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Home My WebLink About_10 13 2026 City Council Agenda Packet 4646 Dakota Street SE Prior Lake, MN 55372 City Council Meeting at City Hall Tuesday, October 13, 2026 City Council Work Session Agenda 5:00 p.m. 1. DISCUSSION ITEM(S) A. Bus Tour (90 mins) City Council Meeting Agenda 7:00 p.m. Reports included with this agenda can be found in the Document Center by clicking here or at https://www.priorlakemn.gov/ \\Doc Center\\City of Prior Lake\\City Council, Planning Commission and Advisory Committees\\City Council\\City Council Agenda Packets\\2026\\10 13 2026 1. CALL TO ORDER and PLEDGE OF ALLEGIANCE 2. PUBLIC FORUM The public forum is intended to afford the public an opportunity to address concerns to the City Council. The public forum will be no longer than 30 minutes in length and each presenter will have no more than five (5) minutes to speak. Topics of discussion are restricted to City governmental topics rather than private or political agendas. Topics may be addressed at the public forum that are on the agenda. However, topics that are the subject of a public hearing are best addressed at the public hearing, not at public forum. Therefore, topics may not be addressed at public forum if: (I) the topic has been the subject of a public hearing before the City Council or any City Advisory Committee and the Council has not acted on the topic; or (ii) if the topic is the subject of a public hearing for which notice has been published in the City’s official newspaper, or a continued public hearing or public information hearing before the City Council or any City Advisory Committee. During public forum, a member of the public may request that the City Council consider removing an item from the Consent Agenda following the procedure set forth in Section 401.5. The City Council may discuss but will not take formal action on public forum presentations. Matters that are the subject of pending litigation are not appropriate for the forum. 3. APPROVAL OF AGENDA 4. MINUTES A. Approval of the September 22, 2026 City Council Meeting Minutes 5. CONSENT AGENDA Those items on the Council Agenda which are considered routine or non-controversial are included as part of the Consent Agenda. Unless the Mayor or a council member specifically requests that an item on the Consent Agenda be removed and considered separately, items on the Consent Agenda are considered under one motion, second and vote. Any item removed from the consent agenda shall be placed on the council agenda under Items Removed Consent Agenda Items. A. Approval of Claims Listing B. Resolution Authorizing Final Payment for the Lakeside Sewer Lining Project, Phase 1 (2021-14) C. Resolution Authorizing Final Payment for the North Tower Reconditioning Project (2026-06) D. Approval of a Refuse Hauler License for Nitti Sanitation Inc. E. Resolution Approving Amendment to Communications Facilities Agreement with AT&T – Cedarwood Street Water Tower F. Renewal of Legislative Services Agreement with Lockridge Grindal Nauen PLLP G. Resolution Approving the Scott County Three Rivers Park District to Conduct the 2026 White-Tail Deer H. Resolution Receiving Quotes and Awarding a Contract for Trail Replacement at Lakefront Park I. Resolution Authorizing Receipt of Quotes and Award Contract for Hickory Shores and Lakers Lift Station Pump Replacement Project J. Resolution Approving Amendment with Verizon at the Wilds Parkway Civil Defense Tower K. Resolution Approving a Work Order to Provide Professional Engineering Services for Phase 2 of the Lakeside Sewer Lining Project (2027-04) L. Resolution Approving Transfer from the Community Development General Fund to the Economic Developmen M. Resolution Approving a Cooperative Agreement for the County Highway 17 Reconstruction Project (2022- N. Resolution Approving a Final PUD Plan and a Final Plat and DA for Campbell Shores O. Resolution Approving a Combined Preliminary and Final Plat and Rezoning for Marsh Drive P. Approval of the Building Permit Summary Report- September 6. PRESENTATIONS A. Honoring New Hire- Prior Lake Police Department B. Proclamation Declaring October 2026 as Domestic Violence Awareness Month 7. PUBLIC HEARINGS A. Public Hearing to Consider Special Assessments for the 2026 Unpaid Special Charges and Consider Appr 8. OLD BUSINESS 9. NEW BUSINESS 10. REMOVED CONSENT AGENDA ITEMS 11. COUNCILMEMBER LIAISON UPDATES / COUNCILMEMBER REPORTS 12. OTHER BUSINESS 13. ADJOURNMENT ITEM: 4A CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Heidi Simon, City Clerk PRESENTED BY: Heidi Simon AGENDA ITEM: Approval of the September 22, 2026 City Council Meeting Minutes RECOMMENDED ACTION: Approve the September 22, 2026 city council meeting minutes as presented. ALTERNATIVES: 1. Motion and second to approve the September 22, 2026 City Council meeting minutes as presented. 2. Motion and second to review or revise the September 22, 2026 City Council meeting minutes. ATTACHMENTS: 1. 09 22 2026 City Council Minutes City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 4646 Dakota Street SE Prior Lake, MN 55372 CITY COUNCIL MEETING MINUTES September 22, 2026 1. CALL TO ORDER Mayor Briggs called the meeting to order at 7:00 p.m. Present were Councilors Braid, Churchill, Lake and Hellier. Absent: None. Also in attendance were City Manager Wedel, Police Sergeant Erickson, Community Development Director McCabe and City Clerk Simon in attendance. 2. PUBLIC FORUM None. 3. APPROVAL OF AGENDA MOTION BY LAKE SECOND BY HELLIER, TO APPROVING THE AGENDA AS PRESENTED. VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. 4. APPROVAL OF CITY COUNCIL MEETING MINUTES A. Approval of September 08, 2026, City Council Minutes MOTION BY HELLIER SECOND BY CHURCHILL, TO APPROVE September 08, 2026, MEETING MINUTES AS PRESENTED. VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☐ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☒ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. 5. CONSENT AGENDA A. Approval of Claims Listing B. Approval of August 2026 Treasurer’s Report C. Resolution 26 – 130 Authorizing the Ordering of 2027 Vehicles and Equipment D. Resolution 26-131 Receiving Quotes and Awarding a Contract for Facility Assessments E. Resolution 26 -132 Ratifying the Purchase and Installation of a High Service Pump for the Water Treatment Plant F. Resolution 26-133 Receiving Quotes and Awarding a Contract to Replace Two Rooftop HVAC Units at Fire Station 1 1 G. Resolution 26 – 134 Receiving Quotes and Awarding a Contract to Generator Replacement at the Police Station H. Resolution 26-135 Approving Final PUD and Development Agreement for Vierling Ridge I. Approval of a Release and Termination of Payment Agreement and Approval of Release and Termination of Development Agreements J. Approval of the Building Permit Summary Report K. Approval of the Animal Control Services Report – August L. Resolution 26-136 Approving a Temporary Liquor License for Boathouse Brothers Brewing Co. for October Wedel: Advising council to remove item 5H and place it under 10 for further discussion. MOTION BY BRAID SECOND BY CHURCHILL, TO APPROVE THE CONSENT AGENDA AS AMENDED WITH THE REMOVAL OF 5H. VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. 6. PRESENTATIONS None. 7. PUBLIC HEARINGS A. Resolution Approving a Public Property Use Change and Authorizing the Disposal of Tax-forfeited Land Community Development Director McCabe presented the item. Churchill: Prior to 1994, what was the purpose of the property? McCabe: Shady Beach was buildable lots. Manitou Road was not platted so the city is unsure of the purpose prior to that time. Public hearing opened at 7:13 p.m. by BRAID seconded by CHURCHILL VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. Jennifer Flaten, 15014 Appaloosa Trail: lives in Raspberry Ridge development. Believes the Manitou lot is important to the trail as it provides additional nature. This park was one of ten parks 09 22 2026 City Council Meeting Minutes that are considered a natural park and was recommended to stay that way to preserve natural plants and wildlife. Curious of when communication was provided to the neighborhood. More dis- cussion should be had with the neighborhood. Zachary Lovera, 14360 Shady Beach Trail: Lives across from the Shady Beach trail property. Has never seen the city take care of it. Feels strongly about the land being preserved for nature. Would like to purchase the lot. Janine Alcorn, 14283 Shady Beach Trail: Has lived in the neighborhood for 34 years and knows it well. Refers to the lot as a flood lot and would like some answers about what can be developed as far as storm water functions and what will become of it when the property is sold. Questioned if City engineers have done evaluations on the site to prevent flooding. Would like to see the evalua- tions flood plan information that would show how these new developments could be located on this parcel successfully. Amy Scapple, 5775 Birchwood Ave NE: Her and her family have lived in the neighborhood for 25 years. Wondering about the environmental impact this proposal will have on the lake and the lake environment. Questions about what the city has done to protect the environment. Janice Ritchie, 5794 Birchwood Ave: The city cleaned out the sediment in this area in 2022. Was told by the city that it cleaned out the sediment to get the lake water back in the area. This pond is a part of the neighborhood, and the neighborhood just got it back and now the city wants to take it away again. Obert Tufte, 14937 Manitou Road: Owns the lot next to parcel since 1985. The legal description in the mailed notice was incorrect. Concerns on zoning and what can be built there. Would prefer it if the city could put out the individual lots up for bids versus the whole area so the builders are restricted on what can be built in that area. Adam Proehl, 14957 Manitou Road: Has lived across from Manitou parcel for 15 years. Echoing previous comments. Please take all neighbors’ concerns seriously. Ryan Capelle, 14906 Manitou Rd: Lives on Manitou Road down from the parcel. The neighbor- hood has done a nice job bringing up the concerns. There was discussion on having other options used for this lot, including trail connection to Raspberry Ridge Park. Feels that further discussion on these lots needs to happen. Kip and Nancy Kemper, 14924 Manitou: Main concern is the one water/sewer hookup and dis- ruption to Manitou Road if it is dug up for additional connections. Concerned about how many houses would go on this lot. Has concerns about the number of parcels going in and the wildlife that has been there. Brian Lompart, 14223 Shady Beach Trail: Taking a lot of the property away from the pond. Ques- tioned if the city has spoken to the Watershed or the DNR. 09 22 2026 City Council Meeting Minutes Public hearing Closed at 7:41 p.m. by BRAID seconded by CHURCHILL VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. Director McCabe: This public hearing was voluntary and important to council and staff. Notices sent to properties within a 400-foot radius, consistent with state statute. Thanked Obert for catching the incorrect legal description. Storm water pipe would remain even if the Shady Beach parcel was sold. Regarding flooding concerns, the buildability of the parcel is constrained as one third of the area is below the 904 elevation. Anything above the 904 elevation a developer can build on but cannot do anything with the part below the 904. The surveyor has provided some preliminary infor- mation. The recommendation to combine the two lots into one is to create enough space for a house to be constructed above the 904 elevation. Impact on the lake is similar to any other single-family development on the lake. City Manager Wedel: There was sediment buildup at the end of the storm sewer outlet pipe where it enters the lake and that is what the city dredged out in 2022. This is an ongoing maintenance practice would be something the city would continue to do because the pipe would stay even with the proposed development. Director McCabe: Both parcels are zoned as R-1 low-density single-family district. The council would decide if they wanted to split the parcels or not. Hopefully the trees wouldn’t need to be removed as the lots are very deep and very few trees are actually located on the property. If they did remove some trees, the city has a tree preservation and restoration ordinance for any trees removed and subsequent replacements. City shared the Shady Beach parcel with the DNR and DNR stated they did not need any review of this item. Mailed notices for tonight’s hearing were sent out 10 days prior to the hearing. City Manager Wedel: Confirming the revenue from these properties would be used for parks. Council has yet to decide which parks it would be used for specifically, but would stay in the park maintenance fund. Braid: If any houses were built on Shady Beach Trail, would the developers still have to go through the approval process of the city and the DNR? If any of these lots should be sold, this is for resi- dential use only that fits in with the current neighborhood correct? Director McCabe: The only thing that could be constructed on these lots is single family homes or a purchasers could choose to leave them vacant. Anything that was proposed for construction would go through the normal review process. Braid: How disruptive would putting in the utilities be for the current residents on Manitou Road? 09 22 2026 City Council Meeting Minutes Director McCabe: Would estimate one-to-two-days of digging up the street to install the additional services. Hellier: Curious about the trail that was brought up and is this a city-maintained trail? Director McCabe: Unsure if there is a city-maintained train in that area. Possibly a woodchip trail that was established many years ago, but I am not aware of any current trail in that area. Briggs: What would the process look like for splitting up the parcel on Manitou? Director McCabe: Council would have options of selling the parcel as one lot which does give the option for the developer to split the lots themselves as long as it meets the minimum requirements. The city could split the parcel prior to subdivision. We would want to put some sort of restrictions on this subdivision either way. Briggs: Could the council ensure that there is protection with adjacent properties? Director McCabe: Yes, that could be done. Briggs: All questions were addressed including environmental questions, impervious surface im- pacts, storm water, and confirmed that conversations were had with the DNR and the Watershed. Churchill: The park plan has been in place for over six years. Selling off some of the parks was always on the table if the park referendum failed. These meetings were open to the public. What is happening tonight could have been prevented had voters approved the referendum. Braid: This city council has tackled identifying adequate funding for most aspects of the city’s op- erations including public safety, utilities and streets over the last several years. While going through the budget there was historically nearly zero dollars getting put away for park maintenance to keep the levy low. The city asked the residents for their feedback about the parks. This city has four times the national average of parks per capita. We pursued a referendum last fall due to the many years of not having adequate parks maintenance funds. We put it on the ballot for citizens to choose. This is where we are with the outcome of the election. These decisions are agonizing. However, when these proposed changes happen, they should fit into the nature and character of the neighborhood. The city is stuck between selling these properties or raising taxes. With the State and County raising taxes this is an option we do not want to do. Lake: Council Member Braid put this into words better than I can, but the pain, frustration and the tough decision is now something we have to make. The council wanted to hold this public hearing to listen to the neighborhood. These are very hard decisions, and we want to support the citizens. Briggs: Council decided to put the park referendum on the ballot instead of just voting on it. Council wanted to hear from the citizens on their preference for funding parks. Sixty percent of voters de- cided against the park referendum. The council now takes this information and uses it for clarity 09 22 2026 City Council Meeting Minutes and direction. These are your assets that the city needs to protect. This council will do the best we can with what we have for the parks. Will be speaking with staff for further discussion on these parcels City Manager Wedel: On the Manitou lot, the benefit of platting the lot ahead of selling it does give the adjacent neighbors the option to buy a smaller lot as compared to the entire existing parcel. It also locks in the configuration to assure it fits the character of the neighborhood. Staff can also check to see if a trail connection is feasible through the Manitou lot to Raspberry Ridge Park. MOTION BY BRAID SECOND BY LAKE, TO APPROVE RESOLUTION 26-137 APPROVING A PUBLIC PROPERTY USE CHANGE AND AUTHORIZING THE DISPOSAL OF TAX-FORFEITED LAND VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. B. Resolution Giving Host Approval to the Issuance of the City of Mayer, Minnesota, Senior Housing Revenue Note (McKenna Crossing Expansion Project.) Series 2026A and the city of Mayer, Minesota, Senior Housing Revenue Note (McKenna Crossing Expansion Project,) Series 2026B, and Approving a Housing Community Development Director McCabe presented the item. Public hearing opened at 8:18 p.m. by LAKE seconded by CHURCHILL VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. No comments. Public hearing Closed at 8:19 p.m. by CHURCHILL seconded by HELLIER VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ 09 22 2026 City Council Meeting Minutes Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. MOTION BY LAKE SECOND BY HELLIER, TO APPROVE RESOLUTION 26-138 GIVING HOST APPROVAL TO THE ISSUANCE OF THE CITY OF MAYER, MINNESOTA, SENIOR HOUSING REVENUE NOTE (MCKENNA CROSSING EXPANSION PROJECT), SERIES 2026A, AND THE CITY OF MAYER, MINNESOTA, SENIOR HOUSING REVENUE NOTE (MCKENNA CROSSING EXPANSION PROJECT,) SERIES 2026B, AND APRROVING A HOUSING PROGRAM AND JOINT POWERS AGREEMENT VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. 8. OLD BUSINESS None. 9. NEW BUSINESS None. 10. REMOVED CONSENT AGENDA ITEMS H. Resolution 26-135 Approving Final PUD and Development Agreement for Vierling Ridge Community Development Director McCabe presented the item. MOTION BY BRAID SECOND BY LAKE, TO APPROVE RESOLUTION 26-135 APPROVING FI- NAL PUD AND DEVELOPMENT AGREEMENT FOR VIERLING RIDGE VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. 11. COUNCIL MEMBER LIAISON UPDATES/ COUNCIL MEMBER REPORTS Hellier: 9/18 Agenda Review 09 22 2026 City Council Meeting Minutes Lake: 9/11 SCALE General Meeting, 9/14 Economic Development Authority, 9/18 Agenda review and Chalk fest Churchill: 9/11 SCALE General Meeting, 9/15 Prior Lake Spring Lake Watershed District Meeting, 9/21 Agenda Review Braid: 9/19 Chalk fest, 9/21 Agenda Review Briggs: 9/11 SCALE General Meeting, 9/18 SCALE Executive Meeting, Chalk fest, Pleasant Street Artwalk this Saturday 9/26 Wedel: City has a new website up and running, now ADA accessible and mobile friendly 12. OTHER BUSINESS None. 13.ADJOURNMENT MOTION BY BRAID, SECOND BY CHURCHILL, TO ADJOURN THE MEETING AT 8:25 p.m. VOTE Briggs Braid Churchill Lake Hellier Aye ☒ ☒ ☒ ☒ ☒ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ The motion carried. Respectfully Submitted, Jason Wedel, City Manager 09 22 2026 City Council Meeting Minutes Payments Issued 09/12/2026 - 10/02/2026 DateChecksACHEFTTotal 9/15/2026 9,552.92 9,552.92 9/16/2026 57,378.88 57,378.88 9/21/2026 533,166.58 86,897.91 1,897.16 621,961.65 9/22/2026 26,206.05 26,206.05 9/28/2026 358,642.90 257,834.84 3,369.46 619,847.20 9/30/2026 233.78 233.78 10/1/2026 8,133.09 8,133.09 10/2/2026 120,865.34 333,874.30 454,739.64 1,012,674.82 678,607.05 106,771.34 1,798,053.21 ITEM: 5A CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Melissa Fonder, Accounting Specialist PRESENTED BY: Nicole Klekner, Finance Director AGENDA ITEM: Approval of Claims Listing RECOMMENDED ACTION: Adopt claims listing as presented. BACKGROUND: Below is a summary of the payments issued (check, EFT, ACH and wires) for the specified time period. The detailed claims listing has been provided to the City Council as a separate document and is available for public view at City Hall upon request. The City has transitioned to this method of claims reporting in 2026 due to increasing risk of fraud for local governments. This change will allow the City to mitigate this risk while still providing transparency for the public. ALTERNATIVES: 1. Motion and second as part of the consent agenda to adopt the claims list as presented. 2. Motion and second to remove this item from the consent agenda for additional discussion. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 ITEM: 5B CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Christine Watson, Public Works Supervisor – Administration Phil Ryan, Public Works Supervisor – Utilities PRESENTED BY: Nick Monserud, Public Works Director/City Engineer AGENDA ITEM: Resolution Authorizing Final Payment for the Lakeside Sewer Lining Project, Phase 1 (2021-14) RECOMMENDED ACTION: Adopt a resolution authorizing final payment for the Lakeside Sewer Lining Project, Phase 1 (2021-14). BACKGROUND: On September 24, 2024, the City Council awarded a contract in the amount of $1,195,629 for the Lakeside Sewer Lining Project, Phase 1 to JC Dillon, Inc. On January 26, 2026 the City Council approved a change order to the contract in the amount of $25,281.93 to raise three additional manholes to grade. All work has now been completed in accordance with the contract. The final payment amount to JC Dillon, Inc. is $54,571.08. With this payment, the total amount paid to JC Dillon, Inc. is $1,091,421.51, which is 10.6% below the revised contract amount of $1,220,910.93. JC Dillon, Inc. delivered a quality project and has addressed all outstanding work items. Short Elliot Hendrickson, Inc. (SEH), the City’s engineering consultant on this project, has provided the attached letter and documentation recommending approval of the final pay voucher. FINANCIAL IMPACT: The Lakeside Sewer Lining Project, Phase 1 was funded by the Sewer Utility Fund with a contribution of $197,875 from the Metropolitan Council Inflow & Infiltration grant. The total project cost is estimated to be $1,350,000 or less, once we receive the final invoice from SEH. This is 18.2% below the budgeted project cost of $1,650,000. ALTERNATIVES: 1. Motion and second as part of the consent agenda to adopt a resolution authorizing final payment for the Lakeside Sewer Lining Project, Phase 1 (2021-14). 2. Motion and second to remove this item from the consent agenda for further discussion. ATTACHMENTS: 1. Resolution 2. Letter of Recommendation & Pay Voucher City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- A RESOLUTION AUTHORIZING FINAL PAYMENT FOR THE LAKESIDE SEWER LINING PROJECT, PHASE 1 (2021-14) Motion By: Second By: WHEREAS, on September 24, 2024 the City Council received bids and awarded a construction contract to JC Dillon, Inc. in the amount of $1,195,629 for the Lakeside Sewer Lining Project, Phase 1; and WHEREAS, the contract outlined the improvements JC Dillon, Inc. was responsible for installing; and WHEREAS, on January 26, 2026 the City Council approved a change order to the contract in the amount of $25,281.93 to raise three additional manholes to grade; and WHEREAS, these improvements and all other contract responsibilities are now complete to the satisfaction of the City; and WHEREAS, the City’s consulting engineer, Short Elliot Hendrickson, Inc., has reviewed the improvements and has written a recommendation letter and provided all close out documentation to support final payment for this project. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The City Council hereby accepts the improvements for the Lakeside Sewer Lining Project, Phase 1. 3. Final payment will be made to JC Dillon, Inc. in the amount of $54,571.08. th Passed and adopted by the Prior Lake City Council this 13 day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer September 24, 2026 RE: City of Prior Lake, MN 2024 Prior Lake CIPP Lining Project SEH No. PRIOR 173170 14.00 Mr. Phil Ryan Public Works Supervisor-Utilities City of Prior Lake 17073 Adelman St. Prior Lake, MN 55372 Dear Mr. Ryan: Attached is a signed copy of Final Pay Application No. 4 from J.C. Dillon, Inc. for the 2024 Prior Lake CIPP Lining Project. SEH has reviewed this application and recommends payment of $54,571.08. SEH recommends that the City of Prior Lake approve this project as complete. Enclosed with the final pay application are the following:  Consent of Surety to Final Payment  Contractor Certification of Compliance with Minnesota Prevailing Wage Requirements  Confirmation of Payment to All Subcontractors and Suppliers  Form IC-134  Lien Waivers  Warranty  Record drawings Sincerely, Susan Danzl, PE Project Manager (Lic. MN) SRD Attachment: Pay Application No. 4 Contractor's A Application Period: To (Owner):From (Contractor): Project:Contractor's Project No. Contractor's Certification By: 4646 Dakota St SE 1515 W. Lu City of Prior Lake, MN J.C. Dillon, Prior Lake, MN 55372 Peoria, IL 6 2024 Sanitary Sewer Lining Project Application For Payment Change Order Summary Approved Change Orders Number Additions Deductions 1 -$104,207.49 TOTALS $0.00 -$104,207.49 NET CHANGE BY $104,207.49CHANGE ORDERS Guy Dillon 6/23/2026 The undersigned Contractor certifies that to the best of its knowledge: (1) all previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with Work covered by prior Applications for Payment; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to Owner at time of payment free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to Owner indemnifying Owner against any such Liens, security interest or encumbrances); and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. - Application for Payment No. Application Date: Via (Engineer):SHE Engineer's Project No.:PRIOR 173170 1. ORIGINAL CONTRACT PRICE..........................................................................$ 2. Net change by Change Orders................................................................................$ 3. Current Contract Price (Line 1 ± 2).......................................................................$ 4. TOTAL COMPLETED AND STORED TO DATE (Column I on Progress Estimate)...........................................................................$ 5. RETAINAGE: a.5%X $1,091,421.51 Work Completed...................$ b.0%X Stored Material.....................$ c.Total Retainage (Line 5a + Line 5b).............................................$ 6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5c)............................................$ 7. LESS PREVIOUS PAYMENTS (Line 6 from prior Application)......................$ 8. AMOUNT DUE THIS APPLICATION................................................................$ 9. BALANCE TO FINISH, PLUS RETAINAGE (Column G on Progress Estimate + Line 5 above).................................................