cordenio Severance, a leading St. Paul attorney from 1887 through the 1920s, and as an example of an opulent country estate.”121 Though Criteria for Evaluation are not listed, this statement suggests that the property was intended to be nominated under Criterion B (association with significant individual) and Criterion C (architectural significance). The nomination does not provide a clear period of significance for the property. Based on our research, we agree that the property’s listing on the NRHP corresponds to its association with notable St. Paul attorney Cordenio Severance under Criterion B. Severance’s significance within the legal profession is well documented. Research has revealed that Cedarhurst was strongly associated with Severance during his lifetime, and the property appears to have played an important role in fostering and maintaining the relationships that supported Severance’s professional success. Based on our research, we do not agree that the property meets Criterion C for architectural significance. The house does not appear to embody the distinctive characteristics of a particular architectural style, nor does it appear to be the best representation of the works of St. Paul architect Allen Stem. According to the National Park Service, “the period of significance for a property significant for Criterion B is usually the length of time the property was associated with the important person.”122 Therefore, we recommend a period of significance for Cedarhurst of 1889 – 1925, reflecting the time period during which Severance owned and occupied the property. 26 ADDITIONAL RESEARCH OPPORTUNITIES In addition to Cedarhurst’s documented historical significance for association with Cordenio Severance, our research revealed additional areas of the site’s history that could also be explored: 1) its archaeological potential and 2) the significance of Mary Severance. In 1997, an archaeological investigation was completed on the Cedarhurst site as part of an archaeology course offered through the local school district. According to a 1997 memorandum prepared by Cottage Grove historic preservation staff person Robert Vogel, “limited archaeological excavations carried out at Cedarhurst in May 1997 identified below-ground cultural features associated with the nineteenth century occupation and use of the property. The historic route of the Military Road, which dates from the 1850s, also cuts across the northern edge of the Cedarhurst estate.” 123 Based on this information, the site may have the potential to yield additional information important in prehistory or history through future archaeological excavations. Additional research in this area may allow for the evaluation of the site under Criterion D. Additionally, our research suggests that Mary Severance achieved prominence as a philanthropist and leader in a wide variety of organizations. Mary’s potential significance within the women’s suffrage movement and other areas of social and political history remains to be fully explored. Additional research may reveal that Cedarhurst should also be considered historically significant under Criterion B for its association with Mary Severance. 27 ENDNOTES 1 National Register of Historic Places Nomination 7600177, Cottage Grove, Washington County, Minnesota, https://npgallery.nps.gov/AssetDetail/NRIS/76001077. 2 National Park Service, How to Apply the National Register Criteria for Evaluation, rev. ed., 1997, p. 14, https://www.nps.gov/subjects/nationalregister/upload/NRB-15_web508.pdf. 3 Plat maps indicate that the Severances owned between 158 and 547 acres of surrounding farmland between 1901 and 1925. See Northwest Publishing Company, Plat Book of Washington County, Minnesota (Minneapolis, MN: Northwest Publishing Company, 1901), Sheet 41; Hudson Map Company, 1926 Plat Map of Washington County, on file at the John R. Borchert Map Library, University of Minnesota, Minneapolis, MN. 4 National Park Service, How to Complete the National Register Registration Form, 1997, p. 16, https://www.nps.gov/subjects/nationalregister/upload/NRB16A-Complete.pdf. 5 Aerial photographs of Cedarhurst, 1964, John R. Borchert Map Library Minnesota Historical Aerial Photographs Online, https://apps.lib.umn.edu/mhapo/ (hereafter cited as MHAPO); Nationwide Environmental Title Research Historic Aerials Viewer, 1980 aerial photograph, accessed March 18, 2022, https://www.historicaerials.com/viewer (hereafter cited as NETR HAV). 6 Pre-1917 photographs of Cedarhurst, on file at the City of Cottage Grove; aerial photographs of Cedarhurst, 1936, 1945, 1947, and 1964, MHAPO; 1980 aerial photograph, NETR HAV; “Cottage Grove Cultural Resource Summary,” WA- CGC-002, July 1984, on file at the City of Cottage Grove. 7 “Cordenio Arnold Severance,” American Bar Association Journal 7, no. 9 (September 1921), 451, 453, https://www.jstor.org/stable/25710642; “Blossoming Lilacs Bid Severance Longed for Welcome Last Time,” unknown newspaper, 1925, in “Cedarhurst Family History,” ed. Jean Nienaber, 1994, on file at the Minnesota Historical Society, St Paul, MN (hereafter cited as MNHS); “Mrs. Cordenio A. Severance Is Hostess at Brilliant Tea,” St. Paul Sunday Pioneer Press, September 9, 1923, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS; “Solemn Simplicity Marks Last Honors to Severance By Nation, State and City,” unknown newspaper, 1925, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS; Pre-1917 and 1917 photographs of Cedarhurst, on file at the City of Cottage Grove; Aerial photographs of Cedarhurst, 1936 and 1947, MHAPO. 8 See “Site History” section of this report for citations and more information. 9 See “Site History” section of this report for citations and more information. 10 According to building permit records on file at the City of Cottage Grove, K-style gutters installed in 2002 replaced the original wood cornice molding. See “Certificate of Appropriateness,” September 3, 2002, “Certificate of Appropriateness,” September 11, 2022, and City of Cottage Grove building permit 0202928, 6940 Keats Avenue South, September 11, 2022, on file at the City of Cottage Grove. Some metal gutters and downspouts on Wing B have an older appearance and were clearly installed at an earlier date. 11 These light fixtures are visible in c. 1966 photographs of the house but cannot be dated. See c. 1966 photographs of Cedarhurst, on file at the City of Cottage Grove. 12 City of Cottage Grove Building Permit 014874, 6940 Keats Avenue, November 13, 1986, on file at the City of Cottage Grove. 13 1959 photograph of Cedarhurst, on file at the City of Cottage Grove. 14 National Register of Historic Places Nomination 7600177, Cottage Grove, Washington County, Minnesota, https://npgallery.nps.gov/AssetDetail/NRIS/76001077. 15 Robert Vogel to John Burbank, May 12, 1994, Memorandum, “Review of Building Permit – Historic Cedarhurst,” on file at the City of Cottage Grove; City of Cottage Grove building permit 9402079, 6940 Keats Avenue South, October 17, 1994, on file at the City of Cottage Grove. 16 “A Cordial Welcome to Cedarhurst,” c. late 1970s, on file at the City of Cottage Grove. 17 Justina J Pope to Ms. Vicki Neudahl, January 2, 2007, on file at the City of Cottage Grove; Brady Silver, “Washington County Bulletin,” June 20, 2007, on file at the City of Cottage Grove. 28 18 According to a 1970s promotional brochure for Cedarhurst, the elevator was installed in the 1920s when Cordenio Severance’s health began to decline. This is supported by a 1932 photograph, which indicates that the elevator penthouse was installed by that date. “A Cordial Welcome to Cedarhurst,” c. late 1970s, on file at the City of Cottage Grove; 1932 photograph of Cedarhurst, on file at the City of Cottage Grove. 19 City of Cottage Grove building permit 9900071, 6940 Keats Avenue South, February 9, 1999 and “Certificate of Appropriateness for Minor Work,” August 25, 1997, on file at the City of Cottage Grove. 