$ Payment of:$ is recommended by: Payment of:$ is approved by: Approved by: uthy Dr.3535 Vadnais Center Dr. Ste 200 4 Jun-26 September 23, 2026 Inc. $1,195,629.00 1615 St Paul, MN 55110 90024416 -$104,207.49 $1,091,421.51 $1,091,421.51 $54,571.08 $54,571.08 $1,036,850.43 $1,036,850.43 $54,571.08 $54,571.08 $0.00 $54,571.08 (Line 8 or other - attach explanation of the other amount) (Engineer)(Date) (Line 8 or other - attach explanation of the other amount) (Owner)(Date) Funding Agency (if applicable)(Date) (on behalf of Amy Prok)9.23.2026 B D F H Quantity Quantity Quantity Quantity 21,000.00$ 1 1 21,000.00$ 18,600.00$ 0.75 0.75 13,950.00$ 47,100.00$ 0.79 0.79 37,209.00$ 60,800.00$ 0.5 0.5 30,400.00$ 59.00$ 7,317.0 340.0 7,657.0 451,763.00$ 60.00$ 690 690 41,394.00$ 73.00$ 625.7 307.3 933.0 68,109.00$ 75.00$ 0 -$ 4,100.00$ 0 -$ 3,260.00$ 6 -$ 10,800.00$ 0 -$ 10,100.00$ 0 -$ 13,000.00$ 0 -$ 675.00$ 1 1 675.00$ 3,400.00$ 0.8 0.8 2,720.00$ 10,300.00$ 0.5 0.5 5,150.00$ 59.00$ 739.1 739 43,606.90$ 3,260.00$ -$ 675.00$ 1 1 675.00$ 3,200.00$ 0.8 0.8 2,560.00$ 6,700.00$ 0.8 0.8 5,360.00$ 20,600.00$ 0.5 0.5 10,300.00$ 59.00$ 2073.0 529.9 2073 122,307.00$ 675.00$ 1 1 675.00$ 6,700.00$ 0.25 0.25 1,675.00$ 5,500.00$ 0.5 0.50 2,750.00$ 59.00$ 620.9 1475.1 2096 123,664.00$ 73.00$ 435 435 31,755.00$ 40,970.39$ 1 1 40,970.39$ 4,475.65$ 1 1 4,475.65$ 2,995.64$ 1 1 2,995.64$ 25,281.93$ 1 1 25,281.93$ 0 -$ 1,091,421.51$ Totals 1,195,629.00$ 807,819.10$ 334,426.51$ -$ -$ Raise MH Castings 1 25,281.93$ 25,281.93$ 100.0% 91.3% 100.0% 17 8" Safety Skirty @ Sheet 8 Point Repair 1 2,995.64$ 2,995.64$ 100.0% 16 8" Safety Skirt & Grind Down Deposit @ Sheet 7 Point Repair 1 4,475.65$ 4,475.65$ 15 12" x 16" Transition 1 40,970.39$ 40,970.39$ Sheet 6 10-inch Sanitary Sewer CIPP Lining (UV-Cure)435 6,700.00$ 31,755.00$ 474.0% 100.0% 95.6% Change Order #1 27 8-Inch Sanitary Sewer CIPP Lining (UV-Cure)2192 129,328.00$ 36,633.10$ 87,030.90$ 26 Landscape Restoration 1 5,500.00$ -$ 2,750.00$ 25 Temporary Conveyance 1 6,700.00$ 1,675.00$ -$ 25.0% 50.0% 24 Mobilization 1 675.00$ 675.00$ -$ Bid Alt 3-Sheet 14 -$ 100.0% 22 Landscape Restoration 1 20,600.00$ -$ 10,300.00$ 50.0% 23 8-Inch Sanitary Sewer CIPP Lining (UV-Cure)2230 131,570.00$ 122,307.00$ 31,264.10$ 93.0% 80.0% 21 Temporary Conveyance 1 6,700.00$ 5,360.00$ -$ 20 Traffic Control 1 3,200.00$ 2,560.00$ -$ 80.0% 19 Mobilization 1 675.00$ 675.00$ -$ 100.0% Bid Alt 2-Sheet 12 -$ 18 Raise Mainhole 1 3,260.00$ -$ -$ 17 8-Inch Sanitary Sewer CIPP Lining (UV-Cure)1175 69,325.00$ 43,606.90$ -$ 62.9% 0.0% 80.0% 16 Landscape Restoration 1 10,300.00$ -$ 5,150.00$ 50.0% 15 Tempory Conveeyance 1 3,400.00$ 2,720.00$ 14 Mobilization 1 675.00$ 675.00$ -$ Bid Alt 1-Sheet 6 -$ 100.0% 0.0% 13 Point Repair at Manhole 1866 (Sheet 15)1 13,000.00$ -$ -$ 12 Point Repair at Manhole 2013 (Sheet 6)1 10,100.00$ -$ -$ 0.0% 10 Raise Manhole 6 19,560.00$ -$ 19,560.00$ 0.0% 11 Point Repair between manhole 2003 and LS 6 1 10,800.00$ -$ -$ 0.0% 0.0% 9 Point Repair by Grout 5 20,500.00$ -$ -$ 8 12-Inch Sanitary Sewer CIPP Lining (UV-Cure)262 19,650.00$ -$ -$ 0.0% 6 9-Inch Sanitary Sewer CIPP Lining (UV-Cure)781 46,860.00$ 41,394.00$ 88.3% 7 10-Inch Sanitary Sewer CIPP Lining (UV-Cure)744 54,312.00$ 45,676.10$ 22,432.90$ 125.4% 50.0% 5 8-Inch Sanitary Sewer CIPP Lining (UV-Cure)7821 461,439.00$ 431,703.00$ 20,060.00$ 4 Landscape Restoration 1 60,800.00$ -$ 30,400.00$ 97.9% 2 Traffic Control 1 18,600.00$ 13,950.00$ -$ 75.0% 3 Temporary Conveyance 1 47,100.00$ 37,209.00$ -$ 79.0% 1 Mobilization 1 21,000.00$ 21,000.00$ -$ Base Bid 100.0% % CompleteItem No. Description Previous Applications This Application Materials Stored Amount Amount Amount Amount Item Quanity Unit Price Bid or Adjusted Value Work Completed Total Completed & Stored to Date (C+E+G) Unit Price Progress Estimate Contractor's Application For (contract): 2024 Sanitary Sewer Lining Project Application Number: A C E G I J 3 Application Date:23-Jun-26 ITEM: 5C CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Christine Watson, Public Works Supervisor – Administration Phil Ryan, Public Works Supervisor – Utilities PRESENTED BY: Nick Monserud, Public Works Director/City Engineer AGENDA ITEM: Resolution Authorizing Final Payment for the North Tower Reconditioning Project (2026-06) RECOMMENDED ACTION: Adopt a resolution authorizing final payment for the North Tower Reconditioning Project (2026- 06). BACKGROUND: On January 27, 2026, the City Council awarded a contract in the amount of $1,242,645 for the North Tower Reconditioning Project to JR Stelzer Co. On June 30, 2026, City staff approved a change order in the amount of $2,140 to include pressure sensor box brackets and coupler installation. All work has now been completed in accordance with the contract. The final payment amount to JR Stelzer Co. is $62,251.25. With this payment, the total amount paid to JR Stelzer Co. is $1,245,025 which is $240 above the revised contract amount of $1,244,785. JR Stelzer Co. delivered a quality project and has addressed all outstanding work items. KLM Engineering, the City’s engineering consultant on this project, has provided the attached letter and documentation recommending approval of the final pay voucher. FINANCIAL IMPACT: The 2026 CIP included $1,745,000 for this project. The total project cost is expected to be $1,400,000 or less, once we receive the final invoice from KLM. This is 19.8% below the CIP estimate of $1,745,000. ALTERNATIVES: 1. Motion and second as part of the consent agenda to adopt a resolution authorizing final payment for the North Tower Reconditioning Project (2026-06). 2. Motion and second to remove this item from the consent agenda for further discussion. ATTACHMENTS: 1. Resolution 2. Letter of Recommendation & Pay Voucher City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- A RESOLUTION AUTHORIZING FINAL PAYMENT FOR THE NORTH TOWER RECONDITIONING PROJECT (2026-06) Motion By: Second By: WHEREAS, on January 27, 2026, the City Council received bids and awarded a construction contract to JR Stelzer Co. in the amount of $1,242,645 for the North Tower Reconditioning Project; and WHEREAS, the contract outlined the improvements JR Stelzer Co. was responsible for installing; and WHEREAS, on June 30, 2026, City staff approved a change order to the contract in the amount of $2,140 to include pressure sensor box brackets and coupler installation; and WHEREAS, these improvements and all other contract responsibilities are now complete to the satisfaction of the City; and WHEREAS, the City’s consulting engineer, KLM Engineering, has reviewed the improvements and has written a recommendation letter and provided all close out documentation to support final payment for this project. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The City Council hereby accepts the improvements for the North Tower Reconditioning Project. 3. Final payment will be made to JR Stelzer Co. in the amount of $62,251.25. th Passed and adopted by the Prior Lake City Council this 13 day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager Corporate Office 1976 Wooddale Drive, Suite 4 Woodbury, MN 55125 September 21, 2026 Mr. Phil Ryan By Email Public Works Supervisor-Utilities City of Prior Lake 17073 Adelman St. Prior Lake, MN 55372 RE: Pay Request No. 5 (Final) for the Reconditioning of the 1,000,000 Gallon Elevated Reservoir (North Tower) located in Prior Lake, Minnesota. City Project No. 2026-06 KLM Project No. 1495-25 Dear Mr. Ryan, J.R. Stelzer Co. has submitted Pay Request No. 5 (Final) in the amount of $62,251.25. KLM recommends that the City of Prior Lake approve this Pay Request. Also enclosed is the following close out documentation: • Contractor’s Affidavit • Consent of Surety • IC-134 KLM recommends that the City of Prior Lake approve this project as complete. We also recommend a two (2) year warranty inspection (warranty date started on August 25, 2026). We will contact you prior to that time to schedule an inspection. If you have any questions, please contact me at 651-755-8664. Sincerely, KLM Engineering, Inc. Scott J. Kriese Project Supervisor SK/TK P:2026\2026Prior Lake, MN 1495-25 Pay Request No. 5 (Final) 9-21-26 62,251.25 ITEM: 5D CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Steve Hart, Parks & Recreation Manager PRESENTED BY: Nick Monserud, Public Works Director/City Engineer AGENDA ITEM: Approval of a Refuse Hauler License for Nitti Sanitation Inc. RECOMMENDED ACTION: Approve the issuance of a 2026 Refuse Hauler License to Nitti Sanitation Inc. BACKGROUND: Prior Lake City Code provides that all refuse hauler licenses must be brought before the City Council for approval. In addition, Prior Lake City Code does not limit the number of licensed refuse haulers within the City. The following establishment has completed an application and submitted payment for a refuse hauler license: CITY OF PRIOR LAKE 2026 REFUSE HAULER APPLICANTS Nitti Sanitation, Inc 16555 Clayton Ave E Rosemount, MN 55068 651-457-7497 (Residential and Commercial) FINANCIAL IMPACT: Refuse hauler fees are based on the number of trucks used to haul refuse in the City. A total of $455.00 has been collected for this refuse hauler license. ALTERNATIVES: 1. Motion and second as part of the consent agenda to approve the issuance of the refuse hauler licenses as listed above. 2. Motion and second to remove this item from the consent agenda for further discussion. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 ITEM: 5E CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Nick Zurbey, GIS Coordinator PRESENTED BY: Nick Monserud, Public Works Director/City Engineer AGENDA ITEM: Resolution Approving Amendment to Communications Facilities Agreement with AT&T – Cedarwood Street Water Tower RECOMMENDED ACTION: Adopt a resolution authorizing the Mayor and City Manager to execute an amendment to the AT&T Communications Facilities Lease Agreement. BACKGROUND: The City and AT&T are parties to a Communications Facilities Agreement relating to the installation of communications antennas on the Cedarwood Street Water Tower and leased space for a ground shelter on the property located at 5560 Cedarwood Street NE. An original agreement was entered into May 1, 2002, was renewed May 1, 2022 and amended April 5, 2021 (Amendment 1), October 2, 2023 (Amendment 2), September 24, 2024 (Amendment 3), January 28,2025 (Amendment 4) and May 15, 2025 (Amendment 5). AT&T seeks to amend the terms of the agreement to update the terms related to permitted equipment. The City holds several lease agreements with Communication Companies to allow use of the City’s water towers to mount antenna with ground equipment shelters. The amendment will update terms and an exhibit to the agreement for AT&T’s permitted antenna and equipment to be reinstalled on the new railing installed as part of the recent water tower rehabilitation project. A copy of the Sixth Amendment to Communication Facilities Lease Agreement is included with this agenda report. AT&T has agreed to the terms of the agreement and the partially executed agreement is included. FINANCIAL IMPACT: Through Amendment 1, AT&T had been approved to expand the number of antenna and equipment located on the water tower and the base rent was increased by $5,250 per year. However, AT&T never moved to construction and the project was eventually cancelled but AT&T continued to pay the increased base rent. Another proposal that was similar in scope to Amdendment 1 was proposed and approved with Amendment 5. Base rent did not increase as AT&T has already been paying for the propsed expansion of antenna and equipment on the water tower. However, AT&T again did not proceed to construction in a timely manner and AT&T was unable to proceed to construction because of the City’s planned water tower rehabiliation project scheduled to start in the spring of 2026. All communication copmpanies were required to remove their antenna and eqipupment ahead of this work taking place. The planned antenna and equipment as part of this Sixth Amendment are similar to those previoulsy proposed in Amendments 1 and 5 so a base rent increase was not proposed. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 5E Page | 2 ALTERNATIVES: 1. Motion and second as part of the Consent Agenda to adopt a resolution authorizing the Mayor and City Manager to execute an amendment to the Communication Facilities Lease Agreement with AT&T for the Cedarwood Street Water Tower property. 2. Motion and second to remove this item from the Consent Agenda for additional discussion. ATTACHMENTS: 1. Resolution 2. AT&T Cedarwood St Amendment 6 - Partial 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- A RESOLUTION AUTHORIZING THE MAYOR AND CITY MANAGER TO EXECUTE AN AMENDMENT TO THE COMMUNICATION FACILITIES AGREEMENT WITH AT&T FOR THE CEDARWOOD STREET WATER TOWER PROPERTY Motion By: Second By: WHEREAS, various cellular companies have located their antenna equipment on City property and water towers; and WHEREAS, the public safety, health and welfare is served when cell phone coverage is uniform and unbroken; and WHEREAS, the City and New Cingular Wireless PCS, LLC, a Delaware limited liability company (“AT&T”) are parties to a Communications Facilities Agreement relating to City property and the Cedarwood St Water Tower located at 5560 Cedarwood Street NE, Prior Lake, Minnesota 55372 (AT&T site ID 10081745); and WHEREAS, AT&T seeks to amend the terms of the agreement to update the terms related to permitted equipment; and WHEREAS, the City Attorney and City Staff have developed an amendment to the existing lease agreement; and WHEREAS, AT&T has agreed to the terms of said agreement. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The City Council hereby approves the “Sixth Amendment To Communication Facilities Lease Agreement” prepared by the City Attorney and City Staff. 3. The Mayor and City Manager are hereby authorized to execute the “Sixth Amendment To Communication Facilities Lease Agreement” on behalf of the City. th Passed and adopted by the Prior Lake City Council this 13 day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager Cedarwood St Water Tower City Project:41124-000001 (Cedarwood St Recon) AT&T Site ID:PRIOR LAKE (10081745) SIXTH AMENDMENT TO COMMUNICATION FACILITIES LEASE AGREEMENT This Sixth Amendment to Communication Facilities Lease Agreement (“Sixth Amendment”)is made and entered into this _______ day of ________________, 202_(“Effective Date”),by and between the City of Prior Lake,a Minnesota municipal Corporation (hereinafter referred to as the “City”) and New Cingular Wireless PCS,LLC,a Delaware limited liability company (hereinafter referred to as “Communications Company”). RECITALS WHEREAS,the City and Communications Company entered into that certain Communication Facilities Lease Agreement dated May 1,2022 (“Original Agreement”)for space on the City’s Cedarwood Street Water Tower (“Water Tower”)and space adjacent to the Water Tower on City’s Property located at 5560 Cedarwood Street NE,Prior Lake,MN 55372 (“Property”)for the purpose of constructing, installing,removing,replacing,maintaining,and operating Antennae and Equipment,as defined in the Original Agreement;and WHEREAS,Communications Company modified and/or upgraded Communications Company’s Antennae and or Equipment pursuant to First Amendment to Communication Facilities Lease Agreement dated August 21,2023 (“Amendment 1”),Second Amendment to Communication Facilities Lease Agreement dated October 2,2023 (“Amendment 2”),Third Amendment to Communication Facilities Lease Agreement dated September 24,2024 (“Amendment 3),Fourth Amendment to Communication Facilities Lease Agreement dated January 28,2025 (“Amendment 4”),and Fifth Amendment to Communication Facilities Lease Agreement dated May 15,2025 (“Amendment 5”)(The Original Agreement,Amendment 1,Amendment 2,Amendment 3,Amendment 4,and AmendmentS are hereinafter jointly referred to as the “Agreement”);and WHEREAS,the City and Communications Company hereby seek to amend the terms of the Agreement to clarify the terms related to permitted equipment. NOW,THEREFORE,in consideration of the foregoing recitals and for other good,valuable and fair consideration,the receipt and sufficiency of which is hereby acknowledged the parties agree as follows: 1.Consent of City.The City hereby consents to the Communications Company’s proposed replacement of antenna mounts and replacement of equipment located on the Water Tower pursuant the terms of the Sixth Amendment. 2.Definitions.All terms defined in the Agreement shall have the same definitions when used in this Sixth Amendment. 3.Permitted Equipment.The City hereby grants Communications Company the right and consents to the proposed replacement of antenna mounts and replacement of equipment located on the Water Tower depicted on Exhibit B-6 herein. 4.Fees and Expenses.Communications Company shall pay all of the City’s costs and expenses relating to Communications Company’s installation of the replacement antenna mounts and 1 Cedarwood St Water Tower City Project:A1124-000001 (Cedarwood St Recon) AT&T Site ID:PRIOR LAKE (10081745) replacement of equipment,as shown in Exhibit B-6,or revised plans,if applicable,including all fees of City’s structural engineer and/or City’s Attorney. S.Notices.Section 32 of the Agreement is hereby amended and restated in its entirety with the following: 32.Notices.All notices,requests and demands hereunder will be given as follows: (a)For Notices to Tenant: (i)To Tenant’s Lease Administration Department by email at Noticelntake@att.com with “Cell Site 4:1723;Site Name:PRIOR LAKE (MN)FM:10081745,”in the e-mail subject line;and (ü)With a copy of notices of default to Tenant’s Law Department via first class certified or registered mail,return receipt requested or by a nationally recognized overnight courier, postage prepaid,addressed to: New Cingular Wireless PCS,LLC Attn.:Legal Dept—Network Operations Re:Cell Site if:1723;Cell Site Name:PRIOR LAKE (MN) Fixed Asset 4:10081745 208S.Akard Street Dallas,TX 75202-4206 (b)For notices to Landlord via first class certified or registered mail,return receipt requested or by a nationally recognized overnight courier,postage prepaid,addressed to: If to City:City of Prior Lake Attn:City Manager 4646 Dakota Street SE Prior Lake,MN 55372 With a copy to:Campbell Knutson,PA. Attn:David Kendall Gran Oak Office Center I 860 Blue Gentian Road,Suite 290 Eagan,MN 55121 (c)Notices by email to Tenant’s Lease Administration Department will be effective on the first calendar day after it was sent unless the sender receives an automated message that the email has not been delivered.Electronic mail shall be sent with a read receipt,but a read receipt shall not be required to establish that notice was given and received.All other notices shall be effective when properly sent and received or refused,unless returned undelivered. (d)Either party hereto may change the place for the giving of notice to it by thirty (30)days’ prior written notice to the other party hereto as provided herein. 2 Cedarwood St Water Tower City Project:A1124-000001 (Cedarwood St Recon) AT&T Site ID;PRIOR LAKE (10081745) 6.Terms and Conditions of Lease.All other terms,covenants,and conditions of the Agreement remain in full force and effect except as modified by this Sixth Amendment.The recitals set forth above are incorporated herein and made a part hereof as if they were set forth in the body hereof. IN WITNESS HEREOF,the parties have executed this Sixth Amendment as of the date first written above. CITY OF PRIOR lAKE Kirt Briggs,Mayor Jason Wedel,City Manager COMMUNICATIONS COMPANY: New Cingular Wireless PCS,LLC, a Delaware limited liability company By:AT&T Mobility Corporation Its:Manager By:A-tjr€cts’‘SooLncr4<r Its:V Yet cA-sr ‘1 -.1ç-ag 3 Cedarwood St Water Tower City Project:A1124COOOO1 (Cedarwood St Recon) AT&T Site ID:PRIOR LAKE (10081745) EXHIBIT B-6 (attached hereto) 4 - Sr C ‘C C N T T PM Lu l l ; Li i i a4 74 c 3 u p i r LC N G , r L i D M : -- OR Q i J ’ I D p: . c v A t a ; l Ei C U i i S . i . . cc L ; ; P i r i i N re p - iT • u n • i d • i 1C M . TO M Jn L r C rs r i L - , s •. ) 5 [ . i ; . ; . i LI - h O P n- n .c ’ . i r o 51 1 1 1 : 1 . : •: N as T e c Ne t w o r k Sc - u t i o r . s Fu I Ie r R n I; P ‘O O O . O ‘0 O . SU I T S tC R f l f l eL t . as p i ) Ta S7 4 I S - — IW M #: 0 AT & T S. — , UN A W I N t . iN U L l Pu t t Pe L ;e i T r T CR A P NC ) 7 1 Sr OS T ; &s .. :. - U p \ . SP T u i i _ S so - m c I , CT C . M s’ ! T1 4 u— . s r - -1 . Ce 5. 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A U I I l ” A 0 . t : 4 3 ’ A t A ’ D 0 ’ A , ’ UH U E O A A .L . J U L . U . I. - ’ 0 A N 4 1 IU ’ I : ’ U L ON ‘, ‘ A U r : r S 52 5 1 , 7 0 0 tO 55 ( 0 5 4 , L’ U X A E2 i J S T U r , TO E t’ O L S A C I O R U0 I , . i ‘A l I A S ly E 15 6 1 7 2 IA I A L I . o l o A AD s r s r I Ad o IL :5 0 OA F S . C7 1 ’ A A C ’ .5 A 40 5 1 5 0 ot t O t; : U I L . ‘l i t 01 0 0 2 0 0 ’ VA L A L . . A So : . . .0 11 0 2 5 CC L ‘7 4 :7 II r ’ rO t O t I L l A’ s ’ . ’ I C ’ . U ’ ’ L . ‘A ” - . .l t , A 4 L - , J q 0 * % a •. _ c L. 2 ’ . i . CC O ’ . t O ‘I t ’ .- D C A L 10 7 45 , 3 .1 1 A çA l 5 U AILI_A,2’’AItA( ‘: ‘ . , . . ‘ L ’ . . d . . o: . ‘0 ’ . . L’ r ’ :2 ‘— - o . . .C t . N ’ . L . U i ’ . 2 L r ; _ 2 A 02 0 ’ j 5 7 . 7 0 0 5 0 A : 74 ’ A ( . A , . 4. 0 5 t v ’ A ” . .‘ A tO 7 A , . . ’ I. E 05 i 5 rA s ’ D 20 0 ’ O , S 4” . ‘- , o, II . . LA . , I” ’ . ’ .0 2 . 0 2 L: S I L . . r 0 e ’ A ’ & - . AL . s0 11 . 2 ’ . ” . .1 , ‘; A 0 ,7 2 7- &r i l A . A U I 7 L S Al ’ OF A S A L . 05 N IA A : O ’ N A A ’ A ’ C : 02 1 1 1 ’ l ; O N wy t l i l. . A I ’ 0 I , I L . Al ’ s UI A y L , AU .1 ‘- l ’ ’ U A ’ ‘‘ 4 7 0 0 A O A ’ . t 10 0 1 , 1 1 0 1A A O L U E U C I U S L A r, I A L L C , A L U : CI I [t E . .1 W’ . • ’ l i . OL I E R I U : S 11 1 5 Ar t : ‘ 5’ ’ ‘4 . - • U ’ 0: 1 S t Ar I l l o c ‘1 0 ‘- A v A I L u5 1 0 6 , r . : iO N . 9 r, , r r I L F .A : ’ I L I I 01 2 1 L 1. F A F O A A Al Lt p ’ L L t l l , I N I I R S t P S A I : C N S tE $ 1 , C l l AA I . . I I 4 A W I N . A C I A U S A I O L S A A L O ; o N O v : : . A r : I T A - r A l A d . j . r I A t N r A N r : 51 6 1 : 10 0 :0 0 0 . 1 0 . OC N I A 7 I L . ‘C A ‘7 0 4 , , ‘: ‘ ; o A N A : S FL I ’ L A L (J r Al l . i’ I D I I A L A IT AA A N I , C L . L L’ A ’ I A I CL I . E. . L I v A : . C S A , IA ! L I t UD , : ; A S L l d AN t ON L - ’ L I - A L C I ! . : . IA . To o 0r 1 4 ’ A A C T C R ’ D A I I : .5 t ’ . L t ?A ’ C v s 7 N . O t ‘“ V U ” 14 IF ‘A r IE M A , L I A ’ b • f AI r _ A UI A ’ l C U SI ‘_ L L A ’ O A l0 ’ J e S ‘U AA D D A L A A co o r S 10 PA - I S ’ 70 . i’ O I . I . L 2 1 : O I : or WC S O A CA . O L j C I C7 4 TI . , : ” , LA DA : L: A - C : : . T . IA I . QP P, L T ( ’ f l ’ . ’ S A. A r i J A U , “s o t rI o A2 t f l W . L 5L 2 . 1 2 ! ! TU 5 ’ PU 7 0 0 0 17 r. I r F’ 7 o j r r T 00 4 5 1 ‘2 ? 2. 40 AU IS Ld , J P C R S I L I A U VI t A :A 4 LA I O X : . . 62 1 LA A A I L A D J . Li t . SH A L L AC .. A l . L L L • - 0 ‘A , d : o L 00 0 J U C ’ 0. 1 2 2 ; . ! , 4’ JL & t2 1 : A L L ! It I ‘‘ ‘ ? A AW ’ A HA 04 A, 4 ’ • ’ I I A A L 09 10 , , 01 5 1 ‘C A N S ID SF FA L l F Il b ’ O I . At C7 l l A e r C ‘[ D . . I ON C E . UP O N *5 , 1 1 ‘5 N’ l r .1 ’ ‘7 ‘S A r I :S A C’ TH E CO N ’ ! 11 1 7 1 0 9 . P el l A ON ’ A 0’ OC T ’ 2 1 : L1 0 0 I A L A . AA I 1 i S l A L L A I 2 ) ‘I L • : J I L A I O ’ P J O J , S 14 ’ 2, I A T ’ A L A ’ D l i i . :7 , 0 . l. ’ N ’ O s . A U o’ o . A s : q w S s ’ . - . - > y . C 2 ’ o . L A ’ 1 I :. . ( 0 I L A . ’ . ’ . > .1 ” S’ A ’ ’ T ’ 00 4 , - , A. . , 0. A, . 0 r r . r r 5 ’ . , - i r S . S 0 r . A 4 2 e 2° ’ r [ s t ” LF A . t S S ‘: ‘ . r L A r A ’ ” A U ’ I 4 A . . 4 ’ A U : • . 2 ’ 4 . ’ . ’ oY C Z i l I .2 2 ’ ot e S s - I L . ’ :2 , AL 0 ’ . A ’ A C I i . .J 00 5 . 5 ‘ ‘. ‘ T . C • A ’ : , - l A L % ’ P , l ’ c * 0 5 - 4 a . . ’ M ‘t q ’ r S L • a . s. . r ‘ r : p. r - v ’ s ‘I ’ l l : . cA A D F S , F F F J . , ” . N A .O P A . N o . c . A . s ’ , : A 2 : - , r o A r . r C ’ r r . NO ’ T A L 2 ’ P ’ .L l . L ’ L C 2 , d : , U 5 I A _ ( J ’ A ’ - L I 4 . A2 S ’ A 0 L F . I . \ L L 4 I . r , I r A ’ L a % . ’ , A - , ’ O . . . A A , , AU t O .1 / I :4 2 - 1. 1 . . ‘r ’ L ‘1 1 2 ? 07 11 7 4 1 1 1 4 11 . 5 0 * 1 2 0 , k4 . . A L . L A , , . . . . S L I L . A . t . . L : . J A L .A : : . 2 4 . 5 7 0 . A . _ . . p .7 ’ 0 .0 . ’ :5 0 SO L I - . A ’ . ’ l ’ . : . r : I I L ’ , t I O .r C : ’ .0 2 ’ ’ , •A 2 I A I A F UI I O L . . L F , I ’ I C I I . ’ A A • I I A I V . . . .1 4 2 2 .D . I V 1 2 t ! N G C A . 25 . 0 5 : : . - . PA L L ‘A . L % A <1 1 2 6 0 0* 1 2 ( 0 A. 11 . 4 0 1 5 0 ‘t ’ A I A L I O r . ro t ’ SA I d A: A l . . . .1 1 2 AI I I L 1 A A I I I 1 I’ , Ad . : :1 1 1 . 4 .1 1 . . : ’ LI A r . .. A . l 4 5 5 y ‘A . ’ A V I A E I I ’ 1 r . i A A m I r I. 1 1 A 9 , 2 i o C . 0’ I D Or ’ lA l e ’ I ’ A . , ’ A r L , .0 . 4o 0 2 1 , Ul r r l A A r : To cO i l S 21 .A , ’ d V A. A .. I : t l _ r : A . . A . r . _ L . , A ; I Ar :. 5 r A ’ r ; ’ . o . , .1 5 , .C A L 1I T ’ 0 0 0 t I A ’ l (0 2 0 . 0 : 0 . A. I I L S . I; . H . ‘‘ I . ‘. 0 i2 : i 0 . ri y L L 5 r , :I I A . . r r . L I A . . L I F ; I ! . . ’ I r :L ’ r . SI ; ‘S I ’ , 01 2 1 1 , II ’ :5 0 7 P. ‘r A I l ’ I’ .t ’ S ; . .5 1 1 1 1: 7 . 7 rA T I O S Ir r . ’ , ’ A - . CI I TA AP - 2 T r . , L S A I rA 9 o I J $ A r o r s r s ’ I c ’ Dr 5’ tA O A. 20 1 9 , OP A P . 11 9 1 A0 2 ; , A : A I I r ’ L A C — 40 0 : 5 0 ‘0 4 0 4 5 2 ‘* 0 0 LO H P O I A N L It .r A L . ; L A r ; ’ J AL :v L 2. A A , r ! L r D . 00 0 0 1 1 ’ 12 1 0 0 . 7 1 5 OF 01 1 1 , 2 . 1 0 0 A1 9 0 0 1 . r l . . L . x . . :: r .‘ 0: 1 0 , 0 ‘O L ” ' ’ . ’ 21 1 C r L’ C F C L I S CI , I L L O O II I St 24 2 C. W A I O ’ L D ‘: A IS . IA 74 1 1 5 : 1 0 4 05 1 25 5 9 . 5 0: 5 1 1 F’ :- U C, E4 0 I F , 1 A0 • 5 I ’ ’ CP 0 * . O ’ D N I ‘H A L L 91 1 0 0 5 . 0 0 2 9. 2 0 10 5 2: 0 1 AN D 01 2 < 5 0 2 AR O I E I A : A . AL - I C ’ . ’ ’ , . A II I AL A S lI l t ’ , ) . OF . : IL A I ; L E UD A P I L 14 : : Pt FI I T S 0 0 0 D 45 00 2 9 . 1 1 I, C I A H L A IA L L L J M A L O C L I 5. 0 5 . F’ . 1l . . A L . v r .. ; .A l 0 , A K 50 5 1 1 1 2 ” “7 5 1 , 1 .‘ C F i r s r y l. ’ A : l l ’ l p ( I q 51 1 1 1 1 31 3 SN U 1 I A I L L 2. NI : ‘. A O L , “A : 14 : 1 1 1 1 1 1 1 SA l ; - 51 2 0 SO ,‘ S A C 0 2 D ’ : ; , 1 1 ,f l L A A 22 ’ SL A L O A C , , , A0 0 0 , L S 2 N L L S ’ I A : J S L ED V A ’ A C l t , ‘‘ 14 2 1 [i t S ‘4 2 5 4 PA t OF 0; 0 61 9 0 , 0 Ad A lI l A Aj u . I OA ’ L ’ l ’ ’ 0I . - A ’ I A P S A O - l A I A . E I O A Co a l ’ 45 ’ L l 4 7 0 5 ’ H [ $ P Al ’ ‘t f l ” . ‘‘ . 5 7 5 ’ , . A .1 7 .2 :. ‘ - . - r A . - . L L , . , ’ ’ ’ . ’ s - o o . . . ’ A ,1 0 4 1: 1 1 2 5 2 2 0 5 0 7 A. ‘A 0 . i . , ’ r d I . I . r . 4 s 1 > ’ ‘t A r 5’ , s ” ' ’ 7 A . 7 ,A Il ; ’ L , . A A ,, ‘ ,‘ j A I he r e b y ce r t i f y th a t th i s pl a n . sp e c i f i c a t i o n , or re p o r t wa s pr e p a r e d by me or un d e r my di r e c t su p e r v . S i o n an d th a t I am a du l y Li c e n s e d Pr o f e s s i o n a l En g i fl e e r un d e r th e la w s of th e Sn t e of Mi n n e s o m Da n k i W Sm i t h ‘c e M e # S4 8 — C ‘[ A C : 0. Al A ’ ‘. 0 50 . 5 5 CA A I 41 1 2 . 1 , 0 . 0 7 . CO 0 • ’ C ’ , A 24 * 0 “2 4 2 ’ CL A 7 . D I ’ i 4 ’ C A . 0, 0 5 . 2 0 iA : .0 5 . 5 5 LZ T ’ A O .1 4 10 , 0 . 1 2 0 1 , . .1 1 0 0 0 1 , _ A ’ ‘‘ 1 0 1 . 1 0 FO r SS A E 4 . l ’ ’ 4 ’ . ’ ’ 4 Ar Al Ss E . ‘i - ” ’ : D N ’ ’ N I C l t P 1I ’ , l a AS . iC S Il l ’ :l A . A t ‘. 1 mA r ; . c l 1 o : ’ AN T rr l ’ I l , rA O l l I A U ‘0 1 1 1 , I’ E F ’ E L D 05 , 0 1 1 , 5 1 Al I l l. . ! : : : A v ’ ’ , - . ’ , ’ r : ’ V l’ I A I I ’ l I I’ l l : ; ‘S I l l IC 15 1 ’ 51 1 : ST I l l , 02 ‘ II I 14 1 j 0 2 ‘A . , ‘I i A F . A A I F , r L I’ , . l 5 I4 L A I L IA II Pt SC A L E D . .1 . : : LA N ; P . l c : , , I ; id O l , 51 1 1 ,‘ A A D I A I A I OA . t . - 1. 4 . .A ’ A S A 14 1 ) 1 21 1 1 2 9 1 1 1: - I S O 1 U cl IA J , . I A A . , A A Al r . l 1 l : 2 FI l l ‘9 1 1 9 1 IS A I I 1 U N 1 , l S I l l A , l W , Or TH U 11 1 1 0 0 1 1 04 1 1 1 7 1 0 A. FA r (0 , 1 ’ ’ AA A I I S . A’ I A ’ , Al A 11 , 1 1 ’ . I 50 0 4 1 5 . 4 5 5 1 Il I A D MA A’ ’ A . I , S IN 51 0 1 0 0 ) 0 1 . 2 ’ VI . 54 0 1 ; : , :. r , j . A O I A P5 0 : 1 . 1 AI ’ I A A I F : I N D AN L E S S lA H A l i l 0 , 0 L l t .0 1 0 1 . 0 1 1 0 0 lI C l A C . -. . 1 , 1 V: t - , ; .5 1 0 1 Ia ’ , : 1. .I A ’ 0 - A A ; l o ’ . . L 9 7 . l , : ’ 4 - ’ A ; 0 _ , OA Q L A O1 J I A L I I A : , L 0 . o ’ l A Ii . — : U. U t ’ A ’ . l l O A ’ . ll F r . A ’ : l : . ; . : . ,r . A I ’ C . ’ D \ r . r T r l , l , ’ , u : S A . 0 Al $ A A I 1 I A ; N 1: 1 5 1 1 5 1 , 1 1 SP I C E D 19 1 ’ mr .0 ’ 0 iS i ’ L I A : - l l , O ; S . : Tl l ” . E 11 0 1 10 1 : 1 2 1 0 ‘i i . UI ’ S ‘L U A Ol L t l A . a tA r s A l : : Li , ‘0 0 0 0 7 0 0 0 05 6 1 9 1 0 lO A F ’ V AL L : : . OO 1 A • l l A L i o A l” A I I A A 14 4 1 1 . 0 ;. O N I A J CO I L E D , D’ L A l ) 42 4 2 ‘o A t S ’ S ’ .1 5 AL r : 0 ; , I o : I : AI U O C A I ’ l ’ i LD A A A ; . :; F I I L , :0 1 AN t I LO C A L At . ’ : ’ A U ) C O I . T- . r c ’ s A ’ r ’ , c ’ o o s y , ” r . l p ’ y y , n I r sI r .‘ r m ’ . r 50 1 2 7 0 4 1 9 ‘A r .‘ , y r ’ m 71 . 1 1 1 42 4 5 TA r 00 0 I I O ’ ’ l r ’ 5 0 5 P Al A S ‘C l rT ’ I A T S V ’ Ar . , 2. ly E CL I . ‘I A : : ’ I9 S’ I A i I A’ I, 4 D I S A O I I L E 9’ 2 5 01 0 1 1 4 5 II I 2 1 L A S A I H :1 1 LI ’ 2 tH E CL I I 1: 5 0 : - H I. ‘“ A l l LA , C Il ’ r L i , , .5 , 51 5 0 . 0 . 01 1 1 1 1 ’ LC S A I ’ I , C IA A O N I 2 0 5 5’ V’ l t ’ , V o ’ A C ‘l a I r av N I r i 0 2 S IA ’ 9 I ’ A I D A 0* i 1 - ’ O ’ I A ’ l . d A i FL i t ‘2 2 1 0 1 1 0 S F 0, 5 4 ’ 4, ‘‘ A l ’ , l ’ R ’ I r ’ J A F A A 11 9 1 1 ’ . l A i ’ l . , s A l ’ . : EO I A I 1 C I F L ’ I r : AA , A A I , j A , , U , , A. 11 * 0 . 1 1 , 01 , 0 1 , 1 1 1 Sl ’ A A I ” p ’ - O A .2 1 5’ 4 1 0 IA ’ P A l I , k A r 25 1 , 1 1 7 0 C ‘0 0 4 1 1 - S C 1 11 1 , Al A :, 0 o . l . , ’ L , J , ’ I : d , l: A . “A ’ , ’ L , . o , C S s , 11 1 . 0 1 .2 , 2 0 1 9 , 71 0 , 1 , 5 , ’ . : ‘1 , ’ ’ ” , 00 . . ’ ef, 1 A AT •: N as T e c Ne t w o r L I So l u t ’ o s s Fu li e rt . > ’ p 11 5 5 5 : w0 0 0 5 I E L D 50 . 5 0 , SM I T E IS O IC H A I J H I U R O . II U N O C S 45 1 7 1 11 1 44 2 . 5 0 4 4 4 0 4 ‘5 , 0 5 . ‘A , A L , A _ A A A < ’ I i ’ .0 ‘‘ 5 C ’ I ’ 1 ’ ’ ” . s ’ S H I: ’ , 0. 1 , :C ’ I Y J C ’ C 7 ’ V 0, 2 . , . 27 Ao ’ . : r I L A l .. : i ’ , ’ r ’ s o A. 1’ . ‘. ‘ A I ’ L ’ A ’ *‘ . l i A ‘1 0 52 ’ . Y. 4 I V ’ L Z 1 1 . IC L2 , . e S C 1’ IC IT O . : It .A A ’ 1 U , : ’ S - - A . A U ” ’ ’ 1 A ’ ’ H ’ C W 4 t - - 5 0 l . 1 1 A ’ ’ A ’ 22 HA A “A l l S -O A L t IS 05 1 01 H ’ A i ’ E S 24 . A, A L L E I , i Oi : A I ‘I 50 * LO L L . ’ : , ‘, ‘ - - . , . : N A ‘C i 00 . 0 , 00 - 2 ‘i : , - ’ .1 4 0 : 2 0 2 1 2 . IA A C L ’ l A l s . 10 . 01 0 . 4 , ’ . Al , Pd : A L N ’ -l ’ A S J J P 21 . co r i . A N P C L , r , o ’ : :7 1 1 rl ’ - ’ S A A AA A5 1 5 ’ A. ’ l I I AN I :0 1 4 1 0 1 0 4 0 : 5 0 CI L I L I El F l, ’ i f l FI i ; I I A V A 7 0 0 ‘E L ’ LI : if ’ , . ’ 01 , : 7 O ’ ‘0 1 0 so ‘0 0 . ” .‘ i , i0 4 ’ 7 GE N E R A L NO T E S GN - t li A . : , l ’ C : P 71 1 1 , 1 1 1 3 ) 1 0 ‘V 0. :‘ t I* ’ ’ s . I , I- ’ , ’ ’ . p: . ’ ; . 0’ ’ 34 : sN A L .7 ; ; ’ ; , s C . t ‘- I ’ ’ ; , - o& S : . ’ ’ SF 7 5 9 vW ’ ‘C , 7 - 9 . ’ : ’ F . u . O 2 - ‘. - 17 , 1 2 5 0 0 2 : . : . : CC o . ’ ’ t ’ .7 ‘A A L NA , D N . f C C N ’ Q ’ S. : i’ . 1 € N r 3 _ t f l ,7 - — : 7 , - I N j C ; N e : E I Q S ) v F 4 N 7 - ’ I : w ’ , D S Q & ’ ; D I o . v v - - . - _‘ ‘ . , t S : H ’ ’ ; t. . , c - ; _ 9 3 4 ’ A L - ’ ; ; . e _ _ , e< ’ c ” r ’ 7 W N R . t ,& N ’ : . v 7 . n % 7 % I : .. - C N < 4 . . < C 7 ’ N ’ - t 7 ‘ 7; 7 _ ’ -- 7_ - ; . ’ C _ _ ‘ 7: 9 1 9 5 7 , CS ’ , . ’ _ E ’ , - _, 7 _ 7’ , • • ’ A, l l f l Q ’ ’ J N ’ ” i ’ U ’ i I ,. C ’ u F . L o Q’ ’ ’ ” , ” < L 21 2 . 7 , . N, 01 . , N C W N I I E 19 - . ’ . r ’ : N C l ’ l 1 F ’ 1 . - M . ’ l - . ’ , l 1 9 7 i Nl 1 1 N ’ ’ I l O f , S , N C l l3 r , . - ; . . F _ l1 < l ; ’ 1 : 7 I f l f l Q P II ’ , v N r F . r ,v I 7 . i 7 C ’ - I S N T O L ” r C - 7 V . 9 , 0’ ’ -. 1 7 , 7 < NA ’ ; : l — . — A - , l s ; N , 7- 70 7 ‘‘ - [ ‘ < p 7 - k - , : 7r I . I , S i ” L u FC - F , N C O V I L C I E I N S Q A L N D . V , ’ S H t 7F • N L 9 3 1 1 7 4 1 . ‘7 1 7 7 1 15 A ’ p - l F ’ < i N l i l 71 , ‘7 5 <2 3 . 1 1 1 <( ‘ F L I N I I N S 7< 4 1 “I N C O Im L F I I C P . N< M P C N [ N T < , CA F t e a , FE , : PN F I _ ’ . - L A - : 4 , N : O H A . l 1 _ GN A t , AL ; NU N Af l r t ’ I N A S . 10 1 1 7 7 7 5 , N’ 5 ’ ” ’ 5 2 7 1 : I ’ t L ’ A s l l - . . I F , 7 7 I N F L , : ep l O :N . C I t l <C A L L S . 24 5 7 7 5 55 < < “7 7 0 2 < 5 -. 1 ’ : N R I I ’ N L iO l O ’ N ’ , - . - N . .— . ‘ l 1 1 I 1 , I ” I I O A I 77 TI l t Ci ’ N O F FF 1 0 7 5 Al 1. 1 7 NA P - . C• ) N D T I U T T I I ) N N F C T I N 7 , N tS l 1 07 : 5 l: ’ . P ’ - ’ : l S T t r F cD , . - ’ C r N T VA S T SF 67 , , 75 P, 1 9 S T N ED , C’ s 7, 0 4 7 7 7 1 1 7 7 42 7 7 3 )t . l v C r D 7k M N1 N l ’ 7 N Q F ’ i <1 , 7 4 NA ,T N IN [P S EN ‘7 1 0 , N’ , l 5. 73 < : 97 , ‘G A IA ‘3 17 - _ N MU l C H AN D IE - , A vU < : < -‘ 7 . 2 1 C: J A % 3 7 7 1 9 7 7 ([ - . 1 9 4 .. 11 3 4 1 3 7 El S ’ ’ F A L N <1 7 7 2 1 1 < 1 7 1 9 . Au r r I L LL - 3 F 7 1 1 7 7 - 1 7 _ 1 9 97 AI S L W . a l 1 ’ , l ;‘ C I 1 7 CC L L ’ N V4 C ’ ’ 5 L U P N S V _ C a- l€ ; j ’ l G F < F ’ D N LA L Q . C, Nr : S F C P- S D CM ’ S AP 5C C _ p I N r I D 01 ’ A AL I. tA T Fl O P FT C , E, 1 A A L e Q 7 ’ F 7 , , p , S L ’ — SL Q C A I L A ’ E S , r3 1 — o : 7 ’ A 1 L C : : 7 - . & 7 L - , <A A L S ” s c : F N L ; l . 17 F” ; . s D l l _ L . 2, 1. : : 55 7 , 2 7 < 0 7 75 5 < 1 , 7 7 1 7 TA ’ 12 7 7 0 7 , C, 1 L P , . r M4 E 7 A G r N ’ t S T TO U T E ’ l 9 7 ’ tM ’ < A 7 1 7 1 2 I” ‘‘ A Cr ’ QC ‘N S A l; , € r I; ) I5 ’ ’ F , ; S T 77 1 7 0 1 , DN o S N C . CA C1 : T T : N C TH 7 D , , 7 ’ 71 5 1 7 7 < CC A F F ’ - 1 < N IN 54 , : . € 7 l l : , r 7 , A 7 , ” A O ’ C G . . , ’ r , ; : ’ E r . L ’ ) ’ < ; : . . <A F ’ C A A C I A ’ I , I L ’ ’ ’ N’ l , ’ , ’ , 7 1 ’ , . N E U l l - O 3 , II : 2. 1 77 7 7 1 , 7 < 1 ’ 7< ! 1, 5 : 1 5 . EI 5 N , A I ’ 5 7 ’ E I G 1 l 7 ’ N ’ M E - N : ,‘ . N ! C ’ : 3 , ’ P A E I : , . F7 ’ l 7 : 7 , S ’ , l l 4I 0 p , , 7 $ ‘4 ’ <I Sl ’ ’ L N C ’ l ’ 1D ’ I I E 57 0 5 5 1 . 1 :- , , , - w u 7, 5 1 0 1 . 1 , .N , , . ,‘ t I - _ <‘ A ’ <. 7 ; “. N 0 0 ’ -- , - c : a A - t % 5 , - . c l a l’ l : ’ . ’ , ’ 1 . D ’ . , E 7 7 _ - A - ’ . ” G L V 0 1 3 4 7 L ’ t t j ’ :A ’ F l ’ A ’ % ’ - ’ . ’ _ r - ; ’ I , . k - T A , 2 ’ 4 — . : ’ 3T V ? A ’ ’ _ ’ C ? ‘, 2 7 f l < 7 ; ’ 7 W 0 34 ’ _ ;2 . ’ €7 S •. - S ’ 7 W ’ -‘ “‘ ‘N A (‘ 7 _ A ‘, s - D G E E S ’ A L . ’ : N N n r ’ c rE D < 7 € l A 7 , ‘9 ‘‘ ‘ ‘ ‘7 7 . ’ % ’ * , 1 9L ’ ’ 3 5 A 7 St <7 , 1 7 S. ’ ’ L ‘J I : ” E . 7 , IS ’ ’ - ;T - ’ ’ 17 [ ” N .1 , ’ 75 . 97 5 3 <1 : 5, -? ‘ 7 N N C . ’ . N 7 ‘N v ’ c . ” % r ’ . r ’ 0 5 4 s 5 , \ , s S 5 ; 17 2 7 7 4 7 7 1 7 - . AD ’ , . ‘A D A N . - , . 7 7 - . L ’ l k i s - : . 7 7 1 4 7 ’ . S L ’ N r 9 7 1 7 5 ’ ( 51 , ;7 7 , 1 7 7 Nl ’ 4 ‘. ‘ . “ I F E I . ’ 47 . 1 2 3 .1 Ni - 3. , ’ . ’ 1 . ’ . ’ 1 < 1 . r ; , ’ 5 . 7 7, 7 , ’ 4 7 4 ’ A ’ 1 < : A 1 ’ _ 7 ‘A ’ _ _ -. o, . • - ’ 7 7 . ’ . , A ’ ’ ’ ’ ‘‘ : 1 : ’ ‘N ‘“ 5 , , r. : : ’ C r N’ 1 ’ S . 1, 7 < 4 7 1 39 _ 7 , ’ 7 _ . , A ’ , . 2 7 . , l , . - . E : L ’ ’ A , , 9 7 _ _ 7 _ _ N 1 , 7 :7 . 7 . ’ : ’ AN N , ‘, ‘ 1 5 0 ’ : S — 34 < 0 - H F rf N ’ s : ; T : D 7_ 1 ’ 7 ’ S1 . - . ’ I 1 ; & , A - 5 - : l - : A’ EC t E 7 N- S D :9 FP O S I U P 1 : ’ , l l IN 7< < 7 7 7 ll ’ : , ‘: 1 - 1 4 7 7 - : . ’ SW ’ o •, N ’ N ’ < h7 L . F 5 5 , 1 I l L . N . , i , L : ; N 1 7 p , C . : . 1 1 1 1 . . 7 , , . l : . : . : . , N- I l l <A L C• I A I I N , ’ 1 ’ • l ’ l 1 - I I N ’ 7 1 < O ’ l , ‘A N T I ’ , E’ k ’ ! 7’ , : . . . : ‘: O - ’ L ’ S ’ r k r 7 SA l 17 ’ ’ . - . ‘I l l 41 : 0 . l: ’ ’ ’ h ’ ’ , 7 7 . ’ l : v S ’ - ; -. ‘: ‘ : A I F S ’ 7 : 5 _ A C C rr A l F L P F , U u : S 2 A S C F 1 F ; .1 7 7 7 7 ’ ) IN l A I D ‘7 . 1 7 : : : N. -- A :2 , 5 1 , •. : A F 42 7 3 1 7 1 ’ , <- ‘ 1 1 , 7 1 Fl ’ S <‘ : 1 4 ‘, : A I F N l I 1 N . I : l 5 ’ A : , ’ . ’ : N . : , 7 : . ; ’ : : - , . N . A : s ‘r , 1 7, . Ap c , : r : ) : D S A S I Y . Sr i , FR I1 5 . ’ 77 7 13 7 77 : 2 1 , ;: I I S L N ’ N A -, “ : 5 7 1 5 1 ’ : A A - . ’ , - ’ ’ ’ ’ C N L E U UI A. MQ € i 11 1 57 2 7 7 , 1 7 7 ‘5 . - C CC I I I 71 . 7 7 7 4 5, 2 4 . 1 9 ,U C C ’ T I 1; 5 1 F , F ’ 0 ’ 1 : N r A N l ’ : 7 7 l v , ’ i l 3 ’ l < 7 ‘, , - ‘ I A L 71 5 55 1 1 : 1 4 , ; A. r- r ’ : o r SC A T 17 W ’ Cr 7 1 0 CI A. ’ - . ’ . <- 7 7 1 7 < 7 ‘3 7 A, , N 0 ’ 1 4 1 7 Ai AD S ’ S _ S . NI H ’ : ’ N’ AN U S ’ 7< 7 < 1 7 4 5 5 . 7 : 7 . 9 7 77 * 1 0. AN ’ < 1 9 1 < ‘U LS ’ A A 1 •t ’ S ’ p Q ’ A ’ CO A T 11 7 IN O A D U 15 7 1 < 70 1 1 0 . 7 7 ‘- ‘ C ‘7 7 7: 7 , _ N , ; CL 7: A l , ’ _ - WA L l , ; , US A ’ 17 ’ 0 7 S l - : 7 . 77 7 1 7 5: 7 7 7 . 4 < l. 7 1 ’ S S ’ 7 N : N Cr : . 7 ’ , :r I 1 1 i ’ - S L <1 ’ < ; C r I ‘E N IN N NQ N j A C C . 3: l’ l N . l N I- D A T NA A L L NE ,L N I I ’ G F ’ , I ‘L A CO L O N AN D <‘ € 7 7 AJ < 1 O : ’ r IT N A S A C , AA 7 , P5 4 < , 77 2 , 5 : 7 k 7 70 0 A1 7 ’ 3 , 8, ; N D - S N ’ l A 7 I A 1 r r 0 ’ - s S . ; ’ C A 1 c E D - : ” 1 - ‘1 < 7 A ,l - , i 1 ’ l “1 1 7 5 ’ . 7 ’ I T I Q7 1 ’ - ’ , - i I T S [ ’ II :1 01 7 1 1 1 1 : 5 5 [7 1 7 7 . 1 7 ) A’ S ! ‘. . N N ’ ’ I 15 <7 7 • 1 7 ” . ‘1 ‘7 7 1 ” . ’ 17 ’ 1 7 : N . 13 7 1 1 1 CO A N I N 3 CS < T L i 4 SI C 57 7 . 0 7 5 . 03 4 0 1 9 5 57 7 PA IS A IA U 19 : 7 4 1 9 - I ’ S 1, : ’ . - 11 N 5 N [0 - 3 7 l l 1 I C ’ 5, 7 <l I D S CD 1 :1 1 7 1 1 5 ’ . - ” ’ D F I r N V - l I , , 7. 1 . IT ‘T ’ A l < C AU C7 7 C S C < CO A L CN A, I E A F TI l t l1 : r I l M S ’ - o L - , ’ II :‘ 7 NF L 4 7 51 ’ C- s N : r S <5 2 . ; 7, 1 : 1 CA N t ) Al l ” 2 73 4 1 < 4 7 1. , 0’ 1 ’ ,I 1 ; r : , o l r l < ‘7 4 TI lA < C D : : C T N C . . Il l s : . 11 < 1 7 75 1 9 1 1 < 1 1 1 7 7 1 ’ I N C _ N ‘• N N N 17 1 1 < 1 < 7 1 7 ’ “: 7 , 1 4 AN 31 < 2 2 7 1 7 AN ! A L 0 7 1 1 - P ” . IQ I I Q N I . < F ’ P 7 7 Q * . . L l b l - . Q L 7 i . I i 7 ’ 7 7 - ’ , 1 - 5 ( - 7 l - ” l 2 75 5 7 . <I ’ . , Q- , - ’ . ’ € [ U t ’ , ” 11 5 2 1 1 1 A” D F ’ , 7 1 ’ D ’ r . . t , ’ S l ’ D 17 5 1 1 5 . 1 3 7 0 ’ . F ’ C I’ , C ’ t S C: ’ c . N s ’ . ’ c ’ i C 75 5 1 ” 7. 7 7 ” 52 , ‘7 - 7 , 3 :3 , 7 7 77 7 - _ I A ‘. v ’ n C S A 1 7 . : C ’ C N A 1 A L ’ c 9 r - A , l N T <‘ 5 ’ . . l7 W ’ V , ’ ; ’ . . A I : , < , ” : , < S ’ , ‘€ F L € ” S 7 A L C S -U . . -7 . : OF C ‘0 ’ , ‘4 _ . . ’ - 1, ; 47 0 N 0 1 . S ’ 1 3 3 , 13 1 15 < 5 - 2 . 9 , <C ‘5 < 0 7 ’ ’ , ’ 5 ” ’ 4 ’ ‘‘ ‘ . 7 5 ’ 7 : 7 7 ‘, l l C T _ C ’ D A . ’ S l ’ O l A ’ < A . C ’ C ’ . . ’ V , S1 ’ o ’ 7 , ’ € 7 7 i 7 ” ’ 1 ’ 5. . . ” . < ; 7 5’ . <. 7 A7 . I 5 . ’ S ’ : , , ’ , ’ , R ‘A . Hr N D1 7 S ’ 71 5 5 <S . F ’ S 1: ’ . , ’ ‘. 7 ] - . - ’ - ‘4 ’ Zr 1. 1 0 : 1 ‘< ‘ ‘ 3 1 ’ 5 5 NE ,‘ . ‘ , M 37 ’ 5) 4 7 6 A’ 3 1 ’ 1 7 <I 4 , 71 7 5 7 7 7 : 1 7 1 Cl ” (1 1 : - N I : N C < 1 4 1 1 N 1 A - l l ’ ’ I IA N - . . PR ’ Il L N . c L 1 s . 7 ’ P ’ . < 7 ’ L NO A L O I . ’ . S I F A L ’ S 77 5 2 7 , 5 7 9 1 , 74 1 . 7 NI - 1 ’ 7 ’ l . N - N , c ’ l : - . s S h ’ I ’ ’ - V : , F N > . ’ A 1 , 5 s . ’ E F 7 s . r -l ” < M 1 ’ , - , < L ’ I 2 ’ r A 0 A O ’ I 1 ’ ’ , ’ - ’ N D C A - c N <H N L L 1< , SS . 11 1 lN ” ’ A I 1 . TR Y ’ I ’ - ’ ’ ; ; S , A ’ ’ CD I I ’ N’ - A . L 1< So , 0 1 F 1 1 1 ’ O l S ’ 9’ ’ ’ ” 7 ‘‘ 7 1F A 5 7 1 l S Q ; a -, , - , ‘ . i ’ l D S - fl o ’ 3 4 0 ’ A l ; O Q N <H I <1 7 0 7 Il 0 ’ l • A L - F l ’ I I ” • , 19 ; L l . : A , ; l ; 1 L A I S N . ’ . 1 , ’ : - : ’ 5 , < : I L ‘l L 1 1 7 I - A 7 1 . • LI L A -‘ - - 3 1 1 .- . ‘ .N U : L L 75 7 ’ N’ - ’ - 7’ A 5, 1 5 ’ , : , iF , ‘< L I - N I , ,‘ , . - I ’ l - S r I I I I N A U : ! : l : N l l ” r- S S N N N A - N . 71 7 L, : < 9 1 , I ’ ? I . ’ , l A - : A —: 1 - ” : , - , II : ’ 1• 1 5 ’ _ 1 A l A , 1 :‘ - A ’ , . N l ’ 15 : 1 . 7. 1 0 LF I E I I S ’ J O I IA 57 1 0 , 1 9 7 : - . 7 , ‘- I L ;S L : N ’ ; - o L _ •. ‘ A ’ : , - ’ 15 1 7 IA I Z ’ . l ; I ’ :7 1 1 : 0 . _ I : 2- 4 < 1- 7 1 : 0 II 0. 1 7 CS : E C V S L A I : S r N S ’ O ’ L S A L C < I- N 1 w - ’ , Q V N S I D ’ A A L QC A N T A S I C T I N A I ’ A ) A C < N I L < 7, 1 1 , 1 L{ : 1 5 1 1 7 0 . I N L ’ < 13 1 - ’ ‘‘ - ‘ 1 <I ’ : 7 :1 — 37 1 5 7 . N SD 50 < 7 , 1 7 CQ _ 0 < S C L C C T ; C 7 I ( D L . - :L ’ . 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SO r T E D So t TC H A O M C U R C , 1L L J N O F E D lo l l ] TI L L S4 7 4 t l M I he r e b y ce r t i f y th a t th i s pl a n . ap e c i f i c a t i o n , or re p o r t wa s pr e p a r e d by me or un d e r ny di r e c t su p e r v i s i o n an d Ch i t I am a du l y Li c e n s e d Pr o s s i o n a I En g i n e r n de r th e le w a of th e Sa t e of Mi n n e s o t a Da n i e l W Sm i t h L A- N — E’ / ’ ’ . ,0 ’ , ? S 1 7 ’ i l < 5< 2 5 7 1 :7 5 7 : (‘ 5 , 1 7 ; ; 11 : 0 7 7A M : GE N E R A L NO T E S GN - 2 ‘, c ’ : ’ ; : D , I I s S 3 J i 10 --- ;—,Wa cli S a”, S I PitH h I Uii ! IhII! pFç p U-zr z0 AR R R F V I A T I O N S e AT & T SY M B O L S SF 5 ST — - - .— - — -- — I• C p L N S I SI T E Pl J f l I he r e b y ce r t i f y th a t th i s pl a n . sp e c d i c a n i o n , or re p o r t wa s pr e p a r e d by me or in c a , my di r e c t su p e r v i s i o n ar i d th a t I am a du l y Li c e n s e d Pr o f e s s i o n a l En g i n e e r un d e r th e la w s of th e St a t e of Mi n n e s o t a Dn i e I W Sm i t h ke n , . # 5< 1 % S j, L& - ’ - 55 5 ‘i s a Sl I M S ) N H5 - 54 1 5 ) 5 5 5. 5 C R CA [5 1 5 5 5 0 57 5 5 ) 0 0 FZ u 1 . O A 1 ’ C FI R S t CL C A 5 S [S W Oh S UA S T t R D- ’ . i MI N I M U M tl ) L S P I . E .: . 5- I - I: . : I: Oi l s ! :N as T e c Ns t s o r So l i t o r s a N Z‘7 / Fu l i e r U p PO O R . W0 0 0 0 P E L O RO O D , SL A T E 50 0 SC N A A J M O V A G . I L U N O O RO O T ) 55 5 S4 A - 9 - 4 u O O SI T E PL A N c- I L /Z Z z Z 2 / z Y . rr E r r ’ — . — r E n r r r r t I / ‘A Z Z / rr n L _ i 1 —. J . ;k i - u 3 t F . . r’ 3 . — . — . ( F : F: F I S T I N A 1_ 1 . _j /J CC ô — A . k F F j SA C FT H H J L. . - _ _ E * . S T . i F C GS A (1 —_ h a. . : . : _r x : S T G H F4 4 . 2 1 r , F R F C F W c p S ./ ut L -j IA —- — - _ . _ -i i . I 11 SA F T F W F tA C I T 4- J I 10 . 1 S F rr F . r s .. F - F F L: I L I J C C S .F A — t_ . .. . . t m / •: N as T e c Ne C w c r i o So u t o i ; s a- - -s - : 2 F 3CI R C S T I TO ,- I - 12 :. - T• T t AO O O ” _ D tQ * 3 . kf l i T cC e a . M e . a c . tL I T I O S lO F T S TA t •C - . S -H r- • .. Cü F T I t RI .5 :F F I P ; S o r C II I : .I t t I C v l :1 ‘S I ” AS ’ I X NS F ’ 45 7 1 0 1 1 5: 5 0 , 1 0 - M S (1 4 ’ F1 4 5 . . r . F r S r ’ FU i 11 5 . 5 5 1 5 1 H: 1 I F S 1 F i (I F :P ’ C 4 - s - I he r e b y ce r t i F y th a t th s s pl a n . np e c i f i c a c i o n . or re p o r t wa s pr e p a r e d by me or un d e r my di r e c t su p e r v i s i o n an d th a t la m a du t y Li c e n s e d Pr o f e s s i o n a l En g i n e e r un d e r th e la w n of th e St a t e of Mi n n e s o t ance n s e # 5 8 / Ai t A 5/ I7 C i i < . 1 7 1 Q f S1 . - MN %5 7 2 EQ U I P M E N T PL A N 0. 2 EX I S T I N G EQ U I P M E N T PL A N . S - FI N A I EQ U I P M E N T PL A N m ‘K C’, -1zC m 2 C” m fllC z02 mr rTl 0z C’) -o 0 1, I -o 0 r m •--.- ----.-a-. V 0. -. -- -:EEEEEEEJEEEEESzEzEEz --- - -ZTTJJZJJTJEZZZZEZZZ;ZEli N J r 7c m n E I E 4 0.1 ,0 or 4 D 003 -. XI 0 -. 1J 4- N. u C(0L,tfl -- a AT & T •: M as T e c Ne t w o r k So l u t i o n s (N ) RL O ) - S O N W’ 7 0 5 ’ 7 9 (N El - I O S E C I N 41 P 6 4 7 2 E7 7 0 27 7 ) / . (N : ; OC 9 — 3 (‘ < - - ° 0 1 6 - E v NE M A CI < (N ) ( i ) 00 9 — 4 8 — 6 0 — :1 p C 1 6 _ _ E V HI E S I A 60 / (N ) : ; ) iV R 7 — 6 0 6 — S S 4A O DC PO W E R TR U N K S (N ) (l ) 24 PA W 09 c R TO U N K (N ) (2 ) 6 40 5 00 PO W E R TR U N K S I he r e b y ce r t f y th a t th i s pl a n . ap e c l f i c a d o n , or re p o r t wa s ‘p r e p a r e d by me or un d e r my dt . a Su p e r v i s i o n an d th a t I am . du l y Li c e n s e d Pr o f e s s i o n a l Er l l n e e r un d e r th e la w , of th e Su e s of Mi n n e s o t a Df l d W Sm I t h /O ; / :3 _ 00 5 1 0 1 5 ER ’ U R LA K O .1 K - . :7 4 55 3 ; ; FI N A L fl T E N N A A CA B L E CO N F I G U R A T I O N . BA S E D ON RF D S ID 23 5 5 2 . DA T E D RF D S LA T E S T DA T E C- 5 s_ C _ c ; -- N F N S \: - ( ‘ - ; ( ; ; ( _ Le 7 ; . ; _ ; u. O C U U j4 ’ ’ U s L I ;- ; -7 ; . — ; 0; S O C (N ) ( I) .N N H H I •6 5 0 - 9 6 — V 1 I 54 25 20 5 ‘ø L WO O I D Ro e z s a T t a sC , ! A t . , c ., o s 54 7 3 -, _, f l _ - ti R N 4 4 Q 4 PH / B U T - .; - - - .: N I 0 . H 9 O 6 5 / 6 1 4 NH 9R - i 44 7 1 13 0 50 C8 L I ; L ; 15 - 4 (N ) Zz C Z L Z E J C CS / O 7 , . - - - NN - 1 4 - - • 6 5 0 - - R 6 — 0 4 I 20 1 70 0 / 8 5 0 ) P2 5 - H .9 61 4 / 2 2 9 IN ) PR N 4S N L ) 10 2 h / E 6 I : I F (1 - 1 NP - I La ; ) R( i 0 1 0 4 I 1N ) 1) %• I4 . . i j 5 ; • _ R 5 . . V 4 * 4 4 29 5 7r ; o H K K ( ) (; -p ; 41 7 1 pL o —- . - — — . — I —— — h (N ) (1 ) 24 PA i R N RP ( Q tS r 4 c 0_ y r (N ) 1 OI o C U) I— . - - —- — —- — _ - - - — - - - — 4 — — - - - — - - - - - - - — — — - - — _ - - - - o 3 j( r - 0 . (1 ) N -6 5 C - R 6 I - 7D C - S 5 D : i 2 10 1 AN T E N N A & CA B L E CO N F I G U R A T I O N —p -- bc) N. El. I —— -I -- -if 7:171 1. I - - ,: ,_-_ :ti -7. -S - U-i F --F -S S F .4 7J ;-fl F - -S S F -F --S - -: S -—- ——I -S - -S F -F t-I -‘ --* T --:. —-—j ‘: -7—--—-- F lIST .1-‘‘S.-—____4__ T0 0 8 1 V’ i t o ST . iF D R AV L EQ U I P M E N T DE T A I L S C- 8 N ii ; (. i n i . (e L F a r: jN e •: N as T e c Ne t w o r k So l u t i o n s .5 . . : : VE R T N - S O V C O N V E R T E R ;. . RA V C A P D C I 2 - 4 0 6 0 . R I J u; .u t j 2 ER I C S S O N 6 6 1 O S P E C J. ut . ; 3 CR I C S S O N B 6 I 2 S p E C . . Fu l l e r t k n PO O L W0 0 0 F P E L O RO A D . SO S T E 55 5 SC H A U r I R U O G , IL L I N O i S Ii i ’ ) TO t ’ 04 7 . 9 5 1 4 1 5 5 I he r e b y ce r t i f y th a t th i s pl a n . sp e c i f i c a t i o a or re p o ’ t wa s pr e p a r e d by ri l e or un d e r my di r e c t su p e r v i s i o n an d st o a t la m a do i y th e n s e d Pr o f e s s i o ; a l En g i n e e r un d e r th e bw s of th e St a t e of Pl i r o e s o n Dp n i e I W S m i t h # NO T U S E D ‘. , C O L C ’ ’ , . ; ; . j S NO T U S E D S NO T U S E D (ç ( , NO T U S E D P, o d o s , , Sp C t t A O— -— — AT & T •: N as T e c Ne t w o r k Sc i u t o n s Fu I I e r t 1 , n It t E. 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I .3 . 7 ITEM: 5F CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Jason Wedel, City Manager PRESENTED BY: Jason Wedel AGENDA ITEM: Renewal of Legislative Services Agreement with Lockridge Grindal Nauen PLLP RECOMMENDED ACTION: Approve the renewal of an agreement with Lockridge, Grindal, Nauen, PLLP for legislative services. BACKGROUND: The City currently has an agreement in place with Lockridge, Grindal, Nauen PLLP (LGN) for legislative services that was approved by the City Council on October 28, 2025. LGN has been representing the City of Prior Lake at the State Capitol on specific initiatives including but not limited to such items as funding for the TH13 multi-modal trail, new bills that support the construction of new housing while maintaining local authority and ensuring that new development growth pay for itself. The current agreement is set to expire on October 31, 2026. LGN has done exemplary work on behalf of the City during the past legislative session and it is recommended that the City continue working with them during the upcoming 2027 and 2028 sessions. Staff requested an updated agreement from LGN for City Council consideration which is attached that would extend the City's contract with LGN for two more years and terminate on October 31, 2028. There is a termination provision that would allow the City to terminate the agreement at any time with 60 days written notice. FINANCIAL IMPACT: The proposed fee would remain unchanged over the two year period and would be consistent with the fee that was paid under the current agreement. The cost for providing these services is $40,000 per year and payments are spread out evenly each month which equates to monthly payments of $3,333 per month. The cost for this service was anticipated and included in the preliminary budget for 2027. The preliminary 2027 levy that was adopted by the City Council on September 8, 2026 included these expenditures. ALTERNATIVES: 1. Motion and second as part of the consent agenda to approve the legislative services agreement with Lockridge, Grindal, Nauen PLLP. 2. Motion and second to remove this item from the consent agenda for additional discussion. ATTACHMENTS: City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 5F Page | 2 1. Legislative Service Agreement with Lockridge Grindal Nauen PLLP LEGISLATIVE SERVICES AGREEMENT THIS AGREEMENT, made and entered into by and between City of Prior Lake (“Client”) and LOCKRIDGE GRINDAL NAUEN PLLP (“Consultant” or “LGN”) (collectively the “Parties”). W I T N E S S E T H WHEREAS, Client, wishes to purchase the services of Consultant to assist Client in monitoring, and lobbying related to certain state legislative and administrative matters; NOW, THEREFORE, in consideration of the mutual undertakings and promises hereinafter set forth, Client and Consultant agree as follows: 1. CONSULTANT SERVICES Consultant shall provide, in coordination with Client’s officers, committees and staff, the services listed in Exhibit A hereto. If additional services, projects or work is agreed upon by both Consultant and Client, fees for such additional services, project or work will be negotiated and mutually agreed upon in writing prior to the performance of additional services, projects or work. 2. TERM AND TERMINATION 2.1 Term. The term of engagement for the services provided shall be November 1, 2026– October 31, 2028, with an option to continue at the same rate for an additional two years, subject to termination as provided in Section 2.2. 2.2 Termination. This Agreement may be terminated prior to its expiration only as follows: 2.2.1 Upon the written mutual agreement of the Parties hereto; 2.2.2 By either Party upon sixty (60) days written notice to the other Party. 3. COST OF AND PAYMENT FOR SERVICES 3.1 Fees. In consideration of services performed as specified in Section 1 and Exhibit A of this Agreement, Client shall pay Consultant the professional fees in the amount of $40,000 payable in twelve (12) installments of $3,333.33 per month for each year, commencing November 1, 2026 and November 1, 2027. 3.2 Costs. In addition to payment for professional fees, Client shall pay Consultant for all reasonable incidental expenses incurred by Consultant on Client’s behalf. 3.3 Payment. Payment for professional fees and expenses shall be made to Consultant upon submission by Consultant to Client of invoices for services rendered and expenses incurred and Client shall pay Consultant by the dates listed above. 4. DATA RETENTION 4.1 LGN may use reputable third-party service providers, including ‘cloud’ service providers, to help us deliver efficient, cost-effective legal services. This may include document/information hosting, sharing, transfer, analysis, processing or storage. By engaging us, City of Prior Lake understands and consents to having communications, documents and other data pertinent to its matters managed through such third-party technology, including where confidential information may be stored on and accessed from such cloud-based computer servers located in a facility not directly controlled by LGN. City of Prior Lake acknowledges that the use of such services may be subject to the terms and conditions of the provider and accept that LGN is not responsible for the security of the data, the provider’s security standards, or the risk that the security of information on such cloud-based platforms may be breached. City of Prior Lake agrees that the benefits of using such technology outweigh the risks, including risks related to confidentiality and security. A list of LGN’s cloud providers is available upon request. 4.2 LGN has adopted a document retention policy that governs the retention and disposition of closed client files. At the conclusion of the matter for which City of Prior Lake has retained us, we will return all original client documents. At that time, City of Prior Lake will have sixty (60) days to let us know if you want certain of the documents which remain in the file. If you notify us within this sixty (60) day period, we will not destroy the file until City of Prior Lake has had an opportunity to identify any such documents and, if appropriate, obtain copies of them. If City of Prior Lake does not so notify us, we will transfer your file to closed storage and/or an electronic archive pursuant to our file closing and destruction procedures. File contents (including work papers, etc.) will be considered the property of LGN. We will retain the file for six (6) years and then destroy its contents, without further notice and in a manner which preserves their confidential nature. 4.3 If, at any time LGN concludes that there are no active matters in which we are representing City of Prior Lake, it will be considered a former, rather than a current client of LGN, unless and until City of Prior Lake asks us to perform additional services, and we agree to perform them. 4.4 If City of Prior Lake requests us to transfer our file to you or to another firm prior to the completion of the matter, City of Prior Lake agrees we can make and retain copies of relevant portions of the file and that the cost for such copying is to be paid by City of Prior Lake, as well as any other copying on its behalf. These charges for copying City of Prior Lake’s file may include, in the case of documents stored electronically, the reasonable cost of retrieving the documents, and City of Prior Lake agrees to pay these costs. 4899-1231-7892, v. 1 5. INDEPENDENT CONTRACTOR Consultant shall select the means, method, and manner of performing the services herein. Consultant is and shall remain an independent contractor with respect to all services performed under this Agreement. 6. COMPLETE AGREEMENT The Parties each agree and understand that this Agreement, including all Exhibits hereto, constitutes the entire agreement between the Parties and supersedes any prior or contemporaneous oral understandings or agreements with respect to the subject matter hereof. 7. AMENDMENTS AND WAIVERS This Agreement may not be amended, altered, enlarged, supplemented, abridged, or modified, nor can any provision hereof be waived, except by a writing executed by both Parties which shall be attached hereto. Failure of any Party to enforce any provision of this Agreement shall not constitute or be construed as a waiver of such provision nor of the right to enforce such provision. 8. NOTICES All notices, demands, and requests permitted or required to be given under this Agreement shall be in writing and deemed given when mailed by the United States mail, postage prepaid, registered or certified mail, return receipt requested, to the address of the appropriate Party as provided herein. IN WITNESS WHEREOF, the duly authorized representatives of the Parties hereto have executed this Agreement this day of ____________________2026. ADDRESS: CLIENT: 4646 Dakota St. SE City of Prior Lake Prior Lake, MN 55372-1714 By: Its: ADDRESS: CONSULTANT: LOCKRIDGE GRINDAL NAUEN PLLP Suite 2200 100 Washington Avenue South Minneapolis, MN 55401 By: Harry Gallaher Its: Managing Partner 4899-1231-7892, v. 1 EXHIBIT A LGN will provide state government relations services for state legislative initiatives to assist the City of Prior Lake with specific legislation including state funding needs and state policy issues. LGN will provide legislative relationship development with key decision-makers at the Minnesota Legislature. LGN will provide legislative strategy, bill drafting, bill introduction, testimony preparation, lobbying key legislators and lobbying the Minnesota executive branch for the City of Prior Lake. LGN will execute lobbying for City of Prior Lake specific legislation and will work in coalition, when requested, on broad overall city legislation as directed by the City Manager and City Council. LGN will work collaboratively with City of Prior Lake team and will provide regular updates and opportunities to work together with the City of Prior Lake, including presenting to the City Council if requested. 4899-1231-7892, v. 1 ITEM: 5G CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Heidi Simon, City Clerk PRESENTED BY: Jason Wedel, City Manager AGENDA ITEM: Resolution Approving Scott County Three Rivers Park District to Conduct the 2026 White-Tail Deer Management Hunt Program RECOMMENDED ACTION: Adopt a resolution authorizing the Scott County Three Rivers Park District to conduct the 2026 White-Tail Deer Management Hunt Program within the corporate limits of the City of Prior Lake. BACKGROUND: For over twenty years, a special hunt has been conducted within Spring Lake Regional Park property. Since the park is within the City limits, the Council's approval is being solicited by the County once again for the special hunt. The hunt area does include a portion of the 39 acres owned by the city, but only the undeveloped natural areas and not where the pickleball courts are located. John Moriarty, Senior Manager of Wildlife with the Scott County Natural Resources Department, has requested that a special deer bow hunting season be authorized by the City Council on lands within Prior Lake. There are two hunt periods, which will be Monday-Wednesday, scheduled for the 2026 hunt season, one of which has already taken place:  September 28th - 30th  November 2nd - 4th The hunt would take place within Spring Lake Regional Parkland (see attached map). As a safety buffer, no hunting is allowed within 25 yards (75 feet) of the property boundaries. The County states that it is common practice for parks to remain open to the public during archery hunts and they anticipate Spring Lake Regional Park to remain fully open for public use during the hunt periods. The County works cooperatively with the Metro Bowhunters Resource Base which organizes the archers, ensuring proper training and experience. The hunt is operated according to State hunting statute and the City of Prior Lake ordinances. Scott County establishes rules as well as regulates hunt day parking. Scott County posts signs throughout the park at key access points to inform visitors of the hunt and hunt periods. In addition, notification letters are sent to property owners adjacent to the regional park and city land. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 5G Page | 2 Security and emergency procedures are established and shared with the hunters addressing what to do if a wounded animal leaves the property, procedures for hunter injury, the process for resolving disputes between hunters, and who to contact at participating agencies for information. FINANCIAL IMPACT: There is no financial impact associated with this requested approval. ALTERNATIVES: 1. Motion and second as part of the consent agenda to adopt a resolution approving the special deer bow hunt for the locations and dates set forth therein. 2. Motion and second to remove this item from the consent agenda for additional discussion. ATTACHMENTS: 1. Spring Lake Deer Program Summary 2026 2. 26- Special Hunt Spring Lake Regional Park Resolution 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- A RESOLUTION AUTHORIZING A SPECIAL DEER HUNT FOR THE 2026 SPRING LAKE REGIONAL PARK PROPERTY Motion By: Second By: WHEREAS, for over twenty years, the Scott County Three Rivers Park District has conducted a special hunt on the Spring Lake Regional Park property; and WHEREAS, the purpose of the deer hunt is to control the herd population for public safety and health reasons; and WHEREAS, the hunt is conducted in full accordance with State Statute and City Code; and WHEREAS, Section 804 of the Prior Lake City Code provides for special hunts, and this year extending their hunting boundaries; and WHEREAS, the hunt is proposed for the following dates:  September 28-30  November 2-4 and WHEREAS, safety and communication procedures have been established and a method for communication is in place. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: A special bow deer hunt is hereby approved if conducted in compliance with Prior Lake City Code Section 804 and in accordance with the “Scott County Three Rivers Park District Spring Lake Regional Park 2026 White-tailed Deer Archery Hunt Program Summary” (including hunt location map). th PASSED AND ADOPTED THIS 13 OF OCTOBER 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager Phone 952.447.9800 / Fax 952.447.4245 / www.cityofpriorlake.com 2026 White-Tailed Deer Archery Hunt Program Summary 1 SCOTT COUNTY/THREE RIVERS PARK DISTRICT SPRING LAKE REGIONAL PARK 2026 WHITE-TAILED DEER ARCHERY HUNT PROGRAM SUMMARY August 26, 2026 Program Purpose and Goals: The purpose of the Spring Lake Regional Park deer management program is to control the white-tailed deer population of the park in order to sustain the ecological health of the park and to assist in minimizing human-deer conflicts on adjacent properties and road-ways. The program is intended to limit over-browsing, and subsequent degradation of native plant communities and rare species, and to serve as a proactive measure in anticipation of future increased deer-human conflicts, such as collisions with cars and residential landscape damage. In the future as the landscape surrounding the park transitions to a more residential and less agricultural and natural one, the animals are likely to adjust their eating habits to include residential landscaping materials and to seek more of their diet from park vegetation. As is commonly seen in newly developing areas, the change in landscape will likely not be accompanied by a reduction in deer numbers. As the rural landscape is developed, hunting opportunities become restricted, and as a result, there is often a substantial increase in animals. If sufficient habitat, whether in the form of residential lots, agricultural fields or parks is available, deer populations thrive without natural predators or hunting to limit their numbers. Hunt Program Background and Operations: This annual program has been conducted at Spring Lake Regional Park for over 20 years. The program is managed by the Scott County -Three Rivers Park District Partnership through a partnership with the non-profit, volunteer organization, Metro Bowhunters Resource Base (MBRB). The hunt is operated in collaboration with the City of Prior Lake and in accordance with state statue. The hunt requires authorization from the local jurisdiction (City of Prior Lake) through a council resolution permitting a ‘special hunt’. Program rules are set by Scott County – Three Rivers Park District with input from other stakeholders, such as the City. The park is not posted as closed to visitors during the hunt. This is common practice among municipalities and park agencies running white-tailed archery-hunt programs. Spring Lake Regional Park remained fully open for public use during the hunt periods last year which occurred after the park was developed with recreational amenities and the park will remain open in 2025. Examples of similar and smaller sized-regional parks in the Metro Area that remain open during archery hunts include Gale Woods Farm, Fish Lake, Eagle Lake, and French Regional Parks. Deer population control is accomplished using expert volunteer archers who are required to be members of MBRB. MBRB organizes the archers, ensuring proper 2026 White-Tailed Deer Archery Hunt Program Summary 2 training and experience and choosing archers through a lottery system. These services are provided free of charge to the Park District. The cost of the program includes Scott County and Three Rivers Park District staff time and miscellaneous materials. Control of the animals occurs during predetermined hunting periods, each falling within the archery hunting season as determined by the Minnesota Department of Natural Resources. In 2025, eight animals were harvested during the hunt program. An aerial census of white-tailed deer is normally completed annually during the winter months. This past winter the survey found 38 deer during the 2025-2026 winter counts. Hunt Area The hunt will take place within Spring Lake Regional Park (see map). Hunt boundaries are set 25 yards in from adjoining properties. The hunt boundary at Spring Lake Regional Park is based on the location of amenities and anticipated use patterns to limit disruption of the hunt and to minimize the public’s exposure to the hunt program. The City of Prior Lake’s undeveloped park property located adjacent to the northwest corner of the regional park is included in the hunt boundary this year. This is City of Prior Lake and the addition was approved by City staff. Hunt Dates There are two hunt periods, which will be Monday –Wednesday, scheduled for the 2026 hunt season: • September 28-30 • November 2-4 Security and Emergency Procedures City of Prior Lake Police Department and the County Sheriff’s office are made aware of the program by County staff. The police department and sheriff’s office are notified of hunt days, hunt boundaries and program contact information. MBRB archers participating in the hunt carry cards identifying them as program participants. They are trained on proper procedures in case of non-emergency security or safety situations and follow normal procedures in case of emergency (911). In the rare event a wounded animal leaves the park property and moves into a residential area the hunt coordinators contact local police (non-emergency phone number) and track the animal in the company of local police or a conservation officer. Public Information and Notification Two weeks prior to and through the duration of the hunt, informational signs are posted throughout the park at key access points to inform visitors about the program. Metro Bowhunters Resource Base 2026 White-Tailed Deer Archery Hunt Program Summary 3 Metro Bowhunters Resource Base (MBRB) is a volunteer, non-profit bow hunting organization. The organization formed in 1995 for two primary reasons: to assist municipalities with the control of rapidly increasing urban deer numbers and dispel the general belief that relief from these issues could only occur through trap and kill, rifle sharp-shooting or controlled firearm hunts. MBRB organizes and provides expert volunteer archers to government agencies to assist in managing over-abundant deer populations. In order to hunt with MBRB, archers must fulfill the DNR’s Bowhunter certification class and pass proficiency shooting tests. MBRB has a strict set of rules and has high standards for teamwork and hunting ethics. Through its partnership with MBRB, Scott County is ensured that only expert archers with the appropriate skills, behavior and safety awareness participate in the hunts. For membership or other information about MBRB Website: http://mbrb.org/mbrb/ Email: info@mbrb.org 2026 White-Tailed Deer Archery Hunt Program Summary 4 ITEM: 5H CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Nick Monserud, Public Works Director/City Engineer PRESENTED BY: Nick Monserud AGENDA ITEM: Resolution Receiving Quotes and Awarding a Contract for Trail Replacement at Lakefront Park RECOMMENDED ACTION: Adopt a resolution to receive quotes and award a contract for trail replacement at Lakefront Park. BACKGROUND: The City has approximately 40 miles of maintained trails which includes trails in City parks. As budget allows, the City maintains this network of trails every year through various maintenance methods (crack sealing, seal coating, patching, etc.) This year a portion of Lakefront Park’s trail system is in need of replacement. This trail is widely used by pedestrians and City vehicles to service park amenities. Staff solicited quotes to replace the asphalt on the trail shown in the attached exhibit: Company Quote Plehal Blacktopping, LLC $75,465.00 Prior Lake Blacktop, Inc. $80,668.00 Staff recommend awarding a contract to Plehal Blacktopping, LLC. in the amount of $75,465.00 to complete the asphalt trail replacement in Lakefront Park. FINANCIAL IMPACT: This trail replacement will be paid from Fund F430 Parks, which has adequate funding to accommodate this expenditure. It has been determined that funding originally identified in the Capital Improvement Plan (CIP) for the Cardinal Ridge parking lot, Enclave shelter and Grainwood Crossing parking lots will be used on this portion of trail. ALTERNATIVES: 1. Motion and second as part of the consent agenda to adopt a resolution to receive quotes and award a contract for the trail replacement at Lakefront Park. 2. Motion and second to remove this item from the consent agenda for further discussion. ATTACHMENTS: 1. Resolution 2. Exhibit City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- A RESOLUTION RECEIVING QUOTES AND AWARDING A CONTRACT FOR TRAIL REPLACEMENT AT LAKEFRONT PARK Motion By: Second By: WHEREAS, the City has approximately 40 miles of maintained trail which includes trails in City parks; and WHEREAS, as budget allows the City maintains this network of trails every year through various maintenance methods (crack sealing, seal coating, patching, etc.); and WHEREAS, Staff solicited quotes to replace the asphalt on the Lakefront Park trail shown in the attached exhibit: Company Quote Plehal Blacktopping, LLC $75,465.00 Prior Lake Blacktop, Inc. $80,668.00 and WHEREAS, Staff recommend awarding a contract to Plehal Blacktopping, LLC. in the amount of $75,465.00 to complete the asphalt trail replacement in Lakefront Park.; and WHEREAS, funding is available in the Parks F430 fund to cover this expenditure. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The City Council authorizes a contract with Plehal Blacktopping, LLC in the amount of $75,465.00 to replace a section of trail within Lakefront Park. 3. Funding will come from the Parks F430 fund. th Passed and adopted by the Prior Lake City Council this 13 day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager ITEM: 5I CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Philip Ryan, Public Works Supervisor-Utilities PRESENTED BY: Nick Monserud, Public Works Director/City Engineer AGENDA ITEM: Resolution Authorizing Receipt of Quotes and Award Contract for Hickory Shores and Lakers Lift Station Pump Replacement Project RECOMMENDED ACTION: Adopt a resolution receiving quotes and awarding a contract for the Hickory Shores and Lakers lift station rehabilitation project. BACKGROUND: The City operates 41 sanitary lift stations that manage the wastewater conveyance into the Met Council system for treatment at the Shakopee wastewater treatment plant. These lift stations are inspected weekly, cleaned at least twice annually, and inspected annually by a contracted professional in an effort to maximize the useful life of the components. The pumps and other control components are recommended for replacement every 15-20 years. The Lakers lift station was constructed in 1971 and the pumps were last replaced in 2004. The Hickory Shores lift station was constructed in 2014 and the pumps are refurbished from 2009. The Hickory Shores lift station serves 37 homes while the Lakers lift station is considerably larger and serves more than 100 homes. The pumps are past their expected replacement interval and City staff recommends replacing pumps at both sites. Staff solicited a quote from Electric Pump to complete this work. Electric Pump is the proprietary vendor for Flygt pumps which are in 39 of the 41 lift stations. Electric Pump is familiar with the City’s wastewater infrastructure and equipment, and has provided the equipment and service for our lift station rehabilitation projects for the past several years. It is the City’s desire to maintain uniformity in the pumps among all 41 lift stations. Having consistent systems, parts, and operational parameters in all lift stations provides efficiency and effectiveness for future maintenance. Electric Pump submitted a quote in the amount of $66,990 to complete the proposed work at both lift stations ($27,944 at Hickory Shores, and $39,046 at Lakers). Staff recommend awarding a contract to Electric Pump in the amount of $66,990. FINANCIAL IMPACT: The Sewer Utility Fund 604-49450.00-54010.82 includes adequate funding to complete these projects this year. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 5I Page | 2 ALTERNATIVES: 1. Motion and second as part of the consent agenda to adopt a resolution receiving quotes and awarding the contract for the Hickory Shores and Lakers lift station pump replacement project. 2. Motion and second to remove this item from the consent agenda for additional discussion. ATTACHMENTS: 1. Resolution 2. Quote - Lakers Lift Station 3. Quote - Hickory Shores Lift Station TERMS: NET 30 QUOTATION JOB TITLE SLPCUSTOMER REF/PO# ATTENTION: 9/25/2026 0019105 DATE NUMBER PAGE 1 1of SHIPPING TYPE WE ARE PLEASED TO PROPOSE THE FOLLOWING FOR YOUR CONSIDERATION: JGS/JTKHICKORY SHORES LS #44, FLYGT 3102 CITY OF PRIOR LAKE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372-1776 PLL100 CITY OF PRIOR LAKE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372-1776 B I L L T O Accepted By: Company: Date: PO#: S H I P T O PHIL RYAN pryan@priorlakemn.gov763-461-8053 Ship To: QTY PART DESCRIPTIONUM 2.00 FLYGT,PUMP,NON-CLOG31020700526EA NP463-4 5/230/3 50' FM FLS FV+ STD 1.00 PUMP INSTALL & STARTUPFIELD SERVICEEA *************************************** FREIGHT NOT INCLUDED IN THIS QUOTE LEAD TIME IS CURRENTLY (3-4)WEEKS ARO THANK YOU, JUSTIN KIRBY jkirby@electricpump.com CC:JACK STANG / C:(612)563-7276 *Quote is valid for 30 days. *Credit Card Payments over $5,000.00 are subject to an additional 3% convenience charge. *All return goods must have written approval from Electric Pump before returning. Credit will not be issued without written approval; if applicable, there will be a Restock Fee. *Quoted price is subject to any applicable tariff-related increases.TOTAL: $ 27,944.00 4280 E 14th Street Des Moines, IA 50313-2604 * Telephone 515-265-2222 201 4th Ave SW New Prague, MN 56071-2347 *Telephone 952-758-6600 $ 27,944.00 TAX: SUB TOTAL: www.electricpump.com TERMS: NET 30 QUOTATION JOB TITLE SLPCUSTOMER REF/PO# ATTENTION: 9/25/2026 0019203 DATE NUMBER PAGE 1 1of SHIPPING TYPE WE ARE PLEASED TO PROPOSE THE FOLLOWING FOR YOUR CONSIDERATION: JGS/JTKLAKERS LS #7, FLYGT 3127 CITY OF PRIOR LAKE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372-1776 PLL100 CITY OF PRIOR LAKE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372-1776 B I L L T O Accepted By: Company: Date: PO#: S H I P T O PHIL RYAN pryan@priorlakemn.gov763-461-8053 Ship To: QTY PART DESCRIPTIONUM 2.00 FLYGT, PUMP,NON-CLOG31270700794EA NP488-4 10/230/3 50' FM FLS+ FV STD 1.00 PUMP INSTALL & STARTUPFIELD SERVICEEA *************************************** FREIGHT NOT INCLUDED IN THIS QUOTE LEAD TIME IS CURRENTLY (10-14)WEEKS ARO THANK YOU, JUSTIN KIRBY jkirby@electricpump.com CC:JACK STANG / C:(612)563-7276 *Quote is valid for 30 days. *Credit Card Payments over $5,000.00 are subject to an additional 3% convenience charge. *All return goods must have written approval from Electric Pump before returning. Credit will not be issued without written approval; if applicable, there will be a Restock Fee. *Quoted price is subject to any applicable tariff-related increases.TOTAL: $ 39,046.00 4280 E 14th Street Des Moines, IA 50313-2604 * Telephone 515-265-2222 201 4th Ave SW New Prague, MN 56071-2347 *Telephone 952-758-6600 $ 39,046.00 TAX: SUB TOTAL: www.electricpump.com 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 25- A RESOLUTION RECEIVING QUOTES AND AWARDING A CONTRACT FOR HICKORY SHORES AND LAKERS LIFT STATION PUMP REPLACEMENT PROJECT Motion By: Second By: WHEREAS, sanitary lift stations are generally recommended for pump replacement every 15-20 years; and WHEREAS, Hickory Shores lift station contains refurbished pumps from 2009 and Lakers lift station has pumps from 2004; and WHEREAS, the pumps in these lift stations have reached the end of their expected replacement interval; and WHEREAS, Electric Pump, a reputable and experienced contractor in the industry that has completed previous lift station rehabilitation projects for the City, has submitted a quote in the amount of $66,990 to complete the necessary work at both lift stations. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The Mayor and City Manager are hereby authorized to enter into a contract with Electric Pump in the amount of $66,990 for the replacement of pumps in the Hickory Shores and Lakers sanitary sewer lift stations. 3. The funding for project will come from the Sewer Utility Fund 604-49450.00-54010.82. th Passed and adopted by the Prior Lake City Council this 13 day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager ITEM: 5J CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Nick Zurbey, GIS Coordinator PRESENTED BY: Nick Monserud, Public Works Director/City Engineer AGENDA ITEM: Resolution Approving Amendment with Verizon at the Wilds Parkway Civil Defense Tower RECOMMENDED ACTION: Adopt a resolution authorizing the Mayor and City Manager to execute an amendment to the Communication Facilities Lease Agreement with Verizon at the Wilds Parkway Civil Defense Tower. BACKGROUND: The City and Verizon are parties to a Communication Facilities Agreement relating to the installation of communications antenna and equipment on the Wilds Parkway Civil Defense Tower located at 14998 Wilds Parkway NW. An original agreement was entered into November 15, 2004 and was renewed August 12, 2025. Verizon seeks to amend the terms of the agreement to update the terms related to permitted equipment. The amendment will update terms and an exhibit to the agreement to account for the replacement of the mounting platform and change in the configuration of the already approved antenna and equipment. Verizon will be replacing the triangle shaped platform that hosted 3 sectors of 4 antenna with a circular shaped platform that will be configured to 4 sectors with 3 antenna each. The new platform will be similar in weight and size to the exiting one. A copy of the First Amendment to the Communication Facilities Lease Agreement is included with this agenda report. Verizon has agreed to the terms of the agreement. Upon the adoption of the resolution, the Mayor and City Manager will be authorized to executed on behalf of the City via DocuSign. FINANCIAL IMPACT: No base rent increase. Antenna and equipment to be mounted are the same as previously authorized, just on a new platform and configuration. ALTERNATIVES: 1. Motion and second as part of the Consent Agenda to adopt a resolution authorizing the Mayor and City Manager to execute an amendment to the Communication Facilities Lease Agreement with Verizon for the Wilds Parkway Civil Defense Tower. 2. Motion and second to remove this item from the Consent Agenda for additional discussion. ATTACHMENTS: 1. Resolution 2. Verizon - Wilds Pkwy Amendment City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- A RESOLUTION AUTHORIZING THE MAYOR AND CITY MANAGER TO EXECUTE AN AMENDMENT TO THE COMMUNICATION FACILITIES AGREEMENT WITH VERIZON AT THE WILDS PARKWAY CIVIL DEFENSE TOWER Motion By: Second By: WHEREAS, various cellular companies have located their antenna equipment on City property and water towers; and WHEREAS, the public safety, health and welfare is served when cell phone coverage is uniform and unbroken; and WHEREAS, the City and Cellco Partnership d/b/a Verizon Wireless (“Verizon”) have been parties to a Communication Facilities Lease Agreement relating to the City owned civil defense tower located at 14998 Wilds Parkway NW, Prior Lake, Minnesota 55372 (Verizon site ID MIN BLACKJACK) since November 15, 2004 and renewed August 12,2025; and WHEREAS, Verizon seeks to amend the terms of the agreement to update the terms related to permitted equipment and exhibits; and WHEREAS, the City Attorney and City Staff have developed an amendment to the existing lease agreement; and WHEREAS, Verizon has agreed to the terms of said agreement. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The City Council hereby approves the “First Amendment to Communications Facilities Lease Agreement” prepared by the City Attorney and City Staff. 3. The Mayor and City Manager are hereby authorized to execute the “First Amendment to Communications Facilities Lease Agreement” via DocuSign on behalf of the City. th Passed and adopted by the Prior Lake City Council this 13 day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager Wilds Parkway Civil Defense Tower City Project: 4224-000001 – Scope Change Verizon Site Name: MIN BLACKJACK/ MDG ID: 5000166799 1 FIRST AMENDMENT TO COMMUNICATION FACILITIES LEASE AGREEMENT This First Amendment to Communication Facilities Lease Agreement (“First Amendment”) is made and entered into this _______ day of _______________, 202__ (“Effective Date”), by and between the City of Prior Lake, a Minnesota municipal corporation (hereinafter referred to as the “City”) and Cellco Partnership d/b/a Verizon Wireless, with a mailing address of One Verizon Way, Mail Stop 4AW100, Basking Ridge, New Jersey 07920 (hereinafter referred to as “Communications Company”). RECITALS WHEREAS, the City and Communications Company entered into that certain Communication Facilities Lease Agreement dated August 12, 2025 (“Original Agreement”) for the space on the City’s Wilds Parkway Civil Defense Tower (“Tower”) located at 14998 Wilds Parkway NW, Prior Lake, MN 55372 (“Property”) for the purpose of constructing, installing, removing, replacing, maintaining, and operating Antennae and Equipment, as defined in the Original Agreement; and WHEREAS, the City and Communications Company hereby wish to amend the terms of the Agreement and modify Communications Company’s permitted equipment on the Site. NOW, THEREFORE, in consideration of the foregoing recitals and for other good, valuable and fair consideration, the receipt and sufficiency of which is hereby acknowledged the parties agree as follows: 1. Consent of City. The City hereby consents to the Communications Company’s proposed replacement of its antenna platform and antenna/equipment upgrades located on the Tower pursuant to the terms of the First Amendment. 2. Definitions. All terms defined in the Agreement shall have the same definitions when used in this First Amendment. 3. Permitted Equipment. The City hereby grants Communications Company the right and consents to the proposed replacement of its antenna platform and antenna/equipment upgrades located on the Tower depicted on Exhibit B-1 herein. 4. Fees and Expenses. Communications Company shall pay all of the City’s costs and expenses relating to Communications Company’s installation of the replacement antenna platform and antenna/equipment upgrades, as shown in Exhibit B-1, or revised plans, if applicable, including all fees of the City’s structural engineer and/or City’s Attorney. 5. Terms and Conditions of Lease. All other terms, covenants, and conditions of the Agreement remain in full force and effect except as modified by this First Amendment. The recitals set forth above are incorporated herein and made a part hereof as if they were set forth in the body hereof. Wilds Parkway Civil Defense Tower City Project: 4224-000001 – Scope Change Verizon Site Name: MIN BLACKJACK/ MDG ID: 5000166799 2 IN WITNESS HEREOF, the parties have executed this First Amendment as of the date first written above. CITY OF PRIOR LAKE ____________________________ Kirt Briggs, Mayor _____________________________ Jason Wedel, City Manager Date:________________________ COMMUNICATIONS COMPANY: Cellco Partnership d/b/a Verizon Wireless By:_____________________________ Name:__________________________ Its:_____________________________ Date:___________________________ Wilds Parkway Civil Defense Tower City Project: 4224-000001 – Scope Change Verizon Site Name: MIN BLACKJACK/ MDG ID: 5000166799 3 EXHIBIT B-1 (attached hereto) MAP DATA ©2025GOOGLE SHEET CONTENTS: LESSOR APPROVAL CONTACTS ISSUE SUMMARY SHEET INDEX DEPARTMENTAL APPROVALS VICINITY MAP GENERAL NOTES PROJECT INFORMATION 9973 VALLEY VIEW RD. (952) 903-9299 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (952) 946-4700 WWW.DESIGN1EP.COM DESIGN EDEN PRAIRIE, MN 55344 PROJECT DRAWN BY: CHECKED BY: LOC. CODE # 140262 17276269 MIN BLACKJACK SECTOR ADD 14998 WILDS PARKWAY NW PRIOR LAKE, MN 55372 CJW BMS REV. A 05-22-25 REV. B 06-04-25 REV. C 06-16-25 REV. 0 06-25-25 REV. 1 08-26-25 REV. 2 09-25-26 SEMAAN ENGINEERING SOLUTIONS HOLDINGS, LLC 1047 N 205TH ST ELKHORN, NE 68022 (402) 289-1888 NO CHANGES.CHANGES NEEDED. SEE COMMENTS ON PLANS. LESSOR / LICENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOW VICINITY MAP 68.9' AGL (PER ASR # 1327004) 02-25-25 PROJECT INFORMATION SITE NAME: SITE ADDRESS: COUNTY: GROUND ELEVATION: BASED ON RFDS DATED: PROJECT NUMBER: OVERALL STRUCTURE HEIGHT: ANTENNA TIP HEIGHT: ANTENNA CENTERLINE HEIGHT: DESIGNER: LESSEE: CONTACTS VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 CONSTRUCTION DEPT (952) 946-4700 DESIGN 1 OF EDEN PRAIRIE LLC. 