20 Historic photographs of the Cordenio Severance House, pre-1917, 1917 or later, 1932, and undated, on file at the City of Cottage Grove. 21 Robert Vogel, “Minnesota Architecture-History Inventory Form,” WA-CGC-002, 6940 Keats Avenue South, 1988 – 1990, on file at the Minnesota State Historic Preservation Office (MN SHPO), St. Paul, MN; Cottage Grove Historic Sites Inventory Form, 9905 Military Road, undated, on file at the City of Cottage Grove; photographs of gardener’s cottage, undated, on file at the City of Cottage Grove; aerial photograph of Cedarhurst, 1936, 1945, 1964, MHAPO; Virginia Savage McAlester, A Field Guide to American Houses (New York: Alfred Knopf, 2014), 567 – 578; Robert Vogel, Preliminary Inventory of Pre-1940 Houses in the City of Cottage Grove, (Prepared for the City of Cottage Grove Parks, Recreation and Natural Resources Commission and the Advisory Committee on Historic Preservation, September 1988), 59. 22 Larry Klueh, “Barns in the City: Agrarian Landmarks in Cottage Grove,” Perspectives in Cottage Grove History, No. 4 (August 1989), 9; photograph of barn, likely pre-1925, on file at the City of Cottage Grove. 23 Aerial photograph of Cedarhurst, 1936, MHAPO. 24 “Severance Garage: Specifications for Garage for Mr. C. A. Severance at Cedarhurst, Cottage Grove, Minn.,” File 2892, Box 38, Davis, Kellogg & Severance Law Firm Records, MNHS; and “Contract: Garage, C. A. Severance, Cottage Grove, Minn.,” June 15, 1911, File 2892, Box 38, Davis, Kellogg & Severance Law Firm Records, MNHS. For Reed & Stem, see “Party at Fairgrounds,” Minneapolis Journal, April 12, 1910; “Reed & Stem Papers,” Northwest Architectural Archives, accessed March 17, 2022, https://archives.lib.umn.edu/repositories/8/resources/2218. For the date of the addition, see Society,” Minneapolis Morning Tribune, July 10, 1917. 25 Robert Vogel to Bob La Brosse, February 22, 1999, memorandum, “Cedarhurst,” on file at the City of Cottage Grove; photograph of garage, undated, on file at the City of Cottage Grove; “Cottage Grove Cultural Resource Summary,” WA- CGC-002, July 1984, on file at the City of Cottage Grove; “Severance Garage: Specifications for Garage for Mr. C. A. Severance at Cedarhurst, Cottage Grove, Minn.,” File 2892, Box 38, Davis, Kellogg & Severance Law Firm Records, MNHS. 26 Aerial photograph of Cedarhurst, 1945, MHAPO. 27 Aerial photograph of Cedarhurst, 1945, MHAPO. 28 “Certificate of Appropriateness,” October 7, 1998, on file at the City of Cottage Grove; City of Cottage Grove building permit 9900072, 6940 Keats Avenue South, February 9, 1999, on file at the City of Cottage Grove. 29 Historic photographs of the Cordenio Severance House, pre-1917, 1917 or later, 1932, and undated, on file at the City of Cottage Grove. 30 Photographs of Cedarhurst, pre-1917, 1932, and 1937, on file at the City of Cottage Grove. 31 Photographs of Cedarhurst, c. 1966, on file at the City of Cottage Grove; “Cottage Grove’s 118-year-old Mansion Comes Back to Life,” Washington County Bulletin, October 26, 1978. 32 “Cottage Grove Cultural Resource Summary,” WA-CGC-002, July 1984, on file at the City of Cottage Grove; Robert Vogel to John Burbank, August 18, 1997, memorandum, “Site Plan Review and CUP Amendment for Historic Mary and Cordenio Severance House,” on file at the City of Cottage Grove. 33 The planter in the garden does not appear in a 1959 photograph of the garden, on file at the City of Cottage Grove. 34 Robert Watson, Notes on the Early Settlement of Cottage Grove and Vicinity, Washington County, Minn, ed. Robert Vogel (Northfield, MN, 1924), p. 35. 35 Watson, Notes on the Early Settlement of Cottage Grove, p. 35. 36 Charles E. Woodward and Mrs. Frank A. Belden, “Cottage Grove: From Unorganized Area to a Township to a Village,” 1972, on file at Park Grove Library, Cottage Grove, Minnesota. 37 “Fidelia Holbrook Fanning Harriman,” Findagrave.com, accessed March 1, 2022, https://www.findagrave.com/memorial/35164982/fidelia-holbrook-harriman. 38 “Rose Chains,” St. Paul Globe, June 27, 1889. 39 “Died,” St. Paul Globe, December 22, 1889. An 1892 newspaper article indicates that the Severances occupied by the property by that date. The 1901 plat map of Cottage Grove shows Mary as the owner of the 158-acre estate surrounding 29 the house. See “Mrs. Severance’s House Party,” St. Paul Globe, July 7, 1892 and Northwest Publishing Company, Plat Book of Washington County, Minnesota (Minneapolis, MN: Northwest Publishing Company, 1901), Sheet 41. 40 Cordenio’s house at 401 Clay Street in Mantorville is a contributing resource to the Mantorville Historic District. See National Register of Historic Places Nomination #74001017, Mantorville Historic District, Dodge County, Minnesota, https://npgallery.nps.gov/GetAsset/5c31684e-9223-4af1-babe-626e97725515. 41 Samuel H. Morgan, “Timber, Steel, Law, and Politics: St. Paul’s Pioneering Attorneys and Their More Interesting Cases,” Ramsey County History 33, no. 4 (Winter 1999), 5; Henry Anson Castle, History of St. Paul and Vicinity (Chicago: Lewis Publishing Company, 1912), 1122. The McColl Building was renovated in 1967 – 1969 and listed on the National Register of Historic Places in 1974. The nomination mentions that Davis, Kellogg, and Severance had offices in this building. The areas of significance are listed as architecture, commerce, and politics. See “McColl Building (St. Paul, Minn.) Remodeling Project Plans,” University of Minnesota Libraries, Northwest Architectural Archives, accessed March 14, 2022, https://archives.lib.umn.edu/repositories/8/resources/2372 and National Register of Historic Places Nomination #74001036, Merchants National Bank, St. Paul, Ramsey County, Minnesota, https://npgallery.nps.gov/AssetDetail/NRIS/74001036. 42 Marion Shutter and J.S. McLain, eds. Progressive Men of Minnesota (Minneapolis: Minneapolis Journal, 1897), 167, 254; “A Sketch of the Life of Mr. Severance,” in “Cedarhurst Family History,” ed. Jean Nienaber, MNHS; “Cordenio Arnold Severance,” American Bar Association Journal 7, no. 9 (September 1921), 451, 453, https://www.jstor.org/stable/25710642; “Cushman Kellogg Davis,” National Governors Association, accessed March 7, 2022, https://www.nga.org/governor/cushman-kellogg-davis/; “The Nobel Peace Prize 1929,” nobelprize.org, accessed March 7, 2022, https://www.nobelprize.org/prizes/peace/1929/summary/; R. L. Polk & Co., St. Paul City Directory (St. Paul, MN: R. L. Polk & Co., 1922), 430. 43 “Davis, Kellogg & Severance: An Inventory of Its Law Firm Records at the Minnesota Historical Society,” Minnesota Historical Society, accessed March 7, 2022, http://www2.mnhs.org/library/findaids/00361.xml; Morgan, “Timber, Steel, Law, and Politics,” 5 – 9; W. B. Hennessy, Past and Present of St. Paul (Chicago, S. J. Clarke Publishing Company, 1906), 654. 44 “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 11, No. 6 (June 1925), 370. 45 “Cushman Kellogg Davis,” National Governors Association, accessed March 7, 2022, https://www.nga.org/governor/cushman-kellogg-davis/; “Frank B. Kellogg,” Britannica.com, accessed March 7, 2022, https://www.britannica.com/biography/Frank-B-Kellogg. 46 Douglas A. Hedin, foreword to “Cordenio Arnold Severance,” originally published in James Grafton Rogers, American Bar Leaders: Biographies of the Presidents of the American Bar Association, 1878-1928 (Chicago: American Bar Association, 1932). 47 Cordenio Arnold Severance,” American Bar Association Journal 7, no. 9 (September 1921), 451, 453, https://www.jstor.org/stable/25710642; “UNITED STATES OF AMERICA, Appt., v. UNION PACIFIC RAILROAD COMPANY et al.,” Legal Information Institute, Cornell University, accessed March 7, 2022, https://www.law.cornell.edu/supremecourt/text/226/61; “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 11, No. 6 (June 1925), 370. 