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903-9299 MIN BLACKJACK SITE LOCATION MIN BLACKJACK SECTOR ADD 14998 WILDS PARKWAY NW PRIOR LAKE, MN 55372 1050.0' AMSL LONGITUDE: LATITUDE: GENERATOR ON SITE: SITE PHOTO TOWER BUILT:UNKNOWN STRUCTURE HEIGHT:65' AGL 17276269 SCOTT SEE A-4 SEE A-4 T-1 PMI INFORMATION: LESSOR: COLLIERS ENGINEERING & DESIGN 5141 VIRGINIA WAY, SUITE 420 BRENTWOOD, TN 37027 (615) 686-2575 SHEET INDEX SHEET SHEET DESCRIPTION T-1 PROJECT INFORMATION, MAPS, DIRECTIONS, & SHEET INDEX A-1 TOWER ELEVATIONS, MOUNTING DETAILS, & GENERAL NOTES A-2 ONE-LINE DIAGRAM, COAX ENTRY DETAIL, & EQUIPMENT ROOM PLAN A-3 EXISTING KEYS A-4 PROPOSED KEYS A-5 EXTERIOR PHOTOS A-6 INTERIOR PHOTOS ISSUE SUMMARY REV DESCRIPTION SHEET OR DETAIL A ISSUED FOR REVIEW ALL B ISSUED FOR REVIEW ALL C ISSUED FOR REVIEW ALL 0 ISSUED FOR BID / CONSTRUCTION ALL 1 ISSUED FOR BID / CONSTRUCTION ALL 2 ISSUED FOR BID / CONSTRUCTION ALL VERIZON WIRELESS DEPARTMENTAL APPROVALS JOB TITLE NAME DATE RF ENGINEER JORDAN ALSTAD 05-29-25 CONSTRUCTION ENGINEER ANDREW FRETTE 05-29-25 LESSOR / LICENSOR APPROVAL SIGNATURE PRINTED NAME DATE CITY OF PRIOR LAKE YES (VZW/DIESEL) STRUCTURAL ENGINEER (TOWER): STRUCTURAL ENGINEER (MOUNT): PMI ACCESSED AT: pmi.vzwsmart.com SMART TOOL #: 10356916 ·SEE A-1 FOR MOUNT ANALYSIS INFORMATION & IF MOUNT MODIFICATIONS ARE REQUIRED ·PMI AND ITS REQUIREMENTS LOCATED IN THE MOUNT ANALYSIS ·SMART KIT VENDORS LOCATED IN MOUNT MODIFICATIONS NORTH W 93° 27' 36.0" (-93.460000) N 44° 43' 56.0" (44.732222) PROJECT DESCRIPTION: REMOVE: ·ANTENNA PLATFORM PROPOSED: ·(3) ANTENNAS ·(1) RADIO ·(2) DIST. BOXES (1 ON TOWER, 1 IN SHELTER) ·(1) HYBRID CABLE ·POWERSHIFT EQUIPMENT ·ANTENNA PLATFORM 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Joshua Herzog 42392 09/25/2026 HE #: 251313 9973 VALLEY VIEW RD. (952) 903-9299 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (952) 946-4700 WWW.DESIGN1EP.COM DESIGN EDEN PRAIRIE, MN 55344 PROJECT DRAWN BY: CHECKED BY: LOC. CODE # 140262 17276269 MIN BLACKJACK SECTOR ADD 14998 WILDS PARKWAY NW PRIOR LAKE, MN 55372 CJW BMS REV. A 05-22-25 REV. B 06-04-25 REV. C 06-16-25 REV. 0 06-25-25 REV. 1 08-26-25 REV. 2 09-25-26 SHEET CONTENTS: TOWER ELEVATIONS EXISTING MOUNTING DETAIL PROPOSED MOUNTING DETAIL GENERAL NOTES A-1SCALE:1 EXISTING TOWER ELEVATION 1/8" = 1'-0"SCALE:2 PROPOSED TOWER ELEVATION 1/8" = 1'-0" NORTH SCALE:3 EXISTING MOUNTING DETAIL 3/16" = 1'-0" NORTH SCALE:4 PROPOSED MOUNTING DETAIL 3/16" = 1'-0" 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Joshua Herzog 42392 09/25/2026 HE #: 251313 9973 VALLEY VIEW RD. (952) 903-9299 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (952) 946-4700 WWW.DESIGN1EP.COM DESIGN EDEN PRAIRIE, MN 55344 PROJECT DRAWN BY: CHECKED BY: LOC. CODE # 140262 17276269 MIN BLACKJACK SECTOR ADD 14998 WILDS PARKWAY NW PRIOR LAKE, MN 55372 CJW BMS REV. A 05-22-25 REV. B 06-04-25 REV. C 06-16-25 REV. 0 06-25-25 REV. 1 08-26-25 REV. 2 09-25-26 SHEET CONTENTS: SCALE:3 EQUIPMENT ROOM PLAN 1/4" = 1'-0" NORTH ONE-LINE DIAGRAM COAX ENTRY DETAIL EQUIPMENT ROOM PLAN A-2VIEW: FROM INSIDE2COAX ENTRY DETAIL SCALE:1 DELTA SECTOR ONE-LINE DIAGRAM NTS 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Joshua Herzog 42392 09/25/2026 HE #: 251313 SHEET CONTENTS: 9973 VALLEY VIEW RD. (952) 903-9299 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (952) 946-4700 WWW.DESIGN1EP.COM DESIGN EDEN PRAIRIE, MN 55344 PROJECT DRAWN BY: CHECKED BY: LOC. CODE # 140262 17276269 MIN BLACKJACK SECTOR ADD 14998 WILDS PARKWAY NW PRIOR LAKE, MN 55372 CJW BMS REV. A 05-22-25 REV. B 06-04-25 REV. C 06-16-25 REV. 0 06-25-25 REV. 1 08-26-25 REV. 2 09-25-26 1 EXISTING KEYS EXISTING KEYS A-3 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Joshua Herzog 42392 09/25/2026 HE #: 251313 SHEET CONTENTS: 9973 VALLEY VIEW RD. (952) 903-9299 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (952) 946-4700 WWW.DESIGN1EP.COM DESIGN EDEN PRAIRIE, MN 55344 PROJECT DRAWN BY: CHECKED BY: LOC. CODE # 140262 17276269 MIN BLACKJACK SECTOR ADD 14998 WILDS PARKWAY NW PRIOR LAKE, MN 55372 CJW BMS REV. A 05-22-25 REV. B 06-04-25 REV. C 06-16-25 REV. 0 06-25-25 REV. 1 08-26-25 REV. 2 09-25-26 PROPOSED KEYS A-4 1 PROPOSED KEYS 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Joshua Herzog 42392 09/25/2026 HE #: 251313 SHEET CONTENTS: 9973 VALLEY VIEW RD. (952) 903-9299 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (952) 946-4700 WWW.DESIGN1EP.COM DESIGN EDEN PRAIRIE, MN 55344 PROJECT DRAWN BY: CHECKED BY: LOC. CODE # 140262 17276269 MIN BLACKJACK SECTOR ADD 14998 WILDS PARKWAY NW PRIOR LAKE, MN 55372 CJW BMS REV. A 05-22-25 REV. B 06-04-25 REV. C 06-16-25 REV. 0 06-25-25 REV. 1 08-26-25 REV. 2 09-25-26 1 OVERALL TOWER PHOTO 2 COAX ENTRY PHOTO 3 TOWER COAX PHOTO 4 ANTENNA MOUNT PHOTO 5 CABLE BRIDGE PHOTO EXTERIOR PHOTOS A-5 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Joshua Herzog 42392 09/25/2026 HE #: 251313 SHEET CONTENTS: A-6 9973 VALLEY VIEW RD. (952) 903-9299 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (952) 946-4700 WWW.DESIGN1EP.COM DESIGN EDEN PRAIRIE, MN 55344 PROJECT DRAWN BY: CHECKED BY: LOC. CODE # 140262 17276269 MIN BLACKJACK SECTOR ADD 14998 WILDS PARKWAY NW PRIOR LAKE, MN 55372 CJW BMS REV. A 05-22-25 REV. B 06-04-25 REV. C 06-16-25 REV. 0 06-25-25 REV. 1 08-26-25 REV. 2 09-25-26 2 COAX ENTRY PORT PHOTO 3 INTERIOR RRU PHOTO 5 PROPOSED HARDWARE PHOTO 6 CABLE TRAY PHOTO INTERIOR PHOTOS 1 DIST. BOX PHOTO 4 OVERALL SHELTER INTERIOR PHOTO 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Joshua Herzog 42392 09/25/2026 HE #: 251313 ITEM: 5K CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Phil Ryan, Public Works Supervisor – Utilities PRESENTED BY: Nick Monserud, Public Works Director/City Engineer AGENDA ITEM: Resolution Approving a Work Order to Provide Professional Engineering Services for Phase 2 of the Lakeside Sewer Lining Project (2027-04) RECOMMENDED ACTION: Adopt a resolution approving a work order with Bolton & Menk, Inc. to provide professional engineering services for phase 2 of the Lakeside Sewer Lining Project (2027-04). BACKGROUND: The City is facing an increased need to address aging sanitary sewer infrastructure to reduce the risk of potential failure of the system, and to evaluate and address inflow and infiltration issues (I&I). The City has more than 140 miles of sanitary sewer pipe, which includes approximately 30 miles of vitrified clay pipe that is 40 years or older. Approximately 12% of this pipe (3.5 miles) is in lakeside backyards and only accessible via easements, so traditional pipe replacement is not practical or feasible. Recently, JC Dillion completed the first phase of lakeside backyard sewer lining. Staff solicited a proposal from Bolton & Menk, Inc. (BMI), a member of the City’s consultant pool to provide professional engineering services for phase 2 of the Lakeside Sewer Lining Project (2027-04). BMI has provided a proposal in the amount of $97,834 that will cover the following items: • Design meetings and project related research • Project design - specifications & plan creation • Project bidding support, answering contractor questions • Provide construction support to include inspection, public engagement, project closeout Staff recommend approving this work order with BMI to continue the necessary progress of lining the lakeside (backyard) sewer mains. FINANCIAL IMPACT: The 2027 CIP includes $482,000 for the I&I program in fund 604-49450.00-55530.00 (Sewer Utility Fund - Infrastructure). The $97,834 cost for this work order will be paid from this fund. ALTERNATIVES: 1. Motion and second as part of the consent agenda to adopt a resolution approving a work order with Bolton & Menk, Inc. to provide professional engineering services for phase 2 of the Lakeside Sewer Lining Project (2027-04). 2. Motion and second to remove this item from the consent agenda for additional discussion. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 5K Page | 2 ATTACHMENTS: 1. Resolution 2. Work Order 3. Phase Map 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- A RESOLUTION APPROVING A WORK ORDER WITH BOLTON & MENK, INC. FOR PHASE 2 OF THE LAKESIDE SEWER LINING PROJECT (2027-04) Motion By: Second By: WHEREAS, the City is facing an increased need to address aging sanitary sewer infrastructure in order to avoid a potential failure of the system; and WHEREAS, the City has 3.5 miles of 40+ year old pipe in lakeside backyards where traditional pipe replacement is not practical or feasible; and WHEREAS, the cast-in-place pipe lining method is less invasive than replacing and produces a result similar to a new pipe with a 50+ year expected life; and WHEREAS, Bolton & Menk, Inc. (BMI), a member of the City’s consultant pool, has provided a proposal to provide professional engineering services for the next phase of the Lakeside Sewer Lining Project (2027-04); and WHEREAS, funds have been budgeted in the 2027 Sewer Utility Fund 604-49450.00- 55530.00 to cover the anticipated expenditure of this proposal. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The City Council approves a work order with BMI in an amount not to exceed $97,834 for phase 2 of the sewer lining program (2027-04). 3. The Sewer Utility Fund includes funding for this project. th Passed and adopted by the Prior Lake City Council this 13 day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager Page 1 of 2 Public Works Consultant Pool Work Order Phase 2 – Lakeside Sewer Lining Project (2027-04) BOLTON & MENK This work order (“Work Order”) is issued on this 13th day of October, 2026 by the City of Prior Lake (“City”) pursuant to the Public Works Consultant Pool – Master Agreement dated April 20, 2020 and as amended February 25, 2025 (“Contract”) between the City and Bolton & Menk (“Consultant”). Based on the mutual promises and covenants set forth herein, the sufficiency of which are hereby acknowledged, the City and Consultant agree as follows: 1. Scope of Work Order. Consultant agrees to provide, perform and complete all the services requested by the City in this Work Order and attached Exhibit 1 (“Work”), which Work shall be subject to the terms and conditions of this Work Order and the Contract. 2. Term of Work Order. All Work requested by this Work Order shall be completed in accordance with the project schedule established by the City Engineer. 3. Compensation for Work Order. City agrees to pay the Consultant a fee, not to exceed $97,834, as full and complete payment for the Work requested by this Work Order. 4. Consultant Representative. Consultant has designated Mitchell Hoeft, P.E. to manage the Work Order subject to the supervision of Consultant’s representative. ISSUED BY CITY OF PRIOR LAKE ___________________________________ Mayor ___________________________________ City Manager RECEIVED AND ACCEPTED BY BOLTON & MENK, INC. _____________________________________ Signature ____________________________________ Title Page 2 of 2 Exhibit 1 – Scope of Work Order September 28th, 2026 Philip Ryan Public Works Supervisor - Utilities City of Prior Lake, MN 17073 Adelmann Street SE Prior Lake, MN 55372 Proposal for Professional Engineering Services 2027 Rear Yard UV Sewer Lining Mr. Ryan: Thank you for the opportunity to submit this proposal to provide professional engineering services for the City of Prior Lake's 2027 Rear Yard UV Sanitary Sewer Rehabilitation Project. This project will utilize trenchless rehabilitation technologies, including ultraviolet (UV) cured-in-place pipe (CIPP) lining and manhole rehabilitation systems, to structurally renew the City's existing 8-inch sanitary sewer infrastructure located within rear yard easement corridors adjacent to Prior Lake. These trenchless methods provide a cost-effective and minimally disruptive approach to extending the service life of the existing sanitary sewer system while significantly reducing impacts to residents, private property, and the surrounding environment. The use of UV-cured CIPP technology is particularly well-suited for the City's rear-yard sanitary sewer system because it minimizes excavation requirements, reduces impacts to private property, and allows rehabilitation of aging infrastructure within constrained easement corridors at a significantly lower cost than conventional open-cut replacement. In addition to restoring the structural integrity of the sewer system, the proposed rehabilitation improvements will create a continuous, jointless barrier that helps reduce infiltration from groundwater and stormwater sources. By minimizing clear water entering the sanitary sewer system, the City can improve system performance and potentially reduce long-term wastewater conveyance and treatment costs. Under this professional services agreement, Bolton & Menk will perform a comprehensive review of available record drawings, utility mapping, and closed-circuit television (CCTV) inspection data as well as perform on- site manhole structure inspections utilizing 360-degree photographic documentation and condition assessment techniques to evaluate existing conditions and develop a targeted rehabilitation program. Special consideration will be given to rear-yard access constraints, existing easements, landscaping features, fencing, and property improvements to help minimize construction impacts to adjacent property owners. Services will include preparation of construction plans, technical specifications, engineer's cost estimates, and bidding documents necessary to support procurement of the 2027 rehabilitation work. The project plans will identify the proposed sewer and manhole rehabilitation locations, while the specifications will establish material requirements, installation standards, quality control measures, and construction-related requirements necessary for successful project delivery. The rehabilitation program will also identify manhole structures requiring protective coating, chimney sealing, frame adjustment, or other Name: Prior Lake, MN – 2027 Rear Yard UV Sanitary Sewer Lining Date: September 28th 2026 rehabilitation measures to address infiltration and structural deterioration. Project deliverables will include construction plans, technical specifications, and an engineer's opinion of probable construction costs summarized in an overall project manual. Bolton & Menk will also provide bidding and procurement assistance. These services include project advertisement, responding to contractor questions, preparation of addenda as needed, bid opening support, and evaluation of submitted bids. Following receipt of bids, Bolton & Menk will prepare a bid tabulation and recommendation of award for presentation to the City Council to support contractor selection and contract authorization. Lastly, Bolton & Menk will provide construction administration and part-time inspection services to support successful implementation of the rehabilitation program. These services will include attendance at the pre- construction meeting, participation in weekly construction progress meetings, review of contractor submittals and shop drawings, pre- and post-construction CCTV review, processing of contractor pay applications and change orders, coordination with City staff and the contractor, public engagement support, and project close- out activities. Limited on-site inspection services are also included to monitor construction activities and verify that the rehabilitation work is completed in accordance with the project specifications and contract documents Given the location of the improvements within rear-yard easement corridors, proactive public communication will be an important component of project success. Bolton & Menk will assist the City with development of public information materials and property-owner communications throughout design and construction. A total of 526 hours has been budgeted for completion of the proposed scope of services, which may include: Design Meetings & Project Related Research: · Project kickoff and coordination meetings (1 kickoff meeting/2 coordination meetings) · Review of record drawings, easements, and site access considerations · CCTV review and pipe condition tabulation · 360-degree manhole inspection review and condition assessment Project Design – Specification & Plan Creation: · Technical specification development · Engineer's opinion of probable construction cost · Project plan development utilizing GIS and available utility data Project Bidding Support: · Project advertisement and contractor outreach · Contractor question responses and addendum preparation · Bid opening attendance and support · Bid evaluation, tabulation, and recommendation of award Name: Prior Lake, MN – 2027 Rear Yard UV Sanitary Sewer Lining Date: September 28th 2026 Construction Support: · Pre-Construction meeting support & attendance · Weekly construction meetings (3 total meetings) · Submittal/Shop drawing review · CCTV review (pre & post) · Construction administration (pay apps, change orders, general coordination) · Part-time construction inspection (40 total hours – site check in) · Public engagement (design notification letter, open house, construction newsletter, website content) · Project close-out (punch-list, final payment, record drawing updates are not included) Additional Services The following services are not included within the proposed scope but can be provided upon request through an amendment or additional authorization from the City: · Property-related easement acquisition, coordination, and negotiation services TOTAL PROPOSED FEE $97,834 In accordance with the City of Prior Lake’s project requirements, Bolton & Menk proposes completing the scope of work as described above for a not-to-exceed hourly fee of $97,834. All work is to be completed at standard hourly rates established by contract with the City of Prior Lake. Thank you, again, for inviting Bolton & Menk to offer you this proposal, as well as your continued consideration of our services to the City of Prior Lake. We look forward to working with you on this project. If you have any questions regarding our proposal, please do not hesitate to contact me at (952) 358-1845. Sincerely, Bolton & Menk, Inc. Mitchell R Hoeft, P.E. Principal – Trenchless Practice Leader City Approval: ____________________________________________________ Date: ________________________________________ Client:City of Prior Lake Project:2027 Rear Yard UV Sewer Lining TASK NO.WORK TASK DESCRIPTION Pr o j e c t M a n a g e r Pr o j e c t E n g i n e e r Tr e n c h l e s s D e s i g n En g i n e e r Tr e n c h l e s s Co n s t r u c t i o n In s p e c t o r GI S / G r a p h i c s Cl e r i c a l / N o n - Te c h n i c a l S u p p o r t Totals 1.0 Design Meetings and Project Related Research: 1.1 Project Kick-Off Meeting 2 4 4 10 1.2 Coordination Meetings 4 8 8 20 1.3 Project Related Research - As-Built and CCTV Review 2 4 8 4 18 1.4 On Site Rear Yard Access Review 2 4 8 14 1.5 360 Degree MH Photos & Condition Assessment 4 2 24 30 SUBTOTAL HOURS - TASK 1 14 22 52 0 4 0 92 2.0 Project Design - Specifications & Plan Creation: 2.1 Project Specifications & Cost Estimate 4 8 40 8 60 2.2 Project Plan Creation & Pipe Tabulation 4 4 40 40 88 SUBTOTAL HOURS - TASK 2 8 12 80 0 40 8 148 3.0 Project Bidding Support: 3.1 Request For Bid/Quest CDN Solicitation Process 2 4 8 14 3.2 Bid/Contractor Questions and Communication 2 4 6 3.3 Bid Opening, Tabulation, and Award Letter 2 4 2 4 12 SUBTOTAL HOURS - TASK 3 4 10 6 0 0 12 32 4.0 Construction Support: 4.1 Pre-Construction Meeting Support/Attendance 4 8 8 20 4.2 Construction Meeting Support/Attendance 6 12 12 30 4.3 Shop Drawing/Submittal Review 2 8 4 14 4.4 Pre/Post CCTV Review 2 4 16 22 4.5 Construction Administration 8 40 48 4.6 Part Time Construction Inspection 40 40 4.7 Public Engagement Support 12 24 24 60 4.8 Project Close-Out 4 8 8 20 SUBTOTAL HOURS - TASK 4 38 104 0 112 0 0 254 BOLTON & MENK, INC. DETAILED FEE HOURLY ESTIMATE 2027 Rear Yard UV Sewer Lining City of Prior Lake, Minnesota Client: City of Prior Lake Project: 2027 Rear Yard UV Sewer Lining TASK NO.WORK TASK DESCRIPTION Pr o j e c t Ma n a g e r Pr o j e c t En g i n e e r Tr e n c h l e s s De s i g n En g i n e e r Tr e n c h l e s s Co n s t r u c t i o n In s p e c t o r GI S / G r a p h i c s Cl e r i c a l / N o n - Te c h n i c a l Su p p o r t Total Hours Total Cost 1.0 Design Meetings and Project Related Research: 14 22 52 0 4 0 92 $17,786 2.0 Project Design - Specifications & Plan Creation:8 12 80 0 40 8 148 $26,076 3.0 Project Bidding Support: 4 10 6 0 0 12 32 $5,592 4.0 Construction Support: 38 104 0 112 0 0 254 $48,380 TOTAL HOURS 64 148 138 112 44 20 526 *AVERAGE HOURLY RATE $254.00 $199.00 $177.00 $161.00 $162.00 $127.00 SUBTOTAL $16,256 $29,452 $24,426 $18,032 $7,128 $2,540 Bolton & Menk Subtotal: $97,834 Fee Totals TOTAL NOT-TO-EXCEED FEE BOLTON & MENK, INC. $97,834 2027 Rear Yard UV Sewer Lining City of Prior Lake, Minnesota ITEM: 5L CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Casey McCabe, Community Development Director PRESENTED BY: Casey McCabe AGENDA ITEM: Resolution Approving a Transfer from the Community Development General Fund to the Economic Development Authority Special Revenue Fund RECOMMENDED ACTION: Approve a resolution approving transfer of funds from the Community Development general fund to the Economic Development Authority (EDA) special revenue fund to assist with costs related to a downtown parking study. BACKGROUND: The EDA approved a downtown parking study proposal from Transportation Collaborative & Consultants (TC2) at their meeting on September 14, 2026.The total amount of the contract is $43,492. The EDA will be paying for the parking study with funding available in their 2026 EDA Professional Services – General (240-46500.00-53100.80) budget. The EDA requested city staff evaluate additional funding sources to potentially decrease the EDA’s total cost for this study. The Community Development budget is projected to end the year with a ± $9,000 balance in Professional Services – General (101-41910.00-53100.80). The purpose of the Professional Services – General fund is to pay for specialized, external engineering or consultant fees that support city operations and initiatives. City staff feel this fund aligns with the EDA’s initiative to complete a downtown parking study and is recommending $9,000 be transferred from 2026 Community Development Professional Services – General (101-41910.00-53100.80) to 2026 EDA Professional Services – General (240-46500.00-53100.80). FINANCIAL IMPACT: A total of $9,000 will transfer from the Community Development general fund to the EDA special revenue fund to assist with costs related to a downtown parking study. ALTERNATIVES: 1. Motion and second, as part of the consent agenda, approving a resolution approving the transfer of funds from 2026 Community Development Professional Services – General to 2026 EDA Professional Services – General. 2. Remove this item from the consent agenda for additional discussion. ATTACHMENTS: 1. Resolution City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- RESOLUTION APPROVING A TRANSFER FROM THE COMMUNITY DEVELOPMENT GENERAL FUND TO THE ECONOMIC DEVELOPMENT AUTHORITY SPECIAL REVENUE FUND Motion By: Second By: WHEREAS, the City of Prior Lake Economic Development Authority (EDA) approved a downtown parking study proposal from Transportation Collaborative & Consultants at their meeting on September 14, 2026; and WHEREAS, the total amount of the downtown parking study is $43,492; and WHEREAS, the EDA will be paying for the parking study with funding available in their 2026 EDA Professional Services – General (240-46500.00-53100.80) budget; and WHEREAS, the EDA requested city staff evaluate additional funding sources to potentially decrease the EDA’s total cost for this study; and WHEREAS, the Community Development budget is projected to end the year with a ± $9,000 balance in Professional Services – General (101-41910.00-53100.80); and WHEREAS, the purpose of the Professional Services – General fund is to pay for specialized, external engineering or consultant fees that support city operations and initiatives, which aligns with the goals of the downtown parking study; and WHEREAS, on October 13, 2026, the Prior Lake City Council considered city staff’s recommendation to transfer $9,000 from 2026 Community Development Professional Services – General (101- 41910.00-53100.80) to 2026 EDA Professional Services – General (240-46500.00- 53100.80). NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA 1. The recitals set forth above are incorporated herein. 2. A transfer of $9,000 from 2026 Community Development Professional Services – General (101- 41910.00-53100.80) to 2026 EDA Professional Services – General (240-46500.00-53100.80) is authorized. th Passed and adopted by the Prior Lake City Council this 13 day of October 2026. VOTE Briggs Braid Churchilll Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager ITEM: 5M CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Nick Monserud, Public Works Director/City Engineer PRESENTED BY: Nick Monserud AGENDA ITEM: Resolution Approving a Cooperative Agreement for the County Highway 17 Reconstruction Project (2022-29) RECOMMENDED ACTION: Adopt a resolution approving the Cooperative Agreement for the County Highway 17 reconstruction project. BACKGROUND: The County Highway 17 (CH 17) reconstruction project is a County-led project that includes the following improvements along CH 17 between CH 42 and CH 12:  Grading improvements  New pavement  Curb and gutter replacements  Water, sewer and storm sewer improvements  Trail improvements  Addition of a pedestrian underpass  Roundabouts at CH 17/12 and CH 17/82 and CH 17/14 The County and City also seek to make “developer improvements” that are separate from, yet related to, the CH 17 project, including:  Pond and storm sewer work  Sewer and water utility work  Retaining wall construction  Roadway improvements  Trail construction A Cooperative Agreement has been drafted that outlines the terms and conditions, along with roles and responsibilities of both the City and the County for delivery of this project in 2027. Unique to this project, the County and Developer of Campbell Shores Development have worked together to acquire right-of-way and shared stormwater management facilities. This Cooperative Agreement outlines costs that will be paid to the city by the county and the city in turn will pay the developer. City staff have reviewed this cooperative agreement and recommend the City Council execute the agreement. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 5M Page | 2 FINANCIAL IMPACT: The project is included in the City’s 2027 CIP as the CSAH 17 Expansion and CR12 & CSAH 17 Intersection with a total estimated city share of $1,658,000. The City costs for this project will be funded as follows:  Municipal State Aid $600,000  Tax Levy $161,000  Trunk Fund $762,000  Water Utility Fund (F601) $135,000 ALTERNATIVES: 1. Motion and second as part of the consent agenda to adopt a resolution approving the Cooperative Agreement for the County Highway 17 reconstruction project. 2. Motion and second to remove this from the consent agenda for further discussion. ATTACHMENTS: 1. 20261013 Approve COOP Agreement - CSAH 17 – RESO 2. Cooperative Agreement CSAH 17 - Final 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- A RESOLUTION APPROVING THE COOPERATIVE AGREEMENT FOR THE COUNTY HIGHWAY 17 RECONSTRUCTION PROJECT (2022-29) Motion By: Second By: WHEREAS, the County Highway 17 (CH 17) reconstruction project includes the following improvements along CH 17 between CH 42 and CH 42:  Grading improvements  New pavement  Curb and gutter replacements  Water, sewer and storm sewer improvements  Trail improvements  Addition of a pedestrian underpass  Roundabouts at CH 17/12 and CH 17/82 and CH 17/14 and WHEREAS, the County and City also seek to make “development improvements” that are separate from, yet related to, the CH 17 project, including:  Pond and storm sewer work  Sewer and water utility work  Retaining wall construction  Roadway improvements and WHEREAS, a Cooperative Agreement has been drafted that outlines the terms and conditions, along with roles and responsibilities of both the city and the county for delivery of this project in 2027; and WHEREAS, the total City share of the project is estimated to be $1,658,000 and will be funded by Municipal State Aid, Tax Levy, Trunk Funds and the Water Utility Fund (F601). NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The Mayor and City Manager are hereby authorized to execute the Cooperative Agreement for the CH 17 reconstruction project (2022-29). 