48 Castle, History of St. Paul and Vicinity, 1122. 49 “Cordenio Arnold Severance,” American Bar Association Journal 7, no. 9 (September 1921), 451, 453, https://www.jstor.org/stable/25710642. 50 Frank B. Kellogg, “An Appreciation,” in “Cedarhurst Family History,” ed. Jean Nienaber, 1994, on file at MNHS; “Cordenio Arnold Severance,” American Bar Association Journal 7, no. 9 (September 1921), 451, 453, https://www.jstor.org/stable/25710642; “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 11, No. 6 (June 1925), 369. 51 “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 11, NO. 6 (June 1925), 369. 52 St. Paul Pioneer Press as quoted in “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 11, NO. 6 (June 1925), 369. 53 Shutter and McLain, eds. Progressive Men of Minnesota, 167; Charles E. Flandrau, Encyclopedia of Biography of Minnesota (Chicago: Century Publishing and Engraving Company, 1900), 410; Albert Nelson Marquis, ed., The Book of Minnesotans (Chicago: A. N. Marquis & Company, 1907), 458; Warren Upham and Rose Barteau Dunlap, Minnesota Biographies 1655 – 1912 (St. Paul: Minnesota Historical Society, 1912), 691 – 692; Albert Nelson Marquis, Who’s Who in America, Vol. 12 (Chicago: A. N. Marquis & Company, 1922 – 1923), 2722; Joseph A. Burnquist, ed. Minnesota and Its People, Vol. 3 (Chicago: S. J. Clark Publishing Company, 1924), 164. For examples of references in local newspapers, see “St. Paul Social 30 Circles,” St. Paul Globe, November 2, 1902; “Society,” Minneapolis Morning Tribune, July 10, 1917; and “Society,” Minneapolis Morning Tribune, November 2, 1920. 54 “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 11, No. 6 (June 1925), 369. 55 “Mrs. Severance, Women’s Leader, Dies in Germany,” unknown newspaper, 1925, and “A Sketch in the Life of Mrs. Severance,” in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS; “Tribute to Mrs. Severance,” untitled newspaper, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS. 56 “Mrs. Severance, Women’s Leader, Dies in Germany,” unknown newspaper, 1925, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS. 57 “Mrs. Severance Dies at German Health Resort,” unknown newspaper, 1925, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS; “Working Day of 8 Hours Necessary…” Minneapolis Journal, October 28, 1919; Mary Dillon Foster, ed., Who’s Who Among Minnesota Women (Mary Dillon Foster: 1924), 294; Mabel Ward Cameron, ed., The Biographical Cyclopedia of American Women (New York: Harvard Publishing Company, 1924), 150. 58 Castle, History of St. Paul and Vicinity, 1122. 59 Social Register Association, Summer Social Register (New York: The Summer Social Register Association, 1916), 916. 60 Foster, Who’s Who Among Minnesota Women, 294; Cameron, The Biographical Cyclopedia of American Women, 150. 61 “Mrs. Severance’s House Party,” St. Paul Globe, July 7, 1892; “Neighborly Notations,” Minneapolis Sunday Tribune, June 18, 1893. The name “Cedarhurst” appears in newspaper articles dating to the late 1890s. See for example “Personal,” St. Paul Globe, June 5, 1898. 62 See for example “John Zelch Weds,” St. Paul Globe, June 7, 1895; “Neighborly Notations,” Minneapolis Tribune, August 29, 1897; “Additional Society,” Minneapolis Tribune, May 12, 1895. 63 R. L. Polk & Co., St. Paul City Directory 1890 - 1891 (R. L. Polk & Co.: St. Paul, MN, 1890), 1231; R. L. Polk & Co., St. Paul City Directory 1902 (R. L. Polk & Co.: St. Paul, MN, 1902), 1450; “In A Personal Way,” St. Paul Daily Globe, July 6, 1890; “Historic Districts and Sites: Online Tools,” City of St. Paul, accessed March 2, 2022, https://www.stpaul.gov/departments/planning-and-economic-development/heritage-preservation/historic-districts-and- sites. 64 R. L. Polk & Co., St. Paul City Directory 1903 (R. L. Polk & Co.: St. Paul, MN, 1903), 1510 65 R. L. Polk & Co., St. Paul City Directory 1908 (R. L. Polk & Co.: St. Paul, MN, 1908), 1528. A 1912 publication notes that the Severances had a town residence at the St. Paul Hotel, and a country residence at Cedarhurst in Cottage Grove. See Castle, History of St. Paul and Vicinity, 1122. 66 “Cordenio Arnold Severance,” American Bar Association Journal 7, no. 9 (September 1921), 451, 453, https://www.jstor.org/stable/25710642; Castle, History of St. Paul and Vicinity, 1122; Marquis, Who’s Who in America, Vol. 12, 2722. 67 Robert C. Vogel, “Roosevelt, Taft Harding among guests at Cedarhurst,” City of Cottage Grove Reports (Fall 1998), on file at the City of Cottage Grove. 68 “Society,” St. Paul Globe, February 1, 1903; “Society,” St. Paul Globe, December 25, 1904. 69 Historic photographs of the Cordenio Severance House, pre-1917, on file at the City of Cottage Grove. 70 Virginia Savage McAlester, A Field Guide to American Houses (New York: Alfred Knopf, 2014), 251 – 264, 283 – 286. 71 The Farmer, The Farmer’s Atlas and Directory of Washington County, Minnesota (St. Paul, MN: Webb Publishing Company, 1912), Sheet 27; Northwest Publishing Company, Plat Book of Washington County, Minnesota (Minneapolis, MN: Northwest Publishing Company, 1901), Sheet 41. The 1926 plat book shows 545 acres in the Severances’ possession. See Hudson Map Company, 1926 Plat Map of Washington County, on file at the John R. Borchert Map Library, University of Minnesota, Minneapolis. A c. 1906 letter by Mary Severance indicated that the couple owned 700 acres in 1906. See Mary Harriman Severance to Wellesley College Class of ’85 Reunions, c. 1906, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS. 72 Mary Harriman Severance to Wellesley College Class of ’85 Reunions, c. 1906, in “Cedarhurst Family History,” ed. Jean Nienaber, 1994, on file at MNHS. 73 “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 11, NO. 6 (June 1925), 370; St. Paul Pioneer Press, as quoted in “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 11, NO. 6 (June 1925), 370; “A Sketch of the Life of Mr. Severance,” in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS. 74 For example, see Letter to Cass Gilbert, May 29, 1913, Letterpress Book Volume 83, Box 95, Davis, Kellogg & Severance Papers, Minnesota Historical Society Archives, St. Paul, Minnesota; C. A. Severance to Cass 31 Gilbert, February 18, 1893, Box 17, Cass Gilbert Papers, Minnesota Historical Society Archives, St. Paul, Minnesota. 75 Alan Lathrop, Minnesota Architects (Minneapolis: University of Minnesota, 2010), 94, 201 – 202; “Reed & Stem Papers,” Northwest Architectural Archives, accessed March 17, 2022, https://archives.lib.umn.edu/repositories/8/resources/2218 76 The Kellogg, Davis & Severance papers contain several pieces of correspondence from an employee of A. H. Stem that indicate that Stem was overseeing the construction of the 1916 addition. See for example B. W. Day to C. A. Severance, October 10, 1916, Folder 2, File 13, Box 88, Davis, Kellogg & Severance Law Firm Records, MNHS. 77 “Society,” Minneapolis Morning Tribune, July 10, 1917. 78 McAlester, A Field Guide to American Houses, 434 – 446. 79 Historic photographs of the Cordenio Severance House, 1932 and c. 1940, on file at the City of Cottage Grove. According to a 1970s promotional brochure for Cedarhurst, the elevator was installed in the 1920s when Cordenio Severance’s health began to decline. This is supported by a 1932 photograph, which indicates that the elevator penthouse was installed by that date. “A Cordial Welcome to Cedarhurst,” c. late 1970s, on file at the City of Cottage Grove; 1932 photograph of Cedarhurst, on file at the City of Cottage Grove. 80 “Cordenio Arnold Severance,” American Bar Association Journal 7, no. 9 (September 1921), 451, 453, https://www.jstor.org/stable/25710642; “Solemn Simplicity Marks Last Honors to Severance By Nation, State and City,” unknown newspaper, 1925, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS; “Blossoming Lilacs Bid Severance Longed for Welcome Last Time,” unknown newspaper, 1925, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS; Samuel H. Morgan, “The Severances and Cedarhurst,” May 23, 1982, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS. 81 “Mrs. Cordenio A. Severance Is Hostess at Brilliant Tea,” St. Paul Sunday Pioneer Press, September 9, 1923. 82 “Notes Taken During Conversation with Margaret Haapla,” February 28, 1984, in “Cedarhurst Family History,” ed. Jean Nienaber, on file at MNHS; Landscape Research, Designed Historic Landscape Report: Minnesota Governor’s Residence (prepared for the Governor’s Residence Council and the 106 Summit Avenue Society, 2013), 17 – 18. 83 “Society,” St. Paul Globe, July 20, 1902. 84 “Cordenio A. Severance,” Minneapolis Journal, March 31, 1910. 85 St. Paul Pioneer Press, as quoted in “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 11, NO. 6 (June 1925), 370. 86 “Cordenio Arnold Severance, Marry Harriman Severance,” 1928, courtesy of Carleton College, https://contentdm.carleton.edu/digital/api/collection/Archives/id/4949/download. 87 “Hundreds Mourn at Severance Rites,” unknown newspaper, 1925, in Nienaber, “Cedarhurst Family History,” MNHS. 88 “Mrs Severance Dies at German Health Resort,” unknown newspaper, 1925, in Nienaber, “Cedarhurst Family History,” MNHS. 89 “Society,” Minneapolis Morning Tribune, November 2, 1920. 90 “Mrs. C. A. Severance,” St. Paul Globe, May 9, 1903. 91 “Society,” Minneapolis Morning Tribune, August 21, 1923. 92 Lillian E. Taaffe, “Leaders Among American Business, Professional Women Plan Epoch Making Convention at St. Paul,” Minneapolis Tribune, July 25, 1920 93 “Minneapolis Women Attend Reception for Mrs. Wharry,” Minneapolis Morning Tribune, October 25, 1921. 94 “Society,” Minneapolis Morning Tribune, May 24, 1921. 95 “Bar Delegates to Be Guests Here Tuesday,” Minneapolis Sunday Tribune, August 20, 1922. 96 “Society,” Minneapolis Morning Tribune, December 11, 1923. 97 “Book Notes,” St. Paul Globe, April 3, 1903. 98 “Society,” Minneapolis Sunday Tribune, May 21, 1922. 99 “Society,” Minneapolis Sunday Tribune, May 28, 1922. 100 Morgan, “Timber, Steel, Law, and Politics,” 7; Ralph Thornton, “House of History Up for Sale,” Minneapolis Star, February 18, 1964. For Taft, see “Taft Is Busy on Day of Rest,” Minneapolis Tribune, September 28, 1908. For Harding, see “Women Playing Important Part in Republican Campaign,” Brainerd Daily Dispatch, October 21, 1920, and “Senator Harding Reiterates Position on League,” Brainerd Daily Dispatch, October 21, 1920. 101 “Mrs Severance Dies at German Health Resort,” unknown newspaper, 1925, in Nienaber, “Cedarhurst Family History,” MNHS. 32 102 See for example “C. A. Severance Dies,” Billings Gazette, May 7, 1925; “C. A. Severance, Former Law Partner of Kellogg, Dead,” St. Louis Post-Dispatch, May 7, 1925; “Funeral of C. A. Severance,” Wilkes-Barres Record [Pennsylvania], May 12, 1925. 103 “Minnesotan, Internationally Known as Attorney, Relief Worker, Victim of Heart Ill,” unknown newspaper, c. 1925 and “Cordenio A. Severance,” unknown newspaper, c. 1925, in “Cedarhurst Family History,” ed. Jean Nienaber, 1994, on file at the Minnesota Historical Society, St. Paul, MN (Hereafter cited as MNHS); “Nationally Known Lawyer Succumbs,” Anaconda Standard [Montana], May 7, 1925. 104 “Many at Funeral of C. A. Severance,” unknown newspaper, 1925, “Blossoming Lilacs Bid Severance Longed for Welcome Last Time,” unknown newspaper, 1925, “Severance to Be Paid Final Honors Today,” unknown newspaper, 1925, and “Sec. Kellogg to Attend Rites of C. A. Severance,” unknown paper, 1925, in Nienaber, “Cedarhurst Family History,” MNHS. 105 “Many Pay Tribute to Mrs. Severance,” Minneapolis Journal, September 12, 1925. 106 “Mrs. C. A. Severance, Active in Club, Welfare Work,” Minneapolis Daily Star, September 11, 1925. 107 “Mrs. Severance, Women’s Leader, Dies in Germany,” unknown newspaper, 1925 and “A Sketch in the Life of Mrs. Severance,” in Nienaber, “Cedarhurst Family History,” MNHS. 108 “Tribute Paid to Mrs. Severance,” September 29, 1925, unknown newspaper, and “Hundreds Mourn at Severance Rites,” unknown newspaper, 1925, in Nienaber, “Cedarhurst Family History,” MNHS. 109 “Mrs. Severance Leaves $500,000,” St. Paul Daily News, undated, in “Nienaber, “Cedarhurst Family History,” MNHS. 110 Hudson Map Company, Plat Book of Washington County, Minnesota (Minneapolis, MN: Hudson Map Company, 1938), 19. 111 “Our Album,” Community Life 1, no. 3 (October 31, 1929) in Nienaber, “Cedarhurst Family History,” MNHS. 112 Paul Presbrey, “Rambling Mansion at Stake in Stillwater Court Battle,” Minneapolis Sunday Tribune, May 19, 1946; “Given $100,000 in Divorce Grant,” Minneapolis Star-Journal, July 10, 1946; Atlas Company, Plat Book of Washington County, Minnesota (St. Paul, MN: Atlas Map Company, c. 1949). 113 Ralph Thornton, “House of History Up for Sale,” Minneapolis Star, February 18, 1964; “Maureen Weds Lampert,” Minneapolis Morning Tribune, September 7, 1951; Neal Gendler, “Cedarhurst: A Museum, A Business, and A Home,” Minneapolis Tribune, February 4, 1979; “Owners/Occupants,” unknown date, on file at the City of Cottage Grove. 114 Neal Gendler, “Cedarhurst: A Museum, A Business, and A Home,” Minneapolis Tribune, February 4, 1979; “Village of Cottage Grove,” Map, Rockford Map Publishers, 1976, on file at the John R. Borchert Map Library, Minneapolis, Minnesota; National Register of Historic Places Nomination #7600177, Cottage Grove, Washington County, Minnesota, https://npgallery.nps.gov/AssetDetail/NRIS/76001077; Robert C. Vogel, “Roosevelt, Taft Harding among guests at Cedarhurst,” City of Cottage Grove Reports (Fall 1998), on file at the City of Cottage Grove; “Cottage Grove’s 118-year-old Mansion Comes Back to Life,” Washington County Bulletin, October 26, 1978. 115 Neal Gendler, “Cedarhurst: A Museum, A Business, and A Home,” Minneapolis Tribune, February 4, 1979. 116 “Cottage Grove’s 118-Year-Old Mansion Comes Back to Life,” Washington County Bulletin, October 26, 1978; City of Cottage Grove Plumbing Permit 5659, 6940 Keast Avenue South, November 22, 1978, City of Cottage Grove Building Permit 0945, Cedarhurst, July 13, 1979, City of Cottage Grove Building Permit 10018, 6940 Keast Avenue South, June 22, 1979, City of Cottage Grove Building Permit 014874, 6940 Keats Avenue, November 13, 1986, and City of Cottage Grove building permit 9402079, 6940 Keats Avenue South, October 17, 1994, on file at the City of Cottage Grove. 117 Robert Vogel to Advisory Committee on Historic Preservation, September 15, 1997, memorandum, “Historic Cedarhurst Conditional Use Permit and Site Plan,” on file at the City of Cottage Grove. 118 Judy Spooner, “The Grand Lady,” South Washington County Bulletin, December 10, 1997, on file at the City of Cottage Grove; “Certificate of Appropriateness for Minor Work,” August 25, 1997, on file at the City of Cottage Grove; City of Cottage Grove building permit 9900071, 6940 Keats Avenue South, February 9, 1999, “Certificate of Appropriateness,” September 11, 1998, “Certificate of Appropriateness,” October 7, 1998, and City of Cottage Grove building permit 9900072, 6940 Keats Avenue South, February 9, 1999, on file at the City of Cottage Grove. 119 Muriel Tan, “New Owners Moving Into Historic Mansion,” St. Paul Pioneer Press, August 17, 2001; Resolution No. 01-198, December 19, 2001, on file at the City of Cottage Grove; “Certificate of Appropriateness,” September 3, 2002, “Certificate of Appropriateness,” September 11, 2022, City of Cottage Grove Building permit 0202928, 6940 Keast Avenue South, September 11, 2022, City of Cottage Grove building permit 0300282, 6940 Keats Ave S Cedarhurst, March 20, 2003, Justina J Pope to Ms. Vicki Neudahl, January 2, 2007, City of Cottage Grove building permit 2012-00546, 6940 Keats Avenue South, April 13, 2012, and City of Cottage Grove Electrical Permit 2012-00558, 6950 Keats Avenue South, April 13, 2012, on file at the City of Cottage Grove; Bob Shaw, “Rescued by Refugees,” St. Paul Pioneer Press, January 6, 33 2008; “Cedarhurst Mansion Still Fascinating Part of Cottage Grove’s Landscape,” South Washington County Bulletin, June 18, 2003; Brady Silver, Washington County Bulletin, June 20, 2007, on file at the City of Cottage Grove; Judy Spooner, “Jewel on the Prairie,” South Washington County Bulletin, June 18, 2003. 