3. The City portion of the project shall be funded by Municipal State Aid, Tax Levy, Trunk Funds and the Water Utility Fund (F601) as noted in the report. th Passed and adopted by the Prior Lake City Council this 13 day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager C:\\Users\\hsimon\\AppData\\Local\\Temp\\Report Attachment - 20261013 Approve COOP Agreement - CSAH 17 - RESO_678947\\Report Attachment - 20261013 Approve COOP Agreement - CSAH 17 - RESO.docx 2 CP 12-07 & 17-35 City of Prior Lake County of Scott 1 COOPERATIVE AGREEMENT THIS AGREEMENT, by and between the County of Scott, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the "County" and the City of Prior Lake, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the "City". RECITALS: A. County plans to improve the County Highway (CH) 17 between CH 12 and CH 42, which includes roundabouts at the CH 17/12, CH 17/82 and CH 17/14 intersections. The plans include grading, paving, curb and gutter, storm sewer, sanitary sewer, watermain, trails, utilities, pedestrian underpass and other related improvements hereinafter referred to as the “Project”. B. County and City seek to make improvements that are separate from, yet related to, the CH 17 Project. These improvements include pond and storm sewer work, sanitary sewer and water utilities, retaining wall construction, roadway improvements, and trail construction. Collectively, these improvements are referred to as the “Developer Work”. C. The above-described Project and Developer Work lie partially within the corporate limits of the City. D. City supports the planned Project and is willing to cooperate with County to complete the Project and share costs while also working with a private developer to design and construct the Developer Work. E. The County Engineer has prepared an estimate of the City’s cost share for the Project work in the sum of $1,374,602.60 dollars (Exhibit A). F. City and Developer have prepared an estimate of the County’s cost share for the Developer Work in the sum of $291,892.48 dollars (Exhibit B). G. After completion of the Project and Developer work, the County and City will have shared maintenance responsibilities for the improvements. H. It is contemplated that the Project shall be carried out by the parties under the provisions of Minn. Stat. §162.17, subd. 1 and Minn. Stat. §471.59. NOW, THEREFORE, in consideration of the mutual undertakings and agreement contained within this Agreement, the County and City hereby agree as follows: 1. Incorporation The recitals set out above are hereby incorporated into this Agreement as if fully restated herein. CP 12-07 & 17-35 City of Prior Lake County of Scott 2 2. Scope of Services a. County shall advertise for bids for the work and construction of the aforesaid Project, receive and open bids pursuant to said advertisement and enter into a contract (“Project Contract”) with the successful bidder at the unit prices specified in the bid of such bidder, according to law in such case provided for counties. The Project Contract will include the plans and specifications prepared by County or its agents, which plans and specifications are by this reference made a part hereof. b. County shall have overall authority to administer the Project Contract and inspect the construction of the contract work for the Project. County shall have ultimate authority in initiating and determining change orders, supplemental agreements, and final quantities. City Engineer shall cooperate with County Engineer and his staff at their request to the extent necessary but shall have no other responsibility for the supervision of the work. c. City shall enter into a separate agreement with DEVELOPER to define the Developer’s project deliverables that will include the Developer’s cost participation and construction responsibilities. It shall be the City’s sole responsibility to ensure the guarantee of the Developer’s deliverables as outlined hereinafter. d. Developer shall enter into a contract (“Developer Contract”) to construct the aforesaid Developer Work. The Developer Contract will include the plans and specifications prepared by the Developer or its agents, which plans and specifications are by this reference made a part hereof. e. County shall have overall authority to inspect the construction of the Developer work with County or City right-of-way or easement. The construction staking and materials testing services within the Developer Work project limits will be provided by the Developer. f. Developer shall provide and dedicate the required right of way and easements as identified on the final plat and transfer to the County. g. The County Engineer shall prepare monthly progress reports on the Project and furnish to the City upon request. 3. Payment a. It is specifically agreed that the estimate(s) mentioned in this Agreement is only a preliminary estimate of the cost for the work on the Project and that the unit prices set forth in the contracts and the final quantities as measured by the County Engineer shall govern in computing the total final construction cost for apportioning the cost of the Project according to the provisions of this section. b. Based upon the total final construction costs of the Project: 1) City shall reimburse the County fifty percent (50%) of the final actual construction costs of the 8-foot-wide trail and pedestrian amenities work. 2) City shall reimburse the County fifty percent (50%) of the final actual construction costs of the CH 17/12 utility relocation work. 3) City shall reimburse the County forty percent (40%) of the final actual construction costs of the 10-foot-wide trail and pedestrian amenities work and the CH 17/12 pedestrian underpass. 4) City shall reimburse the County one hundred percent (100%) of the final actual construction costs of the CH 17 utility extension and the 170 th Street right turn lane work. CP 12-07 & 17-35 City of Prior Lake County of Scott 3 c. Developer, City, and County have agreed to cost estimates for Developer Work. Those cost estimates will serve as not-to-exceed values for said work. Based upon the not-to-exceed cost estimates of the Developer Work: 1) County shall pay the City thirty percent (30%) of the final actual construction costs of the shared storm water pond work as shown in Exhibit C. 2) County shall pay the City fifty percent (50%) of the final actual construction costs of the 170th Street trail and retaining wall work as shown in Exhibit C. 3) County shall pay the City ten percent (10%) of the total 170 th Street costs to compensate for oversizing necessary to meet County standards. 4) County shall pay the City $18,513 for 8,228 square feet of right-of-way dedicated on the final plat that exceeds typical City and County requirements for the purpose of constructing the Project. See Exhibit D. 5) County shall pay for all wetland mitigation credits associated with the shared storm water pond. 6) No additional compensation will be paid to the City or Developer in the event that actual construction costs for Developer Work exceed the cost estimates. d. Developer shall pay one hundred percent (100%) of the Developer Work design and construction plan and specifications preparation. e. City further agrees to pay their proportionate share of Engineering and Contract Administration costs based on the actual costs of planning, design, environmental review, permits, preparation of bid, specifications and contract administration related to the Project. f. City shall, based on the Project Contract price, deposit with the Scott County Treasurer ninety-five percent (95%) of the estimated City’s share of the construction, engineering, and administration costs of the Project as partial payment within thirty (30) days after award of Project Contract or execution of this Agreement, whichever is later. The final amount of the City’s share of construction, engineering, and administration costs of the Project shall be determined upon completion of the Project and any amount remaining due to the County shall be reflected in the County’s final, itemized statement of the Project costs submitted to the City. In the event the initial payment exceeds the City’s share of these final costs, such overpayment shall be returned to the City by the County. County will submit an invoice to City for the payment due, and City shall pay all amounts due within thirty (30) days. g. County shall, based on the not-to-exceed cost estimate for County’s share of Developer’s work, pay to the City one hundred percent (100%) of the estimated County share of the Developer Work within thirty (30) days after award of Developer Agreement or execution of this Agreement, whichever is later. No additional compensation will be paid to the City or Developer in the event that actual construction costs for Developer Work exceed the cost estimates. 4. Ongoing Maintenance Items a. Future Modifications. County reserves the right not to issue any permits for a period of five (5) years after completion of the Project for any service cuts in the County Highway roadway surfacing within the Project reconstruction limits for any CP 12-07 & 17-35 City of Prior Lake County of Scott 4 installation of underground utilities which would be considered as new work; service cuts shall be allowed for the maintenance and repair of any existing underground utilities. b. Pavement Striping and Markings. Initial pavement striping and markings shall be included as part of the Project. The County shall be responsible for all subsequent pavement striping and markings on its county roads as required after the initial work and shall be responsible for one hundred percent (100%) of the subsequent related costs. The City shall be responsible for all subsequent striping and markings on its city roads, including pedestrian markings across its City roadway intersection legs, as required after the initial work and shall be responsible for one hundred percent (100%) of the subsequent related costs. c. Signs. City shall, at its own expense, remove and replace all City owned signs that are within the construction limits of the Project. d. Intersection Lighting. As part of the Project, integral streetlights will be installed. The ownership and maintenance expenses shall be as follows: 1) CH 17/12 Intersection • Electrical energy shall be paid 100% by City. • County shall be the owner of the integral streetlights and shall perform all major maintenance, including, but not limited to Gopher State One Call (GSOC) locates, knocked down poles including wiring within the poles, damaged poles, pull boxes, underground wire, loose connections, damaged foundations, defective starter boards or drivers, damaged fuse holders, and blown fuses for the entire system, at the sole cost of the County. • City shall be responsible for minor maintenance, including, but not limited to re-lamping or LED luminaire replacement, repair or replacement of all damaged luminaire glassware, luminaires when damaged or when ballasts fail, and photoelectric control on luminaires at the sole cost of the City. 2) CH 17/82 Intersection (10 total streetlights, 5 in Prior Lake, 5 in Shakopee) • Electrical energy shall be split equally between City of Prior Lake (fifty percent (50%)) and City of Shakopee (fifty percent (50%)). • County shall be the owner of the integral streetlights and shall perform all major maintenance, including, but not limited to Gopher State One Call (GSOC) locates, knocked down poles including wiring within the poles, damaged poles, pull boxes, underground wire, loose connections, damaged foundations, defective starter boards or drivers, damaged fuse holders, and blown fuses for the entire system, at the sole cost of the County. • City shall be responsible for minor maintenance of streetlights within City of Prior Lake limits, including, but not limited to re-lamping or LED luminaire replacement, repair or replacement of all damaged luminaire glassware, luminaires when damaged or when ballasts fail, and photoelectric control on luminaires at the sole cost of the City. e. Snow and Ice Control. Upon completion of the Project, the City, at its expense and discretion, shall perform snow, ice, and debris removal on all trails and sidewalks located within the City of Prior Lake city limits constructed with the Project. CP 12-07 & 17-35 City of Prior Lake County of Scott 5 f. Trail Maintenance. All future maintenance costs of Trail improvements constructed under this Agreement will be shared equally between the County and City regardless of which party performs the maintenance work. Either party can initiate and complete such maintenance work with notice given to the other party. Upon completion of such work the initiating party will invoice the other for fifty percent (50%) of the actual total cost. The preventative maintenance on trails constructed with this project, including sealcoating, will be cost shared equally between the County and City with County administering the process. g. Pedestrian Underpass Ownership and Maintenance. Upon completion of the Project, the bridge/underpass ownership and maintenance responsibilities are outlined as follows: 1) Ownership: County shall be owner of the bridge/underpass structure. 2) Inspections: County, at its own expense, shall inspect the bridge/underpass according to bridge standards. 3) Minor Maintenance: City, at its own expense, shall perform all maintenance including, but not limited to, snow and ice control/removal (at its own discretion), sweeping and debris removal, graffiti removal, signing, pavement markings, and any other maintenance activities necessary to perpetuate the pedestrian bridge/underpass in a safe, usable and aesthetically acceptable condition as determined by the City and County Engineer. 4) Major Maintenance: All maintenance including, but not limited to, panel repair and structural rehabilitation will be a shared cost at fifty percent (50%) each and County will administer the process. 5) Wire Fence: City shall be the owner of the wire fence on the bridge/underpass and will be a shared cost at fifty percent (50%) each of the related costs necessary to operate in a safe, usable, and aesthetically acceptable condition. 6) Replacement of the bridge/underpass will be a shared cost at fifty percent (50%) each and County will administer the process. h. Pedestrian Underpass Lighting Maintenance. Upon completion of the Project, the bridge/underpass lighting maintenance responsibilities are outlined as follows: 1) Electrical energy shall be paid 100% by the City. 2) County shall be the owner of the pedestrian underpass lighting system and shall perform all major maintenance including but not limited to Gopher State One Call (GSOC) locates, pull boxes, wire, loose connections, defective starter boards or drivers, damaged fuse holders, and blown fuses for the entire system, at the sole cost of the County. 3) City shall be responsible for minor maintenance including, but not limited to re-lamping or LED luminaire replacement, repair or replacement of all damaged luminaire glassware, luminaires when damaged or when ballasts fail, and photoelectric control on luminaires at the sole cost of the City. i. Stormwater. Upon completion of the Project, City shall maintain all stormwater quality, rate control, and volume control features such as ponds, infiltration basins and all aesthetic landscaping elements. City may in the future alter the stormwater quality, rate control, and volume control features to accommodate future development as long as County drainage is maintained at which time City’s CP 12-07 & 17-35 City of Prior Lake County of Scott 6 percentage of contributing flow will be recalculated. j. Sanitary Sewer and Watermain. Upon completion of Project, City, at its sole expense, shall maintain all sanitary sewer and watermain appurtenances. k. CH 17 Frontage Road. Upon completion of Project, City, at its sole expense, shall maintain the frontage road serving 3877 through 4037 Marschall Road. It is understood that a separate maintenance agreement between the City of Prior Lake and the Shakopee Mdewakanton Sioux Community may affect these responsibilities. Scott County shall have no maintenance responsibility for this frontage road following the completion of the Project. l. A future County Global Maintenance Agreement, upon execution with the City, may supersede maintenance responsibilities stated in this Agreement. 5. Effective Date of Contract This Agreement shall be effective upon execution by all parties to the Agreement. 6. Term of Contract This Agreement will terminate upon County’s project completion and close out, and the County’s final payment to City, provided that the Ongoing Maintenance section shall survive the Agreement termination. 7. Authorized Agents The Parties shall appoint an authorized agent for the purpose of administration of this Agreement. City is notified of the authorized agent of County as follows: Nathan Thomas, or his successor Highway Division Program Manager Scott County Transportation Services 200 Fourth Avenue West Shakopee, MN 55379 (952) 496-8479 nthomas@co.scott.mn.us The County is notified the authorized agent for City is as follows: Nick Monserud, or his successor Public Works Director/City Engineer City of Prior Lake 17073 Adelmann St SE Prior Lake, MN 55372 (612) 430-3631 nmonserud@priorlakemn.gov 8. County and State Audit Pursuant to Minn. Stat. Sec. 16C.05, subd. 5, the books, records, documents, and accounting procedures and practices of the County and City pursuant to this Agreement shall be subject to examination by the County, City and the State Auditor. Complete and accurate records of the work performed pursuant to this Agreement shall be kept by the CP 12-07 & 17-35 City of Prior Lake County of Scott 7 County and City for a minimum of six (6) years following termination of this Agreement for such auditing purposes. The retention period shall be automatically extended during the course of any administrative or judicial action involving the County or the City regarding matters to which the records are relevant. The retention period shall be automatically extended until the administrative or judicial action is finally completed or until the authorized agent of the County or City notifies each party in writing that the records no longer need to be kept. 9. Liability and Indemnity a. Neither party, its officers, agents or employees, either in their individual or official capacity, shall be responsible or liable in any manner to the other party for any claim, demand, action or cause of action of any kind or character arising out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of the described maintenance, restoration, repair or replacement work by the other party, or arising out of the negligence of any contractor under any contract let by the other party for the performance of said work; and each party agrees to defend, save, keep and hold harmless the other, its officers, agents and employees harmless from all claims, demands, actions or causes of action arising out of negligent performance by its officers, agents or employees. b. It is further agreed that neither party to this Agreement shall be responsible or liable to the other or to any other person or entity for any claims, damages, actions, or causes of actions of any kind or character arising out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of any work or part hereof by the other as provided herein; and each party further agrees to defend at its sole cost and expense and indemnify the other party for any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising in connection with or by virtue of performance of its own work as provided herein. Each party’s obligation to indemnify the other under this clause shall be limited in accordance with the statutory tort liability limitation as set forth in Minnesota Statutes Chapter 466 to limit each party’s total liability for all claims arising from a single occurrence, including the other party’s claim for indemnification, to the limits prescribed under §466.04. It is further understood and agreed that the Parties’ total liability shall be limited by Minn. Stat. §471.59, Subdivision 1a. as a single governmental unit. c. It is further agreed that any and all employees of each party and all other persons engaged by a party in the performance of any work or services required or provided herein to be performed by the party shall not be considered employees, agents or independent contractors of the other party, and that any and all claims that may or might arise under the Workers’ Compensation Act or the Unemployment Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said employees while so engaged shall be the sole responsibility of the employing party and shall not be the obligation or responsibility of the other party. 10. Insurance Since each party is a political subdivision of the State of Minnesota, each party shall CP 12-07 & 17-35 City of Prior Lake County of Scott 8 maintain a program of self-insurance or insurance covering general liability and automobile liability coverage protecting itself, its officers, agents, employees and duly authorized volunteers against any usual and customary public liability claims to the limits prescribed under Minn. Stat. Sec. 466.04 and Workers’ Compensation in accordance with the Minnesota statutory requirements. Said coverage shall be kept in effect during the entire term of this Agreement. 11. Data Practices All records kept by the City and the County with respect to the Project shall be subject to examination by the representatives of each party. All data collected, created, received, maintained or disseminated for any purpose by the activities of the County or City pursuant to this Agreement shall be governed by Minnesota Statutes Chapter 13, as amended, and the Minnesota Rules implementing such Act now in force or hereafter adopted. 12. Equal Employment and Americans with Disabilities In connection with the work under this Agreement, City agrees to comply with the applicable provisions of state and federal equal employment opportunity and nondiscrimination statutes and regulations. In addition, upon entering into this Agreement, City certifies that it has been made fully aware of Scott County's Equal Employment Opportunity and Americans With Disabilities Act Policies, that it supports these policies and that it will conduct its own employment practices in accordance therewith. Failure on the part of City to conduct its own employment practices in accordance with County Policy may result in the withholding of all or part of regular payments by the County due under this Agreement unless or until City complies with the County policy, and/or suspension or termination of this Agreement. 13. Controlling Law The laws of the State of Minnesota shall govern all questions and interpretations concerning the validity and construction of this Agreement and the legal relations between the parties and performance under it. The appropriate venue and jurisdiction for any litigation hereunder shall be those courts located with the County of Scott, State of Minnesota. Litigation, however, in the federal courts involving the parties shall be in the appropriate federal court within the State of Minnesota. 14. Changes/Amendments The parties agree that no change or modification to this Agreement, or any attachments hereto, shall have any force or effect unless the change is reduced to writing, dated, and made part of this Agreement. The execution of the change shall be authorized and signed in the same manner as this Agreement, or according to other written policies of the original parties. 15. Severability In the event any provision of this Agreement shall be held invalid and unenforceable, the remaining provisions shall be valid and binding upon the parties unless such invalidity or non-enforceability would cause the Agreement to fail its purpose. One or more waivers by either party of any provision, term, condition or covenant shall not be CP 12-07 & 17-35 City of Prior Lake County of Scott 9 construed by the other party as a waiver of a subsequent breach of the same by the other party. 16. Entire Agreement It is understood and agreed that the entire agreement of the parties is contained herein and that this Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof as well as any previous agreements presently in effect between the County and City relating to the subject matter hereof. CP 12-07 & 17-35 City of Prior Lake County of Scott 10 IN TESTIMONY WHEREOF, the parties hereto have caused this Agreement to be executed intending to be bound thereby. CITY OF PRIOR LAKE By And Kirt Briggs, Mayor Jason Wedel, City Manager Date Date COUNTY OF SCOTT By Lezlie Vermillion, County Administrator Date Upon proper execution, this agreement RECOMMEND FOR APPROVAL: will be legally valid and binding. By By Jeanne Andersen, Assistant County Attorney Anthony J. Winiecki, County Engineer Date Date EXHIBIT A City of Prior Lake Cost Participation in County Project Work QUANT.AMOUNT QUANT.AMOUNT QUANT.AMOUNT QUANT.AMOUNT QUANT.AMOUNT MOBILIZATION LUMP SUM 2,500,000.00$ 0.02 50,000.00$ -$ 0.04 100,000.00$ -$ -$ SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 5.00$ 10 50.00$ -$ -$ -$ -$ SAWING BIT PAVEMENT (FULL DEPTH) LIN FT 1.55$ 8 12.40$ -$ -$ 10 15.50$ -$ REMOVE WATER MAIN LIN FT 20.00$ 229 4,580.00$ -$ -$ -$ -$ REMOVE BITUMINOUS PAVEMENT SQ YD 5.50$ 111 610.50$ -$ -$ 660 3,630.00$ -$ REMOVE CONCRETE WALK SQ FT 1.60$ 2565 4,104.00$ -$ -$ -$ -$ DEWATERING LUMP SUM 50,000.00$ -$ -$ 1 50,000.00$ -$ -$ GEOTEXTILE FABRIC TYPE 5 SQ YD 5.00$ -$ -$ 151 755.00$ -$ -$ AGGREGATE BASE (CV) CLASS 5 CU YD 33.00$ 109 3,597.00$ 418 13,794.00$ 33 1,089.00$ -$ 135 4,455.00$ BITUMINOUS MATERIAL FOR FOG SEAL GALLON 2.30$ 96 220.80$ 391 899.30$ 27 62.10$ -$ 130 299.00$ BITUMINOUS SEAL COAT SQ YD 0.90$ 531 477.90$ 2170 1,953.00$ 151 135.90$ -$ 722 649.80$ BITUMINOUS MATERIAL FOR SEAL COAT GALLON 2.90$ 191 553.90$ 781 2,264.90$ 54 156.60$ -$ 260 754.00$ TYPE SP 9.5 WEARING COURSE MIX (2,B) TON 125.00$ 90 11,250.00$ 367 45,875.00$ -$ -$ 122 15,250.00$ TYPE SP 12.5 NON WEAR COURSE MIX (3,B) TON 81.00$ -$ -$ 17 1,377.00$ -$ -$ TYPE SP 12.5 WEARING COURSE MIX (4,F) TON 98.00$ -$ -$ 34 3,332.00$ -$ -$ STRUCTURAL CONCRETE (3B52) CU YD 636.00$ -$ 5 3,180.00$ -$ -$ -$ REINFORCEMENT BARS (EPOXY COATED) POUND 1.80$ -$ 525 945.00$ -$ -$ -$ STRUCTURE EXCAVATION LUMP SUM 20,000.00$ -$ 1 20,000.00$ -$ -$ -$ SPECIAL SURFACE FINISH SQ FT 4.00$ -$ 437 1,748.00$ -$ -$ -$ 14X10 PRECAST CONCRETE BOX CULV END SECT EACH 29,152.00$ -$ 2 58,304.00$ -$ -$ -$ 14X10 PRECAST CONCRETE BOX CULVERT LIN FT 1,877.00$ -$ 86 161,422.00$ -$ -$ -$ ORNAMENTAL METAL RAILING TYPE SPECIAL LIN FT 305.00$ -$ 120 36,600.00$ -$ -$ -$ 16" PVC PIPE SEWER LIN FT 285.00$ -$ -$ 656 186,960.00$ -$ -$ CONNECT TO EXISTING SANITARY SEWER EACH 2,800.00$ -$ -$ 1 2,800.00$ -$ -$ 36" HDPE PIPE SEWER LIN FT 450.00$ 221 99,450.00$ -$ -$ -$ -$ CONNECT TO EXISTING WATER MAIN EACH 4,500.00$ 4 18,000.00$ -$ -$ -$ -$ HYDRANT EACH 9,000.00$ -$ -$ 3 27,000.00$ -$ -$ 20" BUTTERFLY VALVE & BOX EACH 18,000.00$ 1 18,000.00$ -$ 1 18,000.00$ -$ -$ 6" GATE VALVE & BOX EACH 3,500.00$ -$ -$ 3 10,500.00$ -$ -$ 6" PVC WATERMAIN LIN FT 100.00$ -$ -$ 6 600.00$ -$ -$ 16" PVC WATERMAIN LIN FT 180.00$ 221 39,780.00$ -$ -$ -$ -$ 20" PVC WATERMAIN LIN FT 280.00$ -$ -$ 1885 527,800.00$ -$ -$ WATERMAIN FITTINGS POUND 20.00$ -$ -$ 4990 99,800.00$ -$ -$ CASTING ASSEMBLY EACH 1,100.00$ -$ -$ 3 3,300.00$ -$ -$ CONST DRAINAGE STRUCTURE DESIGN SPEC 3 LIN FT 800.00$ -$ -$ 63 50,400.00$ -$ -$ 4" CONCRETE WALK SQ FT 8.50$ 360 3,060.00$ 1163 9,885.50$ -$ -$ -$ CONCRETE CURB RAMP WALK SQ FT 13.50$ 220 2,970.00$ 973 13,135.50$ -$ -$ -$ TRUNCATED DOMES SQ FT 66.00$ 30 1,980.00$ 106 6,996.00$ -$ -$ -$ 50%$129,348.25 40%$150,800.88 100%$1,084,067.60 50%$1,822.75 40%$8,563.12 ESTIMATED PROJECT CONSTRUCTION TOTALS $1,374,602.60 CITY OF PRIOR LAKE SUB TOTALS CITY OF PRIOR LAKE GRAND TOTAL ESTIMATED PROJECT CONSTRUCTION TOTALS ***Estimated City of Prior Lake share of Engineering and Contract Administration costs to be invoiced at project closeout based on the actual costs of planning, design, environmental review, permits, preparation of bid, specifications, and contract administration related to the Project***5.0% 8 FT TRAIL & ADA 10 FT TRAIL & ADA RTL & UTILITIES 8 FT TRAIL & ADA 10 FT TRAIL & ADA $258,696.50 $377,002.20 $1,084,067.60 $3,645.50 $21,407.80 SAP 070-617-028 SAP 070-617-027 SCOTT CO. / PRIOR LAKE SCOTT CO. / PRIOR LAKE PRIOR LAKE SCOTT CO. / PRIOR LAKE SCOTT CO. / PRIOR LAKE SCOTT CO. / PRIOR LAKEPRIOR LAKE 258,696.50$ 377,002.20$ 1,084,067.60$ 3,645.50$ 21,407.80$ UNIT COSTUNITITEM DESCRIPTION 8 FT TRAIL & ADA 10 FT TRAIL & ADA RTL & UTILITIES SCOTT CO. / PRIOR LAKE SCOTT CO. / PRIOR LAKE 50% / 50% 60% / 40% 100% 50% / 50% 60% / 40% SAP 070-617-027 (CP 17-35)SAP 070-617-028 (CP 12-07) 8 FT TRAIL & ADA 10 FT TRAIL & ADA SCOTT CO. / PRIOR LAKE EXHIBIT B County of Scott Cost Participation in Development Project Work QUANT.AMOUNT QUANT.AMOUNT STREETS - 170TH Clearing and Grubbing (P)A.C.5,500.00$ 0 -$ Silt Fence (Type Regular Wood) L.F.1.65$ 2900 4,785.00$ Silt Fence (Type Heavy Duty