120 National Park Service, How to Complete the National Register Registration Form, 1997, , https://www.nps.gov/subjects/nationalregister/upload/NRB16A-Complete.pdf, p. 37. 121 National Register of Historic Places Nomination #7600177, Cottage Grove, Washington County, Minnesota, https://npgallery.nps.gov/AssetDetail/NRIS/76001077. 122 National Park Service, How to Complete the National Register Registration Form, 1997, https://www.nps.gov/subjects/nationalregister/upload/NRB16A-Complete.pdf, p. 42. 123 Robert Vogel to John Burbank, August 18, 1997, memorandum, “Site Plan Review and CUP Amendment for Historic Mary and Cordenio Severance House,” on file at the City of Cottage Grove; Nails, Boot, Bottle Found During Cedarhurst Dig,” CG Reports (June 1997), on file at the City of Cottage Grove. All photos by New History in March 2022 unless otherwise noted. APPENDIX A: CURRENT PHOTOS Photo 1. All photos by New History in March 2022 unless otherwise noted. Photo 2. View of roundabout, looking south. All photos by New History in March 2022 unless otherwise noted. Photo 3. View of east elevation of Severance House (Wing A), looking west. All photos by New History in March 2022 unless otherwise noted. Photo 4. View of hedges along 70th Street South, looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 5. View of cedar trees and parking lot to the southwest of the Severance House, looking northeast. All photos by New History in March 2022 unless otherwise noted. Photo 6. View of garden, looking north. All photos by New History in March 2022 unless otherwise noted. Photo 7. View of vegetation to the west of the Severance House, looking northeast. All photos by New History in March 2022 unless otherwise noted. Photo 8. View of lawn to the west of the Severance House, looking east. All photos by New History in March 2022 unless otherwise noted. Photo 9. View of east and north elevations of Severance House (Wing A), looking southwest. All photos by New History in March 2022 unless otherwise noted. Photo 10. View of north elevation of Severance House (Wing A), looking southeast. All photos by New History in March 2022 unless otherwise noted. Photo 11. View of west elevation of Severance House, looking east. All photos by New History in March 2022 unless otherwise noted. Photo 12. View of west elevation of Severance House (Wing A), looking east. All photos by New History in March 2022 unless otherwise noted. Photo 13. View of north elevation of Severance House (Wing B), looking south. All photos by New History in March 2022 unless otherwise noted. Photo 14. View of west elevation of Severance House (Wing B), looking east. All photos by New History in March 2022 unless otherwise noted. Photo 15. View of south elevation of Severance House (Wing B), looking north. All photos by New History in March 2022 unless otherwise noted. Photo 16. View of west elevation of Severance House (Wing A), looking northeast. All photos by New History in March 2022 unless otherwise noted. Photo 17. View of south elevation of Severance House (Wing A), looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 18. View of east elevation of Severance House (Wing A), looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 19. View of east elevation of Severance House, looking southwest. All photos by New History in March 2022 unless otherwise noted. Photo 20. View of central entrance on east elevation of Severance House, looking west. All photos by New History in March 2022 unless otherwise noted. Photo 21. View of lower level of Severance House (Wing B), looking south. All photos by New History in March 2022 unless otherwise noted. Photo 22. View of lower level of Severance House (Wing B), looking south. All photos by New History in March 2022 unless otherwise noted. Photo 23. View of tunnel between Wing B and Wing A at lower level of Severance House, looking east. All photos by New History in March 2022 unless otherwise noted. Photo 24. View of lower level of Severance House (Wing A), looking northeast. All photos by New History in March 2022 unless otherwise noted. Photo 25. View of lower level of Severance House (Wing A), looking southwest. All photos by New History in March 2022 unless otherwise noted. Photo 26. View of first level entrance hall of Severance House (Wing A), looking west. All photos by New History in March 2022 unless otherwise noted. Photo 27. View of first level bathroom at Severance House (Wing A), looking southwest. All photos by New History in March 2022 unless otherwise noted. Photo 28. View of first level ballroom in Severance House (Wing A), looking north. All photos by New History in March 2022 unless otherwise noted. Photo 29. View of first level ballroom in Severance House, looking south. All photos by New History in March 2022 unless otherwise noted. Photo 30. View of first level bar area in sitting room at Severance House (Wing A), looking southwest. All photos by New History in March 2022 unless otherwise noted. Photo 31. View of first-level hall at Severance House (Wing A), looking east. All photos by New History in March 2022 unless otherwise noted. Photo 32. View of first-level sitting room at Severance House (Wing A), looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 33. View of first-level library (bedroom) at Severance House (Wing A), looking southwest. All photos by New History in March 2022 unless otherwise noted. Photo 34. View of first-level dining room at Severance House (Wing B), looking south. All photos by New History in March 2022 unless otherwise noted. Photo 35. View of first level dining room at Severance House (Wing B), looking north. All photos by New History in March 2022 unless otherwise noted. Photo 36. View of first-level kitchen at Severance House (Wing B), looking south. All photos by New History in March 2022 unless otherwise noted. Photo 37. Photo of second-level bedroom at Severance House (Wing A), looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 38. View of second-level sunroom at Severance House (Wing A), looking north. All photos by New History in March 2022 unless otherwise noted. Photo 39. View of second-level corridor at Severance House (Wing A), looking south. All photos by New History in March 2022 unless otherwise noted. Photo 40. View of second-level corridor at Severance House (Wing A), looking south. All photos by New History in March 2022 unless otherwise noted. Photo 41. View of second-level corridor at Severance House, looking west. All photos by New History in March 2022 unless otherwise noted. Photo 42. View of second-level bedroom at Severance House (Wing A), looking northeast. All photos by New History in March 2022 unless otherwise noted. Photo 43. View of second-level bedroom at Severance House (Wing A), looking northeast. All photos by New History in March 2022 unless otherwise noted. Photo 44. View of second-level bathroom at Severance House (Wing A), looking southeast. All photos by New History in March 2022 unless otherwise noted. Photo 45. View of second level family room at Severance House (Wing B), looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 46. View of second-level dining room at Severance House (Wing B), looking west. All photos by New History in March 2022 unless otherwise noted. Photo 47. View of second-level kitchen at Severance House (Wing B), looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 