Steel)L.F.2.15$ 0 -$ Remove Exist Bit. (Re-claim)S.Y.3.65$ 4800 17,520.00$ Topsoil Stripping Slopes (Measured)C.Y.5.85$ 2500 14,625.00$ Subgrade Excavation (EV) (P)C.Y.5.85$ 8956 52,392.60$ 895.6 5,239.26$ 10% additional road width Topsoil Respread C.Y.5.85$ 750 4,387.50$ Subgrade Preparation (2.5' BOC) (P) S.Y.2.30$ 7101 16,332.30$ 710.1 1,633.23$ 10% additional road width MNDOT Type V Geotextile Fabric (P)S.Y.1.65$ 7101 11,716.65$ 710.1 1,171.67$ 10% additional road width 24" MnDOT 3149 Select Granular Sand Subbase (P)S.Y.19.52$ 7101 138,611.52$ 710.1 13,861.15$ 10% additional road width 8" Thick, MnDOT 3138, Class 5 Agg. Base, 100% RECYCLED S.Y.7.48$ 6501 48,627.48$ 650.1 4,862.75$ 10% additional road width Utility Conduit Crossings (pipe supplied by others)EACH 365.00$ 2 730.00$ Concrete Curb & Gutter (B624)L.F.21.90$ 2540 55,626.00$ 3" MnDOT SPNWB330C Bit. Base Course (P) (ends at Curb end)S.Y.15.06$ 4340 65,360.40$ 434 6,536.04$ 10% additional road width 2" MnDOT SPWEA340C Bit. Binder Course (P)S.Y.12.56$ 4340 54,510.40$ 434 5,451.04$ 10% additional road width 2" MnDOT SPWEA340C Bit. Wear Course (P)S.Y.12.56$ 4340 54,510.40$ 434 5,451.04$ 10% additional road width MnDOT 2357 Tack Coat GAL 4.50$ 220 990.00$ 22 99.00$ 10% additional road width 3" Bituminous Trail SPWEB340B 170th & City 17 S.Y.37.70$ 2800 105,560.00$ 1400 52,780.00$ 50% of trail Trail Pedestrian Ramps EACH 2,500.00$ 2 5,000.00$ 1 2,500.00$ 50% of trail Adjust Manhole Castings EACH 650.00$ 3 1,950.00$ Adjust Gate Valve Castings EACH 550.00$ 1 550.00$ Adjust Catch Basins EACH 140.00$ 2 280.00$ Street Cleaning For Wear Course Installation L.S.1,000.00$ 1 1,000.00$ Striping Allowance Paint Latex L.F.3.90$ 1400 5,460.00$ Storm Inlet Protection EACH 165.00$ 2 330.00$ Boulevard restoration (Silt Fence at Back of Curb)L.F.1.65$ 2915 4,809.75$ Boulevard Seed restoration (8' Erosion Control Blanket at Back of Curb)SY 1.74$ 16850 29,319.00$ Traffic Control (Closure & Detour)EACH 7,500.00$ 1 7,500.00$ Big Block Retaining Wall - Includes 1' Bury (South Side)SF 63.00$ 3701 233,163.00$ 370.1 23,316.30$ 10% of retaining wall Big Block Retaining Wall - Includes 1' Bury (North Side)SF 63.00$ 3694 232,722.00$ 1847 116,361.00$ 50% of retaining wall 5' high chain link fence, galvanized, on Retaining walls LF 35.00$ 1000 35,000.00$ 241 8,435.00$ 50% North wall/10% South wall Pond Excavation CY 2.78$ 23000 63,940.00$ 6900 19,182.00$ 30% of stormwater pond Additional right-of-way SF 2.25$ 8228 18,513.00$ Additional ROW for 12/17 RAB 170th Street Wetland Impacts LS 65,000.00$ 90%58,500.00$ 10%6,500.00$ 10% of wetland costs ITEM DESCRIPTION 170th Street & Trail & Walls 170th Street & Trail & Walls Developer Estimated Costs Scott County Share UNIT COSTUNIT Notes $291,892.48SCOTT COUNTY GRAND TOTAL ESTIMATED PROJECT CONSTRUCTION TOTALS 1,325,809.00$ 291,892.48$ ITEM: 5N CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Paul Moretto, Planner PRESENTED BY: Paul Moretto AGENDA ITEM: Resolution Approving a Final Planned Unit Development Plan, Final Plat and Development Agreement for Campbell Shores RECOMMENDED ACTION: Approval of a resolution approving the Final Planned Unit Development (PUD) Plan and a resolution approving the Final Plat and Development Agreement for Campbell Shores, subject to the listed conditions. BACKGROUND: Pinnacle Family Homes, on behalf of Campbell Shores LLC, has applied for approval of a Final Plat and Final Planned Unit Development (PUD) Plan for Campbell Shores, a 62-lot single-family residential subdivision located north of 170th Street East and west of Marschall Road/County Highway 17, adjacent to Campbell Lake. The property is zoned R-1 Low Density Residential and is located within the Shoreland Overlay District of Campbell Lake, which is classified as a Natural Environment Lake. The Planning Commission conducted a public hearing on May 18, 2026, and recommended approval of the Preliminary Plat and Shoreland PUD on a 5-0 vote. On June 9, 2026, the City Council approved the Campbell Shores Preliminary Plat and adopted Ordinance No. 126-11, establishing the R-1 Low Density Residential Planned Unit Development Overlay District for the property. The approved PUD consists of 62 single-family residential lots and provides that modifications may be approved as part of the Final PUD Plan. The approved preliminary development consists of 62 single-family residential lots on approximately 40.36 acres. The Shoreland PUD provides flexibility from standard lot area, lot width, and side-yard setback requirements while preserving substantial open space and environmentally sensitive areas through conservation easements, wetlands, outlots, shoreline preservation areas, and trail corridors. The preliminary plans also incorporated accommodation for planned Scott County improvements at the intersection of County Highway 17/Marschall Road and 170th Street East. These improvements include a future roundabout, trail underpass, regional stormwater facilities, and associated right-of-way and infrastructure improvements. Following preliminary approval, the Developer submitted the Final Plat, Final PUD Plan, final grading and utility plans, and related development documents for City review. City staff finds the Final Plat and Final PUD Plan to be in substantial compliance with the approved Preliminary Plat and Preliminary PUD Plan, subject to the conditions identified in the approving resolutions and Development Agreement. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 5N Page | 2 The Final Plat includes 62 lots and four outlots. The Final PUD continues to provide conservation easement/open space and maintains the approved PUD standards for lot area, lot width, setbacks, impervious surface, and other dimensional requirements, except as otherwise identified in the Final PUD Plan. SCOTT COUNTY ROADWAY PROJECT: The Campbell Shores development has been coordinated with Scott County's planned improvements to the intersection of 170th Street East and Marschall Road/County Highway 17. The Development Agreement includes provisions addressing coordination of Developer improvements with the County project, including roadway access, utility construction, construction sequencing, temporary closures or restrictions affecting 170th Street, and maintenance of appropriate access to Spring View Meadows located south of 170th Street. The Development Agreement also includes details addressing project coordination requirements and identifies the allocation of costs, reimbursements, credits, escrows, and transfers among the Developer, Scott County, and the City associated with the County roadway project. The financial arrangement is structured so that the identified County-project pass-through transactions result in no net financial impact to the City. DEVELOPMENT AGREEMENT: City staff has prepared a Development Agreement identifying the Developer's obligations associated with the Final Plat, including required public improvements, development fees, financial security, grading and erosion control, landscaping, dedications and easements, and other conditions associated with development of the property. Exhibit B of the Development Agreement identifies the standard development fees, escrows, and financial security associated with the Campbell Shores development. The exhibit also reflects developer and Scott County infrastructure agreement pass-through items. Additional paragraphs within the Development Agreement outline the responsibilities of each party to this agreement. The Development Agreement and associated exhibits have been reviewed and approved by the City Engineering Department. FINANCIAL IMPACT: Approval of the development will allow for construction of 62 single-family residential lots, which will contribute to the City's tax base. The Developer is responsible for applicable development fees and required public improvements as identified in the Development Agreement. Financial obligations associated with the Scott County roadway project are addressed separately in the Development Agreement. The proposed allocation of City, County, and Developer costs and transfers is structured to result in no net financial impact to the City. ALTERNATIVES: 1. Motion and second, as part of the consent agenda, approving a resolution approving the Final Planned Unit Development (PUD) Plan and a resolution approving the Final Plat and Development Agreement for Campbell Shores, subject to the listed conditions. 2. Remove this item from the consent agenda for additional discussion. Item 5N Page | 3 ATTACHMENTS: 1. Location Map 2. Final Plat 3. Development Agreement 4. Development Documents 5. Resolution – Campbell Shores Final PUD 6. Resolution – Campbell Shores Final Plat KNOW ALL PERSONS BY THESE PRESENTS: That Campbell Shores, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Scott, State of Minnesota, to wit: That part of Government Lot 4, Section 5,Township 114, Range 22, Scott County, Minnesota lying westerly of the west line of GEISTER HILLS, according to the recorded plat thereof and southerly of the following described line: Beginning at the intersection of the easterly extension of the north line of GEISTER HILLS, according to the recorded plat thereof, with the east line of said Government Lot 4; thence South 88 degrees 31 minutes 26 seconds West, along said north line and its easterly extension, a distance of 702.04 feet to the northwest corner of said GEISTER HILLS; thence North 0 degrees 48 minutes 59 seconds East a distance of 97.26 feet; thence North 89 degrees 40 minutes 37 seconds West a distance of 608.65 feet to the west line of said Government Lot 4 and there terminating. AND The South Thirteen (13) acres of Government Lot 4, Section 5,Township 114, Range 22, Scott County, Minnesota. Government Lot 5, Section 5,Township 114, Range 22, Scott County, Minnesota. EXCEPT the following described land: Commencing at the southeast corner of said Government Lot 5; thence North, along the east line thereof, a distance of 687.00 feet to the point of beginning of the tract of land to be described; thence continuing North, along the east line, a distance of 300.00 feet; thence West, at right angles, a distance of 363.00 feet; thence South, at right angles, a distance of 300.00 feet; thence East, at right angles, a distance of 363.00 feet to the point of beginning. EXCEPT the following described land: Part of the South Thirteen (13) acres of Government Lot 4 and part of Government Lot 5, all being part of Section 5, Township 114, Range 22, Scott County, Minnesota described as follows: Commencing at the southeast corner of the Southwest Quarter of said Section 5; thence on an assumed bearing of North 0 degrees 49 minutes 01 seconds East, along the east line of said Government Lots 4 and 5, a distance of 987.00 feet; thence North 89 degrees 10 minutes 59 seconds West 50.00 feet to the point of beginning of the tract to be described; thence continuing North 89 degrees 10 minutes 59 seconds West 313.00 feet; thence South 0 degrees 49 minutes 01 seconds West 115.00 feet; thence South 88 degrees 31 minutes 28 seconds West 338.75 feet; thence North 0 degrees 49 minutes 01 seconds East 725.47 feet to the north line of said South 13 acres of Government Lot 4; thence North 88 degrees 31 minutes 28 seconds East, along said north line, 652.00 feet; thence South 0 degrees 49 minutes 01 seconds West 343.84 feet; thence North 89 degrees 10 minutes 59 seconds West 60.00 feet; thence South 0 degrees 49 minutes 01 seconds West 50.00 feet; thence South 89 degrees10 minutes 59 seconds East 60.00 feet; thence South 0 degrees 49 minutes 01 seconds West 229.16 feet to the point of beginning. Has caused the same to be surveyed and platted and known as CAMPBELL SHORES and does hereby donate and dedicate to the public, for public use forever, the public ways and also dedicate the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Campbell Shores, LLC, a Minnesota limited liability company, has hereunto caused these presents to be signed by its proper officer this _____________ day of _________________________, 20 _______. _____________________________________ Signed _____________________________________ Printed STATE OF MINNESOTA COUNTY OF __________________ The foregoing instrument was acknowledged before me this _______ day of _____________________, 20 _______ by ______________________, the president of Campbell Shores, LLC, a Minnesota limited liability company, on behalf of the company. ______________________________________ ______________________________________ Notary Public _____________ County, Minnesota My Commission Expires ____________________ I, Michael H. Brandt, hereby certify that this plat of CAMPBELL SHORES 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________. _____________________________________ Michael H. Brandt Licensed Land Surveyor Minnesota License No. 41905 STATE OF MINNESOTA COUNTY OF __________________ The foregoing Surveyor's Certificate was acknowledged before me this ________ day of _______________________, 20 _______, by Michael Brandt, Licensed Land Surveyor. _______________________________________ _______________________________________ Notary Public ______________ County, Minnesota My Commission Expires _____________________ CITY COUNCIL, CITY OF PRIOR LAKE, MINNESOTA This plat was approved by the City Council of the City of Prior Lake, Minnesota this ___________ day of ___________________, 20 ______ and hereby certifies compliance with all requirements set forth in Minnesota Statutes, Section 505.03, Subd. 2. By _________________________________ Attest __________________________________ Mayor City Clerk SCOTT COUNTY SURVEYOR Pursuant to Minnesota Statutes, Chapter 389.09, Subdivision 1, as amended, this plat has been reviewed and approved this ______________ day of _______________________, 20 _______. ________________________________________ Scott County Surveyor SCOTT COUNTY AUDITOR/TREASURER I hereby certify that the current and delinquent taxes on the lands described within are paid and the transfer is entered this _______________ day of ______________________, 20 _______. Scott County Auditor Scott County Treasurer Signed by _________________________________, Deputy SCOTT COUNTY RECORDER I hereby certify that this plat was recorded in the office of the County Recorder for record on this _______ day of _________________________, 20 ______, at ________ o'clock _____. M. as Document No. ___________________. _____________________________________ Scott County Recorder EXCEPTION NORTH LINE OF GOVERNMENT LOT 5 NORTH LINE OF GOVERNMENT LOT 4 313.00 363.00 50.00 30 0 . 0 0 60.00 50 . 0 0 60.00 S88°31'26"W 702.04 NORTH LINE OF THE SOUTH 13 ACRES OF GOVERNMENT LOT 4 WEST LINE OF GOVERNMENT LOT 4 22 9 . 1 6 NORTHWEST CORNER OF GEISTER HILLS EXCEPTION N89°44'08"W 2636.11 S0 0 ° 4 8 ' 5 9 " W 6 8 7 . 0 0 N89°11'01"W 363.00 S0 0 ° 4 8 ' 5 9 " W 1 8 5 . 0 0 S88°31'26"W 338.75 N0 0 ° 4 8 ' 5 9 " E 8 2 2 . 7 3 N89°40'37"W 608.65 N0 1 ° 2 1 ' 0 6 " E 2 6 7 ± S0 0 ° 4 8 ' 5 9 " W 2 1 1 ± 170TH STREET EAST MA R S C H A L L R O A D 2 3 5 4 6 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 OUTLOT A OUTLOT B OUTLOT C 1 1 1 2 2 2 3 3 3 1 2 3 4 4 45 5 5 6 6 6 7 7 8 8 9 10 11 12 13 14 15 16 17 18 19 CAMPBELL LAKE HIGHEST KNOWN WATER ELEVATION = 926.12 (NAVD 88) OUTLOT D CAMPBELL LAKE HIGHEST KNOWN WATER ELEVATION = 926.12 (NAVD 88) 97 . 2 6 72 5 . 4 7 897±S89°44'08"E 60.00 N83°41'39"E 83.30 Δ =1 4 °3 4 '3 6 " R =5 0 0 .0 0 1 2 7 .2 0 Δ =6 6 °18'22" R =6 7 .0 0 77.54 N2 ° 4 8 ' 4 1 " E 75 . 9 7 N1 4 ° 1 6 ' 5 5 " E 1 2 2 . 7 2 Δ=11°28'14" R=107.00 21.42 I N S E T B (SE E S H E E T 4 O F 4 ) 4 I N S E T A (SEE SHEET 3 OF 4) 313.00 363.00 30 0 . 0 0 60.00 50 . 0 0 60.00 S88°31'26"W 702.04 97 . 2 6 72 5 . 4 7 313.00 363.00 30 0 . 0 0 60.00 50 . 0 0 60.00 S88°31'26"W 702.04 97 . 2 6 72 5 . 4 7 WET LAND S89°44'08"E 1783.70 S89°44'08"E 408.85 CA M P B E L L C O U R T 168TH STRE E T EAST C A M P B E L L CURVE MA R S C H A L L C I R C L E S P R I N G V I E W LA N E SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 5. TOWNSHIP 114, RANGE 22, SCOTT COUNTY DRAINAGE AND UTILITY EASEMENT OVERALL OF OUTLOT D 9 10 DENOTES 1/2" IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN. DENOTES 1/2" BY 14" IRON MONUMENT SET MARKED BY LICENSE NUMBER 41905, UNLESS OTHERWISE SHOWN. THE SOUTH LINE OF THE SW 1/4 OF SECTION 5 HAS AN ASSUMED BEARING OF N89°44'08''W. NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2 INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF RECORDING THIS PLAT, MARKED BY LICENSE NUMBER 41905. 2 5 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 OUTLOT A 1 2 3 4 5 6 S89°45'42"E 246.60 S0 ° 1 4 ' 1 8 " W 2 9 5 . 7 9 N89°11'01"W 144.01 S0 ° 4 8 ' 5 9 " W 3 3 1 . 9 1 S0°15'52"W 6.85 Δ = 2 5 ° 2 9 ' 3 8 " R = 3 0 0 . 0 0 1 3 3 . 4 9 Δ = 2 5 ° 2 8 ' 0 4 " R = 3 0 0 . 0 0 1 3 3 . 3 5 Δ =18° 40'10" R=300.00 97.75 Δ=14°44'07"R=600.00 154.31 Δ=12°21'24"R=800.00 172.53 Δ=19°18'02"R=300.00 101.06 Δ=17°47'41"R=300.00 93.17 Δ = 2 15°00'00"R =6 0 .0 0 2 2 5 .1 5 S1 8 ° 5 4 ' 2 8 " W 5 3 . 8 3 Δ = 2 5 ° 2 9 ' 3 8 " 1 2 0 . 1 4 Δ = 2 5 ° 2 8 ' 0 4 " 1 4 6 . 6 8 N89°45'42"W 201.60 S89°45'42"E 203.60 N0 ° 1 4 ' 1 8 " E 1 8 7 . 2 2 Δ =18 ° 4 0'10" 106.88 Δ=13°30'12"148.01 S2 2 ° 5 1 ' 4 8 " W 2 3 6 . 0 2 N0 ° 4 8 ' 5 9 " E 1 2 5 . 4 5 S88°31'26"W 338.76 S0 ° 4 8 ' 5 9 " W 1 8 5 . 0 0 N89°11'01"W 263.00 S0 ° 4 8 ' 5 9 " W 1 6 6 . 4 0 N1 4 ° 1 6 ' 5 5 " E 1 2 2 . 7 2 N2 ° 4 8 ' 4 1 " E 7 5 . 9 7 N83°41'39"E 83.3 0 S89°44'08"E 408.85S89°44'08"E 60.00 S83°16'31"W 29 3 . 3 3 S79°20'36" W 2 9 6 . 5 3 N89°45'42"W 287.87 N89°45'42"W 272.90 N89°45'42"W 275.74 S0 ° 0 0 ' 0 0 " E 1 3 2 . 6 1 N0 ° 0 0 ' 0 0 " E 1 1 6 . 4 4 S77°28 ' 1 4 " E 1 3 2 . 6 0 N89°11'01"W 247.77 N89°11'01"W 268.63 N89°11'01"W 250.30 N89°11'01"W 216.32 S3 ° 1 0 ' 3 4 " W 2 2 8 . 6 4 N 4 1 ° 3 6 ' 0 2 " W 1 6 7 . 8 9 S83°04'32"E 1 1 8 . 6 1 S89°11'01"E 142.47 S89°11'01"E 159.85 S89°11'01"E 159.99 S89°11'01"E 159.99 S89°11'01"E 159.99 N89°45'42"W 160.05 N89°44'08"W 293.31 N47 ° 5 7 ' 1 0 " E 2 4 4 . 0 5 10 3 . 1 3 68 . 2 7 4 3 . 1 5 6 7 . 1 7 3 3 . 7 5 8 8 . 1 8 2 1 2 . 0 8 9 6 . 0 5 8 7 . 1 0 1 0 3 . 1 6 7 0 . 0 9 3 6 . 1 6 24 . 4 1 36 . 7 9 44 . 0 2 11 5 . 0 0 305.18 103.67 28 . 7 3 47 . 2 4 50 . 0 4 70 . 0 0 70 . 0 0 55 . 8 2 37 . 7 6 23 0 . 2 2 65 . 5 8 28 . 0 0 30 3 . 9 1 28.00 30.00 30.00 28 . 0 0 28 . 0 0 28 . 0 0 28 . 0 0 65.0565.0565.0562.9167.5613.13 65.00 65 . 0 0 65 . 0 0 59 . 7 9 4 2 . 0 9 3 9 . 7 0 67 . 5 0 101.01 65 . 0 0 34 . 2 3 47 . 5 6 36 . 4 0 65 . 0 0 65 . 0 0 65 . 0 0 16.00 16.00 159.99 S0 ° 4 8 ' 5 9 " W 1 8 2 . 4 0 S0 ° 4 8 ' 5 9 " W 1 7 2 . 8 7 S0 ° 4 8 ' 5 9 " W 1 5 1 . 6 8 S5 ° 3 4 ' 2 3 " W 1 3 3 . 7 9 S1 0 ° 1 2 ' 3 9 " W 1 2 2 . 2 9 Δ=15°20'38"72.84 Δ= 3 ° 5 7 ' 2 4 " 18 . 7 8 Δ=4°01'51"58.25 Δ=5°14'07"75.66 Δ=3°05'27"44.66 Δ=12°57'35" 61.52 88.63 Δ =18°40'10" 72.05Δ=12°35'11" 166.49Δ=12°21'24" Δ =10 ° 5 3 ' 4 2 " 5 1. 3 4 Δ = 1 4 ° 3 4 ' 2 1 " 6 8 . 6 7 Δ = 1 1 ° 5 3 ' 0 2 " 6 8 . 4 5 Δ = 1 3 ° 3 6 ' 3 5 " 7 8 . 3 9 4 3 . 2 9 Δ = 4 1 ° 2 0 ' 2 7 " 46.89 Δ = 44°46'36" 4 6 .8 9 Δ =4 4 °4 6 '3 6 " 43.43 Δ =41°28'30" Δ=23°36'29" 24.72 Δ=19°0 1 ' 2 2 " 19.92 Δ=17°47'41"101.87 Δ= 1 ° 1 3 ' 5 5 " 13 . 5 0 Δ= 4 ° 5 0 ' 0 6 " 22 . 9 5 4. 0 0 70.00 90.05 6.85N0°15'52"E 6.85 R =5 0 0 .0 0 1 2 7 .2 0 Δ =1 4 °3 4 '3 6 " R =6 7 .0 0 77.54 Δ =6 6 °18'22" R =18 0 9.5 6 6 5 . 01 Δ = 2 ° 0 3 ' 31" Δ = 0 ° 0 3 ' 0 9 " 0 . 4 6 Δ =1 4 °3 1 '2 7 "1 2 6 .7 5 Δ=1°09'11" 36.41 Δ=0°54'20" 28.60 Δ=11°2 8 ' 1 4 " R=107. 0 0 21.42 N 1 3 ° 4 6 ' 3 7 " W S1 8 ° 3 6 ' 4 0 " W 175.77 154.63 150.57 163.04 154.55 137.90 140.74 N0 ° 1 5 ' 5 2 " E 8 4 . 5 0 N 1 3 ° 2 2 ' 4 9 " W 8 4 . 1 3 N 2 3 ° 2 6 ' 1 5 " W 7 9 . 7 0 N2 ° 0 6 ' 5 6 " W 6 3 . 6 2 N0 ° 0 2 ' 1 9 " W 6 8 . 0 0 N0 ° 1 4 ' 1 8 " E 7 0 . 0 0 N1 9 ° 4 1 ' 4 1 " E 7 4 . 3 1 S0 ° 4 8 ' 5 9 " W 8 3 . 0 5 S1 4 ° 4 5 ' 2 1 " W 6 6 . 9 7 S1 4 ° 3 1 ' 1 9 " W 6 6 . 9 1 S1 3 ° 3 0 ' 3 5 " W 6 6 . 6 3 S 2 0 ° 2 3 ' 2 1 " E 1 5 2 . 1 7 S6 4 ° 2 6 ' 0 8 " E 1 6 0 . 6 5 N70°47 ' 1 6 " E 1 0 1 . 4 0 57 . 2 0 N3 1 ° 4 2 ' 3 0 " E 52 . 5 3 N1 9 ° 5 0 ' 5 3 " E 68 . 6 2 N3 0 ° 5 9 ' 3 6 " E 77 . 7 4 5 5 . 9 9 93.1 5 66.67 98.23 117.50 112.77 10.08 60.89 N0 ° 0 0 ' 0 0 " E 1 2 1 . 3 9 Δ=7°23'22"99.57 25 25 10 10 1515 1 0 1 0 1 0 1 0 S75°2 8 ' 5 6 " E 6 6 . 9 0 S80°35'36 " E 6 4 . 6 6 S89°01'29"E 68.09 S6 5 ° 3 5 ' 4 6 " E 39. 2 6 29.02 S89°22'31"E S 3 6 ° 1 1 ' 2 7 " E 3 8 . 7 2 30.83 N88°31'26"E 11 3 . 6 3 25 . 1 4 43 . 5 9 61 . 8 0 64 . 1 9 S89°22'31"E 65.00 10.21 DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT 2.29 Δ=2°59'15" 5.21 Δ=14°30'45" 25.33 Δ=17°3 0 ' 0 0 " 30.54 Δ = 9 0 ° 0 0 ' 0 0 " R = 1 5 . 0 0 2 3 . 5 6 Δ=9 0 ° 0 0 ' 0 0 " R=1 5 . 0 0 23. 5 6 Δ = 9 4 ° 2 5 ' 3 9 " R = 1 5 . 0 0 2 4 . 7 2 34.54Δ=6°02'02" 22.16Δ=2°13'11" S71° 4 1 ' 0 1 " E 6 0 . 0 0 N73°18 ' 5 9 " E 6 0 . 0 0 N1 8 ° 1 8 ' 5 9 " E 8 1 . 7 9 N 1 6 ° 4 1 ' 0 1 " W 8 1 . 7 9 S0 ° 1 4 ' 1 8 " W 5 6 . 0 0 S1 0 ° 4 9 ' 1 1 " W 5 6 . 0 0 28 28 28 28 28 28 28 28 28 28 28 28 28 28 2828 28 28 28 28 28 28 30 30 30 30 30 30 30 12.00 S89°45'42"E 2.00 168TH STREET EAST CAMPBEL CURVE MA R S C H A L L C I R C L E S P R I N G V I E W LA N E Δ=9 4 ° 2 5 ' 3 9 " R=15 . 0 0 24.7 2 BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES,UNLESS OTHERWISE INDICATED, AND 10 FEET IN WIDTH AND ADJOINING STREET RIGHT-OF-WAY LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED. DRAINAGE AND UTILITY EASEMENTS DENOTES 1/2" IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN. DENOTES 1/2" BY 14" IRON MONUMENT SET MARKED BY LICENSE NUMBER 41905, UNLESS OTHERWISE SHOWN. ARE SHOWN THUS 5 5 10 10 NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2 INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF RECORDING THIS PLAT, MARKED BY LICENSE NUMBER 41905 THE SOUTH LINE OF THE SW 1/4 OF SECTION 5 HAS AN ASSUMED BEARING OF N89°44'08''W. INSET A 3 4 6 OUTLOT B 1 1 1 2 2 2 3 3 3 4 45 5 6 6 7 7 8 8 9 10 11 12 13 14 15 16 17 18 19 CAMPBELL LAKE HIGHEST KNOWN WATER ELEVATION = 926.12 (NAVD 88) 4 9 10 OU T L O T C WET LAND S 8 3 ° 1 9 ' 1 1 " W 6 0 . 0 0 N6 1 ° 4 0 ' 4 9 " W 6 0 . 0 0 S8 9 ° 4 4 ' 0 8 " E 7 9 9 . 1 1 S16°59 ' 5 5 " E 9 4 . 2 1 S12°06'13 " E 6 6 . 5 4 S1°17'16"E 65.02S0°14'18"W 82.50 N8 9 ° 4 5 ' 4 2 " W 2 0 1 . 6 0 S8 9 ° 4 5 ' 4 2 " E 2 0 3 . 6 0 N0°14'18"E 187.22 S22 ° 5 1 ' 4 8 " W 2 3 6 . 0 2 N 6 2 ° 1 6 ' 2 8 " E 1 3 4 . 3 3 S 7 0 ° 4 1 ' 0 6 " W 2 1 6 . 9 6 N6 1 ° 4 0 ' 4 9 " W 1 9 1 . 1 6 S17° 0 9 ' 4 9 " W 2 8 9 . 1 5 N8 9 ° 4 5 ' 4 2 " W 1 4 8 . 1 4 N8 9 ° 4 5 ' 4 2 " W 1 4 8 . 1 4 N8 9 ° 4 5 ' 4 2 " W 1 5 3 . 3 2 N10°49' 1 1 " E 1 4 0 . 0 9 N7 9 ° 1 0 ' 4 9 " W 1 5 5 . 3 0 N7 9 ° 1 0 ' 4 9 " W 1 6 5 . 8 7 S8 9 ° 4 5 ' 4 2 " E 1 6 0 . 0 8 S8 9 ° 4 5 ' 4 2 " E 1 4 8 . 2 9 N0°14'18"E 153.85 N7 9 ° 1 0 ' 4 9 " W 1 3 6 . 7 6 S 7 9 ° 1 0 ' 3 7 " W 1 4 6 . 7 4 S10°49' 1 1 " W 4 4 1 . 4 6 S10°49' 1 1 " W 4 4 3 . 2 9 S2 3 ° 0 3 ' 0 0 " W 2 4 9 . 0 7 S24°3 5 ' 0 5 " E 3 4 2 . 3 4 S7 2 ° 1 3 ' 1 1 " E 2 8 4 . 4 3 S8 7 ° 3 8 ' 3 6 " E 2 5 4 . 3 4 S7 9 ° 1 0 ' 4 9 " E 2 4 7 . 4 7 N7 9 ° 1 0 ' 4 9 " W 2 4 1 . 5 1 S7 9 ° 1 0 ' 4 9 " E 3 2 4 . 3 2 N7 9 ° 1 0 ' 4 9 " W 3 5 6 . 9 9 N8 8 ° 5 6 ' 0 5 " E 2 6 0 . 0 1 N 7 9 ° 1 0 ' 3 7 " E 2 4 2 . 1 3 N 7 9 ° 1 0 ' 3 7 " E 2 4 8 . 1 6 N8 9 ° 4 5 ' 4 2 " W 1 3 6 . 0 7 N8 9 ° 4 5 ' 4 2 " W 1 5 0 . 1 1 N8 9 ° 4 5 ' 4 2 " W 1 6 2 . 2 5 5 5 .8 6 Δ =9 °4 5 '2 8 " Δ=11°5 3 '0 6 " 68.0 4 Δ =7 8 °5 6'19" 9 9 . 2 0 7 3 .4 0 Δ =15 °2 7 '4 4 " 29.34Δ=6°10'50" 4 9 .8 8 Δ = 4 7 ° 3 8'05" Δ = 4 7 ° 3 8'05" 4 9 . 8 8 Δ =4 7 °3 8 '0 5 " 4 9 .8 8 Δ =4 7 °3 8'05"4 9 .8 8 Δ= 2 4 ° 2 7 ' 3 8 " 25 . 6 2 Δ= 1 7 ° 3 0 ' 0 0 " 30 . 5 4 Δ= 1 5 ° 0 4 ' 5 8 " 26 . 3 2 Δ= 2 ° 2 5 ' 0 2 " 4. 2 2 N0°14'18"E 22.58 Δ =2 5 °2 9 '3 8 " R =2 7 0 .0 0 1 2 0 .1 4 Δ =2 5 °2 8 '0 4 " R =3 3 0 .0 0 1 4 6 .6 8Δ=18°40'10"R=328.00 106.88 Δ=13°30'12" R=628.00 148.01 N0°15'52"E 6.85 Δ =7 8 °5 6 '1 9 " R =1 0 0.00 137.77 Δ=21°38 '3 4 "R =3 0 0 .0 0 11 3 .3 2 Δ = 2 1 5 ° 0 0 ' 0 0 " R=60.00 2 2 5 .1 5 S10°49' 1 1 " W 3 8 6 . 1 2 S7 9 ° 1 0 ' 4 9 " E 2 9 7 . 2 3 S10°49'23" E 1 1 8 . 2 0 239.90 146.22 57 . 6 9 74 . 6 8 12 1 . 8 5 70.78 53.08 28.71 S2 8 ° 1 9 ' 1 1 " W 8 1 . 7 9 N6°40'49"W 81. 7 9 CAMPBELL LAKE HIGHEST KNOWN WATER ELEVATION = 926.12 (NAVD 88) CAMPBELL LAKE HIGHEST KNOWN WATER ELEVATION = 926.12 (NAVD 88) 68.0065.0054.22 11 8 . 0 0 14 7 . 4 3 8 4 .5 7 Δ =1 7 °5 6 '4 7 " 3 5 .5 7 Δ =7 °3 2 '5 1 " 6 7 .0 0 Δ =11 °3 7 '5 9 "4 5 .0 6 Δ =7 °4 9 '2 7 " Δ = 6 ° 0 0 ' 3 8 " 3 4 . 6 2 Δ= 1 ° 5 3 ' 0 2 " 10 . 7 8 67.50 12 4 . 8 9 41 . 4 4 Δ=3°39 ' 3 8 " 36.54 92 . 6 5 60 . 6 7 94.9053.10 65.00 83.00 11.9453.26 65.19 3.7966.1283.93 N0°14'18"E N4°09'37"W 70 . 4 5 13 3 . 1 4 13 5 . 0 0 56 . 1 6 S2 9 ° 1 6 ' 5 5 " W 6 6 . 6 9 S10°49' 1 1 " W 9 0 . 0 0 Δ = 9 0 ° 0 0 ' 0 0 " R = 1 5 . 0 0 2 3 . 5 6 Δ=90 ° 0 0 ' 0 0 " R=15 . 0 0 23.56 Δ=9 0 ° 0 0 ' 0 0 " R=1 5 . 0 0 23. 5 6 Δ = 9 0 ° 0 0 ' 0 0 " R = 1 5 . 0 0 2 3 . 5 6 Δ = 9 4 ° 2 5 ' 3 9 " R = 1 5 . 0 0 2 4 . 7 2 33.48 75.00 75.00 75.00 14.70 75.00 28.51 Δ = 1 6 ° 5 4 ' 0 9 " 3 7 . 7 6 Δ =6 2 °0 2'10" 138.59 S0°14'18"W 56.00 N0°48'55"E 106.98 N6°13'42"W 75.2 4 N15°30' 2 9 " W 1 1 4 . 7 4 N30° 5 8 ' 0 7 " W 1 6 4 . 4 5 N 3 4 ° 2 1 ' 2 9 " E 8 1 . 8 1 N 5 8 ° 3 9 ' 1 1 " E 1 1 1 . 7 3 N6°16'36"E 7 5 . 2 4 N7°09'44"W 56.25 N7°32'15"W 1 5 5 . 7 7 N16° 1 1 ' 1 9 " E 1 6 5 . 1 1 N 4 8 ° 1 6 ' 5 8 " E 1 5 3 . 4 7 S7 4 ° 1 3 ' 3 1 " E 2 9 9 . 6 9 S5 7 ° 0 4 ' 5 9 " E 1 8 7 . 8 6 S7 7 ° 3 1 ' 5 8 " E 6 5 . 0 3 S8 9 ° 1 1 ' 0 1 " E 7 0 . 1 5 S8 9 ° 1 1 ' 0 1 " E 7 5 . 9 6 2 4 ± 2 4 ± 2 3 ± 29 ± 68 ± 72 ± 34 ± 25 ± 24 ± 24 ± 29± 22± 21± 21± 25± 35± N0°48'59"E 214.63 214.63 42.63 214.57 92.34 136.38 S2°28'18"W 171.89 139 . 7 0 153.5 3 305.57 8 1 . 9 6 56 . 1 6 114 . 0 7 207.3 4 14 9 . 4 3 11 8 . 2 4 11 2 . 4 7 10 6 . 5 1 18 9 . 3 2 22 1 . 9 9 14 7 . 6 4 1 3 2 . 2 8 1 3 4 . 3 7 1 0 . 4 3 N11°15'15" W 1 0 1 . 7 5 N7°49'07"W 7 5 . 1 0 N8°21'26"W 8 9 . 4 2 N8°21'26"W 9 7 . 6 3 N10°49' 1 1 " E 7 5 . 0 0 N10°49' 1 1 " E 7 5 . 0 0 N10°49' 1 1 " E 7 5 . 0 0 N1°52'31"E 113.71 N 4 1 ° 3 5 ' 5 2 " E 1 5 7 . 4 9 N8 9 ° 1 3 ' 5 7 " E 1 5 7 . 4 9 S43 ° 0 7 ' 5 7 " E 1 5 7 . 4 9 S4°30'08"W 77.04 S18° 4 6 ' 0 9 " W 6 7 . 3 9 S 4 3 ° 0 7 ' 5 7 " E 2 2 . 4 8 S7 8 ° 4 3 ' 0 1 " E 6 5 . 0 0 S7 5 ° 3 1 ' 5 8 " E 7 7 . 2 3 S6 9 ° 5 8 ' 5 6 " E 7 5 . 9 3 DR A I N A G E AN D UT I L I T Y EA S E M E N T DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT B 10 10 10 10 25 25 10 10 65 2 ± S10°49' 1 1 " W 56.00 28 28 28 28 28 28 2 8 2 8 28.00 28.00 28.00 28.00 CAMPB E L L C O U R T 16 8 T H S T R E E T E A S T CAMPB E L L CU R V E SPRINGVIEW LANE S22 ° 5 1 ' 4 8 " W 2 7 5 . 3 1 Δ=5°40'39" 62.23 Δ=5°41'58" 62.47 Δ=0°39' 5 9 " 7.31 Δ= 1 ° 2 7 ' 3 6 " 16. 0 0 SURVEY LINE SUR V E Y L I N E S U R V E Y L I N E SURVEY LINE S U R V E Y L I N E SU R V E Y L I N E SU R V E Y L I N E SU R V E Y L I N E BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES,UNLESS OTHERWISE INDICATED, AND 10 FEET IN WIDTH AND ADJOINING STREET RIGHT-OF-WAY LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED. DRAINAGE AND UTILITY EASEMENTS DENOTES 1/2" IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN. DENOTES 1/2" BY 14" IRON MONUMENT SET MARKED BY LICENSE NUMBER 41905, UNLESS OTHERWISE SHOWN. ARE SHOWN THUS 5 5 10 10 NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2 INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF RECORDING THIS PLAT, MARKED BY LICENSE NUMBER 41905 THE SOUTH LINE OF THE SW 1/4 OF SECTION 5 HAS AN ASSUMED BEARING OF N89°44'08''W. INSET B DEVELOPMENT AGREEMENT CAMPBELL SHORES PROJECT #PDEV26-000021 This Development Agreement (“Agreement”) is entered into this ___ day of ________, 20__, by and between the City of Prior Lake, a Minnesota municipal corporation ("City"), and Campbell Shores, LLC (“Developer”). WHEREAS, Developer is the owner of property located within the City of Prior Lake, County of Scott, legally described on Exhibit A (“Property”); WHEREAS, Developer has applied to the City for Final Plat approval for the construction of sixty-two (62) single-family detached residential units on the Property; NOW, THEREFORE, in consideration of the City Council adopting Resolution No. ______ (“Resolution”) for Final Plat approval for the construction of sixty-two (62) single-family residential units and the related public improvements on the Property, Developer agrees to construct, develop and maintain the Property as follows: 1. RIGHT TO PROCEED. The City shall not issue a building permit and Developer shall not construct upon the Property in any manner, or begin the Development Work until all of the following Page 1 conditions have been satisfied: 1) the final Plat and this Agreement have been fully executed by all parties and recorded in the office of the Scott County Recorder or Registrar or Titles as applicable; 2) the necessary Security, deposits, fees and insurance have been received by the City, and 3) the City Engineer or his/her designee has issued a letter that all conditions have been satisfied and that the Developer may proceed. 