48. View of attic at Severance House (Wing A), looking north. All photos by New History in March 2022 unless otherwise noted. Photo 49. View of attic at Severance House (Wing A), looking southwest. All photos by New History in March 2022 unless otherwise noted. Photo 50. View of gardener’s cottage, looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 51. View of north and west elevations of the barn, looking southeast. All photos by New History in March 2022 unless otherwise noted. Photo 52. View of south and east elevations of the barn, looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 53. View of east elevation of garage, looking west. All photos by New History in March 2022 unless otherwise noted. Photo 54. View of north elevation of garage, looking southeast. All photos by New History in March 2022 unless otherwise noted. Photo 55. View of south and east elevations of upholstery shop, looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 56. View of north and west elevations of chicken coop, looking southeast. All photos by New History in March 2022 unless otherwise noted. Photo 57. View of west and south elevations of shed #1, looking northeast. All photos by New History in March 2022 unless otherwise noted. Photo 58. View of west and south elevations of shed #2, looking northeast. All photos by New History in March 2022 unless otherwise noted. Photo 59. View of south and east elevations of valet shelter, looking northwest. All photos by New History in March 2022 unless otherwise noted. Photo 60. View of building foundation, looking east. All photos by New History in March 2022 unless otherwise noted. Photo 61. View of trellis, looking southeast. All photos by New History in March 2022 unless otherwise noted. Photo 62. View of garden, looking south. Planter is visible at the center of the garden. All photos by New History in March 2022 unless otherwise noted. Photo 63. View of wood fence, looking northeast. APPENDIX B: FIGURES View of Severance House, looking southwest, pre-1917. Photograph taken from “Cedarhurst Family History,” ed. Jean Nienaber, 1994, on file at the Minnesota Historical Society (MNHS), St. Paul, MN. Figure B. Aerial photograph of Cedarhurst, 1936. Photograph courtesy of the John. R. Borchert Map Library Minnesota Historical Aerial Photographs Online, Figure C. Aerial photograph of Cedarhurst, 1936. Photograph courtesy of the John R. Borchert Map Library Minnesota Historical Aerial Photographs Online, Figure D. Aerial photograph of Cedarhurst, 1945. Photograph courtesy of the John R. Borchert Map Library Minnesota Historical Aerial Photographs Online, Figure E. View of east lawn and east elevation of Severance House, looking northwest, pre-1917. Photograph courtesy of the City of Cottage Grove. Figure F. View of west and south elevations of Severance House, pre-1917. Photograph courtesy of the City of Cottage Grove. Figure G. View of east lawn and east elevation of Severance House, looking northwest, pre-1917. Photograph courtesy of the City of Cottage Grove. Figure H. View of garden, looking southwest, 1917. Photograph taken from “Views of ‘Cedarhurst,’ Country Home of Mr. and Mrs. Cordenio A. Severance,” [Minneapolis & St. July 28, 1917. Figure I. View of east elevation of Severance House, looking southwest. Photograph taken from “Views of ‘Cedarhurst,’ Country Home of Mr. and Mrs. Cordenio A. [Minneapolis & St. Paul] Saturday Night, Figure J. View of north and west elevations of Severance House, looking south, 1917. Photograph courtesy of the City of Cottage Grove. View of west and south elevations of Severance House, looking northeast, 1932. Photograph courtesy of the City of Cottage Grove. Figure L. View of south (top photo) and north/west (bottom photo) elevations of the gardener’s cottage, looking north and southeast, respectively. No date. Photograph Figure M. View of east elevation of barn, looking northwest, likely 1925 or earlier. Photograph courtesy of the City of Cottage Grove. Figure N. View of garage, looking west. No date. The west elevation of the upholstery shop is visible at the left side of the photograph. Photograph courtesy of the City of Figure O. Excerpt from plat map of Cottage Grove by C. M. Foote & Company, 1887, Sheet 15. Courtesy of the John R. Borchert Map Library, University of Minnesota, Figure P. View of Severance House, looking west, pre-1917. Photograph courtesy of the City of Cottage Grove. Figure Q. Excerpt from plat map of Cottage Grove, 1901. Northwest Publishing Company, Plat Book of Washington County (Minneapolis, MN: Northwest Publishing Excerpt from plat map of Cottage Grove, 1912. The Farmer, The Farmer’s Atlas and Directory of Washington County, Minnesota (St. Paul, MN: Webb Publishing Company, Figure S. View of east elevation of Severance House, looking northwest, c. 1940. Postcard courtesy of the City of Cottage Grove. Figure T. Members of the Executive Committee of the American Bar Association at Cedarhurst, 1923. Photograph taken from “Cordenio Arnold Severance: 1862 – 1925,” American Bar Association Journal, 66thStS 69thSt S 67thStS Joliet AveS 71st St S 70thSt S Old70thStS MilitaryRd KeatsAveS KeatsAveS KeatsAveS 70thSt S 70thStS 70thStS Bonngard's FamilyMeats ArcGIS Web AppBuilder Esri Community Maps Contributors, County of Dakota, Metropolitan Council, MetroGIS, © OpenStreetMap, Microsoft, Esri Canada, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, Parcels 3/22/2022, 4:00:06 PM 0 0.04 0.080.02 mi 0 0.07 0.140.04 km 1:3,673 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community | Esri Community Maps Contributors, County of Dakota, Metropolitan Council, MetroGIS, Washington County, MN, © OpenStreetMap, Microsoft, Esri Appendix E: Chronology of Development and Use 1 For sources consulted, see citations included in the body of this report. Date Social History Physical Development c. 1867 Charles Fanning owns the property, which is occupied by Charles Fanning and his wife; Mr. and Mrs. Edwin Hart and daughter Mary (Charles’s daughter, son-in- law, and granddaughter); and Fidelia Harriman and Mary Frances Harriman (Charles’s daughter and granddaughter).1 The original house is constructed. By 1887 Fidelia Harriman inherits or acquires the property and 100 acres of surrounding land June 1889 Mary Harriman marries Cordenio Severance 1889 Re c o m m e n d e d P e r i o d o f S i g n i f i c a n c e Mary Severance inherits or acquire Cedarhurst, including the house and 100 acres of surrounding land c. early 1900s The Gardener’s Cottage and barn are constructed. By 1901 The Severances own 158 acres of land surrounding Cedarhurst c. late 1800s/ early 1900s Addition(s) are made to the original c. 1867 house. 1911 The garage is constructed. By 1912 Severances own 547 acres of land surrounding Cedarhurst Between 1916 and 1932 At the west elevation of the Severance House, the second level is extended to create a sunroom. The rooftop cupola is removed. 1917 The final addition to the Severance House is constructed. The formal gardens at the south elevation are present by this date. c. 1920s An elevator is installed in the Severance House. 1925 Cordenio and Mary Severance die. Mary Severance’s cousin Mary Zelch acquires Cedarhurst. It is unclear if Mary and her husband John ever reside at the property. Date Social History Physical Development 1939 Minneapolis businessman Harvey Boomer and his wife Celia Boomer purchase Cedarhurst for use as a private residence. 1946 Ownership of Cedarhurst passes to Celia Boomer. By 1950 Colonel Francis Markoe acquires Cedarhurst. Post-1959 A small stair enclosure is constructed at the north elevation of the Severance House. 1962 The Catholic Archdiocese of St. Paul acquires Cedarhurst, intending to utilize the site as an elderly living facility. This intended use was apparently never realized. Between 1973 and 1976 St. Paul florist Frederick Newman acquires Cedarhurst. 1976 Cedarhurst is listed on the National Register of Historic Places. Post-1976 A wood deck is constructed at the west elevation of the Severance House. 1977 Jean and Ron Nienaber acquire Cedarhurst and utilize the property as event space and as the location of their catering and interior decorating businesses. 1986 A ramp is installed at the north elevation of the Severance House. 1996 The ice house is razed. c. 1997 Leyland Gohlike acquires Cedarhurst with the intent to utilize the site as a bed and breakfast, restaurant, and conference center. 2001 Ceadrhurst is acquired by the Thao family and utilized as event space for weddings, conferences, and other gatherings. 2021 Three-Sixty Real Estate Solutions acquires Cedarhurst. Form No. 10-300 ?^o3S-§-147 UNITED STATES DEPARTMENT OF THE INTERIOR NATIONAL PARK SERVICE DATA SHEET NATIONAL REGISTER OF HISTORIC PLACES INVENTORY - NOMINATION FORM FORNPaUSEONLV RECEIVED S76 DATE ENTERED SEE INSTRUCTIONS IN HOWTO COMPLETE NATIONAL REGISTER FORMS TYPE ALL ENTRIES - COMPLETE APPLICABLE SECTIONS □name HISTORIC Cedarhurst AND/OR COMMON Severance, Cordenio, House f (Preferred) ' □location • STREET & NUMBER A/ ^ c 6- —NOT FOR PUBLICATION CITY, TOWN Cottage Grove VICINITY OF CONGRESSIONAL DISTRICT First STATE CODE Mi rmp.ROta 27 COUNTY CODE Washineton 163 HcLASSIFI C ATI ON CATEGORY -DISTRICT J^BUILDING(S) —STRUCTURE —SITE —OBJECT OWNERSHIP —PUBLIC y —PRIVATE —BOTH PUBLIC ACQUISITION —IN PROCESS —BEING CONSIDERED STATUS JkiCCUPIED —UNOCCUPIED —WORK IN PROGRESS ACCESSIBLE —YES: RESTRICTED — YES: UNRESTRICTED J^O PRESENT USE —AGRICULTURE —MUSEUM —COMMERCIAL —PARK —EDUCATIONAL ^PRIVATE RESIDENCE —ENTERTAINMENT —RELIGIOUS —GOVERNMENT —SCIENTIFIC —INDUSTRIAL —TRANSPORTATION —MILITARY —OTHER: □owner of property NAME Frederick J. Newman STREETS. NUMBER CITY, TOWN Cottage Grove _X_ vicinity of STATE Minnesota □location OF LEGAL DESCRIPTION COURTHOUSE, REGISTRY OF DEEDS.ETC. Washington County Courthouse STREETS. NUMBER 14900 North 61st Street CITY, TOWN Stillwater STATE Minnesota □representation in existing surveys TITLE Minnesota Statewide Historic Sites Survey DATE 1972 FEDERAL XsTATE -COUNTY LOCAL DEPOSITORY FOR SURVEY RECORDS Minnesota Historical Society - Building 25 , Fort Snelling CITY, TOWN St. Paul STATE Minnesota DESCRIPTION CONDITION —EXCELLENT i^GOOD —FAIR —DETERIORATED —RUINS —UNEXPOSED CHECK ONE —UNALTERED ■Altered CHECK ONE ^ORIGINAL SITE —MOVED DATE- DESCRIBE THE PRESENT AND ORIGINAL (IF KNOWN) PHYSICAL APPEARANCE The Cordenio Severance House is situated on spacious grounds at the intersections of County Road 20 and County Road 19, one mile northeast of Cottage Grove. Landscaping includes a high hedge border along the traveled roads, and spacious front lawn (east of the house), a formal rose garden to the south of the house, and a gravelled driveway to the north. The exterior of the house indicates a chronology of significant modifications. The original farmstead house (now the kitchen portion) is a simple frame structure virtually devoid of architectural embellishment. To this structure was added an Italianate two story section which contained dining room and parlors. The style of this addition suggests a date of ca. 1880. Although most of these portions have been covered over with aluminum siding, the original wood clapboard remains on the southernmost gable and facade. Of note is the broken pediment and fan window in the attic portion. In 1917, Severance commissioned the architect Cass Gilbert to add a two story ballroom and bedroom section to the north face of the building to accommodate distinguished guests. This addition was designed to virtually double the expanse of the east facade to unify the addition to the former by similar proportion in window treatment and roof configuration. At this time two Neo-Classic doric hexastyle porticoes were placed at the two major entrances. Fan windows grace the pediments. Other than these porticoes, only shutters convey the decorative feeling of the Georgian Neo-Classic plantation house. The north facade of the ballroom section is graced by a two story, multiwindowed semicircular bay. Narrow clapboard siding has been retained on the South, East, and North facades of the 1917 alteration. Other than the ballroom and reception hall, the interior of the house is virtually without architectural embellishment. The ballroom is graced by molded plaster beamed ceilings of classis foliate design, maple flooring, paneled walls with original fabric inserts, perforated panels for pipes of the built-in organ, and carved wood and marble fireplace. Above the ballroom on the second floor are nine bedrooms and ten baths, and a section known as the "President's suite". In general, the present owners have conscientiously preserved the house and immediate grounds in their appearance during the occupancy of Cordenio Severance. SIGNIFICANCE PERIOD —PREHISTORIC __1400-1499 __1500-1599 —1600-1699 —1700-1799 -?1800-1899 —1900- areas OF SIGNIFICANCE - CHECK AND JUSTIFY BELOW —archeology-prehistoric —archeology-historic —AGRICULTURE Architecture —ART —COMMERCE —COMMUNICATIONS —COMMUNITY PLANNING —CONSERVATION —ECONOMICS —EDUCATION —ENGINEERING —EXPLORATION/SETTLEMENT —INDUSTRY —INVENTION —LANDSCAPE ARCHITECTURE —LITERATURE —MILITARY —MUSIC —PHILOSOPHY —POLITICS/GOVERNMENT —RELIGION —SCIENCE —SCULPTURE —SOCIAL/HUMANITARIAN —THEATER —TRANSPORTATION —OTHER (SPECIFY) SPECIFIC DATES ca,1880 - present BUILDER/ARCHITECT Cass Gilbert, 1917 remodeling STATEMENT OF SIGNIFICANCE The significance of this house lies in its association with Cordenio Severance, a leading St. Paul attorney from 1887 through the 1920s, and as an example of an opulent country estate. In 1887, Cordenio Severance, one time President of the American Bar Association joined in partnership with Cushman Kellogg Davis, Governor of Minnesota, United States Senator,'Chairman of the Senate Foreign Relations Committee and scholar, and with Frank B. Kellogg, United States Senator, Ambassador to Great Britain, Secretary of State, co-author of the Kellogg-Briand Peace Pact, and Justice of the World Court. The firm of Davis, Kellogg, and Severance enjoyed a large practice and handled a number of important cases in the state. Cordenio Severance's country estate took its present shape in 1917. Cass Gilbert was commissioned at that time to transform an existing house into a massive Neo-Classic residence suitable for entertaining large groups of people. Although not documented. Severance's house was reported to have been a meeting place fot government officials. The guests are said to have included not only St, Paul's elite but also Queen Marie of Romania, Presidents Theodore Roosevelt, William H. Taft, and Warren G. Harding. It has been reported that during the 1920s drafts of the Kellogg-Briand Peace Pact were written by Kellogg at this house. The Cordenio Severance House is currently privately owned and serves as a single family residence. Omajor bibliographical references Flandrau, Charles E., Encyclopedia of Biography of Minnesota, and History of Minnesota. Chicago, 1900. McClain, J.S., and Shutter, M.D., eds., Progressive Men of Minnesota, Chicago, 1900, Marquis, Albert N,, The Book of Minnesotans, Chicago, 1907. Polk and Co., Publ., Little Sketches of Big Folks. St. Paul, 1907. Upham, Warren, ed., Minnesota Biographies, Minnesota Historical Society Collections, Vol. XIV, St. Paul, 1912. BijGEOGRAPHICAL DATA ACREAGE OF NOMINATED PROPERTY leSS than 2 aCteS UTM REFERENCES a|1,5| |5|0,715,5,01 14.916,519,7,01 ZONE EASTING NORTHING bL cL L J L ZONE EASTING oLJ I I . I 1 I . I . I , ■ I NORTHING I__I__1 VERBAL BOUNDARY DESCRIPTION LIST ALL STATES AND COUNTIES FOR PROPERTIES OVERLAPPING STATE OR COUNTY BOUNDARIES state code county code STATE CODE COUNTY CODE Hform prepared by NAME^ TITLE Lynne VanBrocklin and Charles W. Nelson - State Historic Preservation Office ORGANIZATION Minnesota Historical Society DATE 19 April 1976 STREET& NUMBER Building 25, Fort Snelling TELEPHONE 612-726-1171 CITY OR TOWN St. Paul STATE Minnesota Estate historic preservation officer certification THE EVALUATED SIGNIFICANCE OF THIS PROPERTY WITHIN THE STATE IS: NATIONAL___ STATE____ LOCAL X As the designated State Historic Preservation Officer for the National Historic Preservation Act of 1966 (Public Law 89-665), I hereby nominate this property for inclusion in the National Register and certify that it has been evaluated according to the criteria and procedures set forth by the National Park Service. STATE HISTORIC PRESERVATION OFFICER SIGNATURE TITLE Russell W. Fridley ______State Historic Preservation_pfficer FOR NPS USE ONLY I hereby CERTIFY T DED IN THE NAfiON AL REGiSTii:THIS PROPER DIRECTOR,1C PRESERVATION of the NATIONAL REGISTER u/TM GPO 892.453 Property Working NumberStateMinn CONTROLTECHNICAL Photos_^ HISTORIAN ARCHITECTURAL HISTORIAN 5‘Iva.T4 ARCHEOLOGIST OTHER HAER Inventory Review c>0-rtP^ REVIEW UNIT CHIEF G2)1 ^ ' ;tr-/c/.76 BRANCH CHIEF k^:eper National Register Write-up Send-back Federal Register Entry Re-submit Entered JUN 3 1976 lNT:2106-74 United States Department of the Interior National Park Service WASO No. 7 NPSForm OM0 Apprw^ No. 10M01B United States Department of the Interior National Park Service National Register of Historic Places Continuation Sheet Section number Page REFERENCE NUMBER: 76001077 STATE: MINNESOTA COUNTY: Washington RESOURCE NT^E (HISTORIC) : CITY: VICINITY OF: ADDRESS: 6940 Keats Ave. S, CERTIFICATION DATE: REMOVED DATE: COMMENTS: Note: These changes apply to Severance, Cordenio, House in Washington County, Minnesota. 7^. Cb\.cJ{jJkvJL Mina M. Archabal State Historic Preservation Officer JUN 17 1988 Date NPSFomi 10«»« (Mi)(Me Afipmrtl No. 1024-00(8 United States Department of the Interior National Park Service National Register of Historic Places Continuation Sheet Section number Page ADDITIONAL INFORMATION Keeper/ . WASO Form ■ ITT ("R" JuM 1984) UNITED STATES DEPARTMENT OF THE INTERIOR NATIONAL PARK SERVICE NATIONAL REGISTER OF HISTORIC PLACES EVALUATION/RETURN SHEET HoOS£ ^duJUTi M lA/AieSOT^I d] resubmission □ nomination by person or local government □ owner objection □ appeal , ^---------' Ac In tno w ' jjati .rui.1 /ie^istor Working No.. Fed. Reg. Date; Date Due: Action:I^acceptT ____RETURN_ ____REJECT //O /f'Q Federal Agency: Substantive Review: □ sample n request Cn appeal Id NR decision Reviewer's comments: The National Register has accepted additional information submitted by the SHPO. This information clarifies name, Recom./Criteria. address and geographic location information on the Reviewer-------- original documentation. Discipline_____ Date__________ . see continuation sheet Nomination returned for:.technical corrections cited below .substantive reasons discussed below 1. Name 2. Location 3. Classification Category Ownership Public AoquisKion Status Accessible Present Use 4. Owner of Property 5. Location of Legal Description 6. Representation in Existing Surveys Has this property been determined eligible?Q yes d no 7. Description Condition d excellent d good dfair d deteriorated d ruins d unexposed Chadc one d unaltered d altered Check one d original site d moved date. Describe the present and original (if known) physical appearance d summary paragraph d completeness d clarity d alterations/integrity d dates I I boundary selection 8. Significanca Period Areas of Significance—Check and justify below Specific dates Builder/Architect Statement of Significance (in on« paragraph) □ summary paragraph CD completeness CD clarity CD applicable criteria CD justification of areas checked CD relating significance to the resource CD context CD relationship of integrity to significance ' ** CD justification of exception CD other 9. Major Bibliographical References 10. Geographical Data Acreage of nominated property Quadrangle name UTM References Verbal boundary description and justification 11. Form Prepared By 12. State Historic Preservation Officer Certification The evaluated significance of this property within the state is: national state local State Historic Preservation Officer signature title date 13. Other CD Maps CD Photographs CD Other Questions concerning this nomination may be directed to. Signed.Date Phone: <;PO 918-450 Comments for any item may be continued on an attached sheet ENTRIES IN THE NATIONAL REGISTER STATE MIHNESOTA Date Entered 3 R76 Name Location Kasson Water Tower Kasson Dodge County T. B. Sheldon HcToorlal Auditorima Red Wing Goodhue County Choate Building Winona Winona Cotmty Old Main - St. Olaf College Northfleld Rice County Bergetta Moe Bakery Duluth St. Louis Cotmty Steele County Courthouse Owatonna Steele County ^^rhurst Iittggt Harry F., Hoiise Cottage Grove Waohington County Minneapolis Hennepin County Also Notified Hon. Walter P. Mondale Hon. Hubert H. Uuaiphrey lion. Albert H. Qule lion. Janes L. Oberstar lion. Donald M. Fraser Regional Director, Midwest Region MMott/row 6/11/76 State Historic Preservation Officer Mr. Russell W. Fridley Director Minnesota Historical Society 690 Cedar Street St. Paul, Minnesota 55101 • NT; 2050-75 NB, Data Sheet DATE; Reviewer INITIAI^ NAME AS IT APPEARS Itl FEDERAL REGISTER: V OTHER RRFES:. ,*/i9 INITIAI^ 3 1S76 location: STREET4 NUMBER CITY. TOWN STATE \/C)VICINITY OF CONGRtSbiONAL DISTRICT / £/^ code OWNER OF property: STATE local gov’t municipal county other ADMINISTRATOR(underline)FEDERAL(AGENCY NAME): .X features: NPS REGION; (CIRCLE) N.AT^TIC MID ATLANTIC SOUTHEAST/' MIDWEST V. -SOUTTO'EOT ROCKY MOUNTAIN PX^FIOP. VEST PACIFIC NORTfflTEST .INTERIOR PX^FIOP. ENVIRO^ ^Substantially intact-1 Substantially intact-2 XT Substantially intact-3 _ unknown - 4 _unkrtpwn .-5 unknown -6 _not applicable - 7 _not eij^plicable - 8 _. Not applicable-9 _Interior, exterior, environs not intact-0 CONDITION- -EXCELLENT ^DETERIORATED \ _^N JlGOOO _RUINS " , I ^FAIR ^DETERIORATED _RUINS _UNEXPOSED -»Unexcavate<^ ACCESS-Yes-restricted Yes-unrestricted acce^i historic district *> yes _JJNALTEREO ALTERED -Reconstructed —Excavated LORIGINAL SITE _MOVED —Unknown Unknown WITHIN NA.TIONAL REGISTER HISTORIC DISTRICT? IF YES, NAME: YES WITHIN NATIONAL HISTORIC LANDMARK? IF YES, NAIIE: YES ADAPTIVE use;YES cS Saved ?YES NO FUNCTION (S); (use vocabulary words) then- now- significance: __ARCHEOLOGY-PREHISTORIC __ARCHEOLOGY-HISTORIC —^RICUITURE U^RCHITECTURE -.COMMERCE —.COMMUNICATIONS Claims —CONSERVATION —ECONOMICS —EDUCATION —ENGINEERING — EXPLORATION —INDUSTRY —INVENTION 'first’-’ YES NO —U^NDSCAPE ARCHITECTURE -RELIGION )\LAW/CoV*t/pOlitiCS —SCIENCE —LITERATURE —MIUTARY —SOCIAL/HUMANITARIAN —MUSIC —PHILOSOPHY —TRANSPORTATION —OTHER (SPECIFY! ** oldest’- YES NO ‘only’-’ _entertainment __health __recreation —settlement _soclo/cultural __urban & commun planning YES ARCHITECTUR.\L style; archi,ecyn..bunctcr: ^ landsca,V,„„,e„ artist/urtisan: interior decorator; k -ii / builder/contractor; ethnic group; names; n I ■ ^ ^ ^ ^ ^ H^rsonal ■ j ^A6i-^k — iSjU/^C'rt c. e-3 „,SzixJ ^oCS^'^ ^ appropriate date) t^y ^ ^ ^ institutional dates; date of construction (Specific date or 1/4 of century): ' DATE(S) OF "MAJOR" ALTERATIONS: /i'fd j /V7 HISTORICALLY SIGNIFICANT DATE (S) : - /X/^ ' ' source: (OF NOMINATION) PRIVATE ^sS) LOCAL GOVT MUNICIPAL COUNTS OTHER FEDERAL AGENCY: acreage;,' (to nearest tenth of an acre)//- COMMENTS; (include architectural information here) ^ Home of Cordenio Severance, American Bar Association president and law partner of MN Governor and U.S. Senator Cushman Kellogg Davis and U.S. Secretary of^ State and Nobel Peace Prize-winner Frank B. Kellogagj^Y-autlior uf -rtTe-1928-:iy |“ Kelt(5gg-Briaiid Pact which reportedly woo drafted in this houoe. | -k 0)QJO^