2. PHASED DEVELOPMENT. This Agreement represents approval only of the units identified above and the related improvements set forth on the final Plat and Plans. It does not represent approval of any additional development including any proposed future phases. 3. DEVELOPMENT PLANS. A. The Property shall be developed in accordance with the final plans identified below, subject to such changes and modifications as provided herein (“Plans”). The Plans shall not be attached to this Agreement, but are incorporated by reference and made a part of this Agreement as if fully set forth herein. If the Plans vary from the written terms of this Agreement, the more specific or stringent controls shall apply. The Plans are: Plan A -- Final Plat as stamped approved by the City Engineer or his/her designee (Prepared by Probe Engineering Company, Inc.) subject to the changes and modifications set forth in the Resolution. Plan B -- Final Grading, and Erosion Control Plan(s) including Storm Water Pollution Prevention Plan (“SWPPP”) as stamped approved by the City Engineer or his/her designee (Prepared by Probe Engineering Company, Inc.) Plan C -- Plans and Specifications for Developer Installed Public Improvements as stamped approved by the City Engineer or his/her designee (Prepared by Probe Engineering Company, Inc.) Plan D -- Landscape Plan as stamped approved by the City Community Development Director or his/her designee (Prepared by Probe Engineering Company, Inc.) B. In addition, Developer shall grade, construct upon, and improve the Property pursuant to all requirements of this Agreement, the Resolution, the Prior Lake City Code, the City's Public Works Design Manual (“PWDM”), and the direction of City Manager or his/her designee. All improvements and other work required by the Plans, the Developer Installed Public Improvements, and such other work as Page 2 is required by this Agreement, the Resolution or the documents or parties identified above are hereafter referred to as the "Development Work." Developer shall be responsible for all costs related to the Development Work. 4. DEVELOPER INSTALLED PUBLIC IMPROVEMENTS. A. The Developer shall install and pay for the public improvements identified in the Plans, hereinafter referred to as the “Developer Installed Public Improvements”, which may include but are not limited to: Sanitary Sewer System, Water System, Storm Sewer, Streets, Concrete Curb and Gutter, Street Lights, Site Grading and Ponding, Underground Utilities, Traffic Control Signs, Street Signs, Setting of Iron Monuments, Sidewalks, Trails, and Boardwalks, Landscaping and Wetland Buffer Signage. All Develoepr Installed Public Improvements shall be dedicated or conveyed to the public, and shall be located within public property, right-of-way, or easement dedicated to the public. B. Developer shall complete all Developer Installed Public Improvements and obtain the City Council’s written acceptance of the Developer Installed Public Improvements no later than December 31, 2027. The December 31, 2027 deadline may be extended, with written approval by the City Engineer, due to a delay in the Scott County CSAH 12 / CSAH 17 intersection improvement project which impacts the Developer’s ability to complete the Developer Installed Public Improvements. The final wear course on st streets shall be installed by October 31 of the same year the base layer of asphalt is installed. If the final wear course is not installed by the date required herein, no additional building permits shall be issued for the Property until the punch list is complete and the final wear course installed. All punch list items shall be completed before the final wear course is installed in order to allow for inspection. Any modifications to this section are to be proposed in writing and approved by the City Engineer. C. Developer shall mark and label the GPS coordinates of the Developer Installed Public Improvements as the improvements are constructed. All of the following items must be marked and labeled and the data provided to the City in a form compatible with ArcGIS. Page 3  Watermain – bends, tees, valves, crosses, sleeves, services corps, curb stops, future stubs.  Sanitary sewer – manholes, service wyes, service stubs, cleanouts, future sanitary sewer stubs.  Storm Sewer – manholes, catchbasins, outlet structures, flared end sections, cleanouts, tile, valves.  Signs – all developer installed signs and type of sign. The City Council will not accept the Devleoper Installed Pubilc Improvements unless the GPS coordinates for all of the listed items are provided. If Developer fails to provide the required coordinates, Developer will be required to re-access the improvements, mark and label the GPS coordinates and then restore the improvements. D. As a condition of the City Council’s acceptance of the Developer Installed Public Improvements, the Developer’s engineer shall by written letter certify to the City that the Developer’s engineer made reasonable inspections of the Developer Installed Public Improvements and that the Developer Installed Public Improvements were built in accordance with this Agreement. E. Upon the City Council’s written acceptance, by City Council Resolution, of the Developer Installed Public Improvements, the Developer Installed Public Improvements shall automatically become property of the City without further notice or action. The Developer shall be responsible for all maintenance of the Developer Installed Public Improvements until written acceptance by the City Council. F. Under no circumstances shall Developer charge or assess, directly or indirectly, any fee, charge, assessment or consideration, to any party, for connection or access to, or service by, any Developer Installed Public Improvement. 5. PROJECT TESTING. The Developer is responsible, at the Developer’s sole cost, to provide testing to certify that Developer Installed Public Improvements were completed in compliance with the Plans. The personnel performing the testing shall be certified by the Minnesota Department of Transportation. The City Engineer or his/her designee has the sole discretion to determine if additional testing is necessary. The cost of additional testing is to be paid by the Developer. Page 4 6. FINAL PLAT AND AS-BUILTS. A. Within 30 days after the completion of the Developer Installed Public Improvements, Developer shall supply the City a complete set of reproducible “as constructed” plans, and four complete sets of blue line “as constructed” plans, all prepared in accordance with City standards. In addition, Developer shall provide the City with an as-built grading plan and a certification by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. The Security shall not be released until the as-builts have been received by the City. The as-built plans shall include field verified elevations of the following: a) cross sections of ponds, b) location and elevations along all swales and ditches, and c) lot corners and house pads. The Developer shall also submit a land tabulation certified by a registered engineer showing that all pads have been corrected in accordance with project specifications. B. The Developer shall submit the final Plat in electronic format. The electronic format shall be compatible with the City's current software. In addition, upon completion of the project the Developer shall provide the City with as-built utility plans in electronic format compatible with the City’s current software and with layers, colors, and line-types formatted in accordance with City standards. Additionally, three (3) full size (22 X 34 inch) paper copies and one (1) reduced (11 X 17 inch) copy shall be certified and submitted to the City. 7. MONUMENTS. Before the Security is released, Developer shall install iron monuments in accordance with Minn. Stat. §505.021. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 8. WARRANTY. Developer warrants all Developer Installed Public Improvements against any defects, poor material and faulty workmanship for a period of two years after its completion by Developer and acceptance by the City Council. Any replacement work shall be so warranted for two years after its completion by Developer and acceptance by the City Council. Both the Developer Installed Public Page 5 Improvement warranty period described in this paragraph and the landscape warranty period described in paragraph 20 below are hereinafter referred to as the “Warranty Period”. 9. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a non-revocable license to enter the Property to perform all work and inspections deemed appropriate by the City in conjunction with the development of the Property. 10. EROSION CONTROL. A. Developer shall be responsible for constructing and maintaining all grading, storm water/drainage infrastructure, and erosion control in compliance with the Plans, the City Engineer or his/her designee’s requirements, and the individual building/grading plan for each specific lot, until the later of: (i) such time as the City Council has accepted the Developer Installed Public Improvements in writing; or (ii) a certificate of occupancy has been issued for each specifc lot. B. Developer shall install silt fence prior to lot construction to avoid erosion to adjoining properties, public sidewalk or the public street; locate all garbage roll offs and dumpsters, or cause the same to be located, on the Property and not on public property; and install protection at catch basins to prevent silt and debris from entering the storm sewer. C. Developer shall seed or lay cultured sod in all boulevards and restore all other areas disturbed by the Development Work within thirty (30) days of the completion of street related improvements. Boulevard and Area Restoration shall be in accordance with the approved erosion control plan and SWPPP. No building permits will be issued until the Developer has installed silt-fence behind the curb of all buildable lots, other than for the six (6) model home permits as allowed below. Developer shall be responsible for the maintenance of any silt fence installed. Upon request of the City Engineer or his/her designee, the Developer shall remove the silt fences after turf establishment. D. Prior to initiating site grading, the erosion control plan and SWPPP shall be implemented by the Developer and inspected and approved by the City Engineer or his/her designee. The City Engineer Page 6 or his/her designee may require the Developer, at no cost to the City, to install additional erosion control measures if they are necessary to meet erosion control objectives. All areas disturbed shall be reseeded immediately after the completion of the work in that area. All seeded areas shall be mulched and disc anchored as necessary for seed retention. E. No development, utility or street construction will be allowed unless the Property is in full compliance with the erosion control requirements. th 11. CONSTRUCTION ACCESS. Construction traffic access is restricted to 170 Street SE and Langford Avenue. No construction traffic is permitted on other adjacent local streets. 12. SCOTT COUNTY PROJECT COORDINATION. Any closure, restriction, modification, or temporary alteration of 170th Street associated with the Development Work that may affect access to Springview Meadows, located south of 170th Street, shall be coordinated with and approved by the City and Scott County prior to commencement of such work. Developer shall coordinate its construction schedule, access, traffic control, and staging with the City and Scott County as necessary to maintain appropriate access to Springview Meadows during construction. Developer shall not commence Development Work within the th 170 Street East right-of-way until the City has issued written notice to proceed. 13. IMPROVEMENTS REQUIRED BEFORE ISSUANCE OF BUILDING PERMITS. A. Wetland Buffer Signage must be installed prior to the issuance of any building permits, other than for the six (6) model home permits as allowed below, within the Property and in accordance with the requirements of the Public Works Design Manual. B. A Temporary Certificate of Occupancy may be issued for six (6) model homes as allowed below upon the completion of a base course of asphalt. A temporary or permanent certificate of occupancy shall not be issued for any other building on the Property until water and sanitary sewer improvements have been installed and the streets have been completed and said improvements have been inspected and determined by the City Engineer or his/her designee to be available for use. Page 7 C. Notwithstanding any other provision of this Agreement, the City will issue a building permit for up to six (6) model homes and a temporary parking lot upon Developer’s compliance with the following requirements: (1) approval of the building plans by the Building Official; (2) approval of a site survey for the model home(s) and parking lot(s) by the City Community Development Director, (3) presence of a paved street within 300 feet of a model home and presence on said paved street of a fire hydrant within 300 feet of a model home and approval by the Fire Chief. Temporary Certificates of Occupancy may be issued for the six (6) model homes based on compliance with the conditions above. No permanent or temporary certificates of occupancy shall be issued for any other unit until both lifts of bituminous pavement have been installed and the water and sanitary sewer improvements have been inspected and determined by the City Engineer or his/her designee to be available for use. 14. CONSTRUCTION OBSERVATION. The City’s authorized personnel or contractors shall provide construction observation during the installation of the Developer Installed Public Improvements in accordance with the PWDM. These services by the City shall include: A. Construction observation during installation of required Developer Installed Public Improvements, which include grading, sanitary sewer, water main, storm sewer/ponding and street system. B. Documentation of construction work and all testing of Developer Installed Public Improvements. C. Field document as-built location dimensions for sanitary sewer, water main and storm sewer facilities. The Developer’s Engineer is responsible for data collection and preparation of as-built record plans. D. Erosion Control SWPPP Inspections until site is permanently established or all lots have completed sale. 15. DEDICATIONS, CONVEYANCES, EASEMENTS AND VACATIONS. A. Developer shall convey to the City, through dedication in the final Plat or a separate conveyance document, fee title or an easement (whichever is required by the City Attorney), all of the Page 8 following: (i) the property encompassing all Developer Installed Public Improvements, (ii) property necessary for all public and private connections and access to all Developer Installed Public Improvements, (iii) property for streets, sidewalks, and trails identified in the Plans; (iv) any property for park dedication, and (v) all other property interests, conveyance of which is required by this Agreement. B. Developer shall obtain the written approval of the City Attorney and the City Engineer or his/her desingee of the form of the conveyance documents and the location of all easements or fee title conveyances required by this Agreement. C. With respect to any interest in all portions of the Property which Developer is required, pursuant to this Agreement, to dedicate or convey to the City ("Dedicated Property"), Developer represents and warrants as follows now and at the time of dedication or conveyance: (i) that Developer has marketable fee title free and clear of all mortgages, liens, and other encumbrances to the Dedicated Property. Prior to final plat approval, Developer shall provide to the City a current title insurance policy insuring such a condition of title; (ii) that Developer has not used, employed, deposited, stored, disposed of, placed or otherwise allowed to come in or on the Dedicated Property, any hazardous substance, hazardous waste, pollutant, or contaminant, including, but not limited to, those defined in or pursuant to 42 U.S.C. § 9601, et. seq., or Minn. Stat., Sec. 115B.01, et. seq. (such substances, wastes, pollutants, and contaminants hereafter referred to as "Hazardous Substances"); (iii) that Developer has not allowed any other person to use, employ, deposit, store, dispose of, place or otherwise have, in or on the Property, any Hazardous Substances; and (iv) that to the best of its knowledge, Developer warrants that no previous owner, operator or possessor of the Property deposited, stored, disposed of, placed or otherwise allowed in or on the Property any hazardous substances. D. Developer shall convey to the City via Warranty Deed and at no cost to the City, fee title to Outlots A, B, C, D as shown on the Final Plat. Page 9 E. Developer agrees to indemnify, defend and hold harmless City, its successors and assigns, against any and all loss, costs, damage and expense, including reasonable attorneys’ fees and costs, that the City incurs because of the breach of any of the above representations or warranties and/or resulting from or due to the release or threatened release of Hazardous Substances which were, or are claimed or alleged to have been, used, employed, deposited, stored, disposed of, placed, or otherwise located or allowed to be located, in or on the Dedicated Property by Developer, its employees, agents, contractors or representatives. 16. DEPOSITS/ESCROWS. A. Deposit for Legal Fees. Developer shall be responsible for all reasonable legal fees incurred by the City relating to revisions and amendments to and enforcement of this Agreement. Developer shall make a cash deposit with the City for legal fees incurred by the City. If the cash deposit is exhausted, the City Engineer or his/her designee may require that Developer submit additional funds to replenish the cash deposit. Alternatively, the City Engineer or his/her designee may invoice the Developer direclty for such costs and Developer shall pay all such invoices within ten (10) days of receipt. City may cease all work and review of the Development Work until the invoice is paid and/or the cash deposit is replenished. Any balance remaining in the cash deposit after the expiration of the Warranty Period shall be returned to the Developer. B. Construction Observation Deposit. Developer shall be responsible for all construction observation costs incurred by the City relating to this Agreement. Developer shall make a cash deposit with the City for construction observation. If the cash deposit is exhausted, the City Engineer or his/her designee may require that Developer submit additional funds to replenish the cash deposit. Alternatively, the City Engineer or his/her designee may invoice the Developer directly for such costs and Developer shall pay all such invoices within ten (10) days of receipt. City may cease all work and review of the Development Work until the invoice is paid and/or the cash deposit is replenished. Any balance remaining Page 10 in the cash deposit after the City Council’s final acceptance of the Developer Installed Public Improvements shall be returned to the Developer. 17. FEES AND CHARGES. Developer shall pay the fees and charges identified below, set forth in the City Fee Schedule and described in detail in Exhibit B prior to any work occurring on the Property. Fees and charges are nonrefundable. Such fees and charges may include but are not limited to the following: A. Administrative Fee. Developer shall pay to the City an Administrative Fee based on construction cost estimates to reimburse the City for costs incurred. B. Park Dedication Fee. Prior to release of the final Plat, Developer shall pay cash park dedication fees for the Property as required by City Code in effect as of the date of the plat approval. C. Tree Preservation and Replacement. D. Trunk Storm Water Acreage Charge. E. Trunk Water Acreage Charge. F. Trunk Sewer Acreage Charge. G. Street Light Operational Costs. H. Chip Seal Fee. 18. MAINTENANCE OF PLATTED LOTS. Developer shall provide ongoing maintenance of all platted lots on the Property, including but not limited to mowing and weed control, sidewalk clearing (ice, snow, building materials, eroded materials, and other debris), storm water and erosion control, and other maintenance issues for which the Developer receives notice from the City Manager or his/her designee. Developer’s obligations pursuant to this paragraph shall continue until the later of: (i) such time as the City Council has accepted the Developer Installed Public Improvements in writing; or (ii) until each specific lot is sold. Page 11 19. OVERSIZING. A. Oversizing is the construction of a Developer Installed Public Improvement to City specifications that exceeds those that would be required of the Developer in order to serve additional development. Oversizing improvements include, but are not limited to, sanitary sewer, water, storm drainage facilities, and road improvements. If the City Engineer or his/her designee determines that oversizing is required for sanitary sewer, water or storm drainage, the City shall reimburse the Developer for the costs associated with this work. City and Developer agree that the cost of system oversizing to be reimbursed to the Developer is based upon the following: a cost estimate by the City Engineer or his/her designee based on an engineer’s estimate or contractors bid to be provided by the Developer; and application of the City's Assessment Policy based on a final engineering design. B. Notwithstanding the foregoing, costs, reimbursements, credits, and transfers associated with the Scott County CSAH 12 / CSAH 17 intersection improvement project and oversizing paid to Developer by City and Scott County shall be allocated as shown in Exhibit C to this Agreement. Exhibit C shall identify the applicable obligations and transfers between Scott County, City and Developer. No additional compensation will be paid to the Developer in the event that actual oversizing construction costs exceed the estimates identified in Exhibit C. 20. LANDSCAPING (Single-Family Residential). In accordance with the City Subdivision Code, each residential lot on the Property must have at least two (2) front yard trees. The City shall not issue a building permit for a lot until two (2) front yard trees are planted or retained and a cash escrow or letter of credit for the lot in question’s landscaping is provided to the City. The City shall not issue a certificate of occupancy for a lot until the front yard, boulevard, and side yards to the rear of every structure have been sodded, weather permitting. If the required landscaping is not installed, the City is granted a right of entry to enter upon the lot and install the landscaping using the escrowed funds or letter of credit. Upon satisfactory Page 12 completion of the landscaping on the lot, the escrowed funds less any draw made by the City, shall be returned to the person who deposited the funds with the City. 21. LANDSCAPING. Landscaping for the Property shall comply with Plan D. Developer shall warrant all required trees, whether the trees are to be retained or planted, for one (1) year from the later of: (i) the planting of the tree; or (ii) the issuance of a certificate of occupancy to the lot upon which the tree is located. A tree replaced under this warranty shall be warranted an additional one (1) year from the date of the planting of the replaced tree. In additional to all other security required under this Agreement, Developer shall provide to the City a cash escrow or letter of credit in the amount specified in Exhibit B to secure the planting and retainage of the required trees and to secure this warranty. If Developer fails to plant or retain the required trees or fails to comply with this warranty, the City may draw upon the escrowed funds or letter of credit to plant or replace required trees. Developer may periodically request reductions of the escrowed funds or letter of credit and the City Engineer or his/her designee may approve such a request in an amount of the value of each healthy tree for which the warranty has expired as determined by the City Engineer or his/her designee. No tree plantings shall be placed within five (5) feet of a sanitary sewer, storm sewer, or water main line. All plantings permitted in public right-of-way/boulevard areas shall be placed a minimum four (4) feet behind the curb, be of deciduous species (no coniferous species), and be located outside of a fifty (50) foot sight triangle at street corners. 22. SECURITY. A. To guaranty compliance with the terms of this Agreement, Developer shall furnish the City an irrevocable letter of credit or other security deemed acceptable to the City Attorney and City Engineer or his/her designee (“Security”) in the following amounts: i. 125% of projected costs for the Developer Installed Public Improvements which will be completed by the Developer as certified to by a registered engineer and approved by the City Engineer or his/her designee. ii. 125% of projected costs for the grading, drainage, wetland and erosion control plan, including storm water calculations from proposed impervious surfaces which will Page 13 be completed by the Developer as certified by a registered engineer and approved by the City Engineer or his/her designee. iii. 125% of projected costs for the landscape plan, as certified by a registered engineer and approved by the City Engineer or his/her designee. B. This, and any other breakdown, is for establishing the amount of the Security not a restriction on the use of the Security. All Security held by the City may be used in any manner allowed by this Agreement, to reimburse the City for any costs incurred related to this Agreement and the project, and/or to cure any breach of this Agreement. C. The Security shall be in the form attached hereto as Exhibit D or other form as approved by the City Attorney in writing and shall be from a bank approved by the City Attorney. The bank shall be authorized to do business in the State of Minnesota. The Security shall extend through completion, acceptance by the City Council and the Warranty Period of the Developer Installed Public Improvements. D. In the event that Developer fails to comply with the terms of this Agreement (“breach”), the City may draw on the Security in whole or in part without notice by delivering or mailing by certified mail to the issuer a statement identifying the amount of the draw and reason for the draw. In addition, if the Development Work is not completed at least 30 days prior to the expiration of the Security, the City may draw on the Security in the same manner. The City shall not be under any obligation to cure any breach of the terms of this Agreement with the proceeds from the Security, but may, at the City’s sole option, cure the breach or retain the proceeds from the Security until Developer cures the breach. In the event the breach is fully cured by Developer, the City shall then release to Developer such retained draw proceeds, less any expenses incurred by the City as a result of the breach (including but not limited to engineer’s, attorney’s, and other consultant fees and costs). E. If the City makes a draw on the Security, Developer shall immediately replenish the Security to an amount then sufficient to cure any breach plus 125% of the cost of all Development Work then remaining for which the Security was required. Page 14 F. The City Engineer or his/her designee may, from time to time, and only if Developer is otherwise in compliance with all terms of the Agreement, approve a reduction in the amount of the Security based upon work completed. The City shall at all times throughout construction and the Warranty Period maintain a minimum $50,000 or 10% of the Development Work for which Security was required, whiciever is greater. 23. CLEAN UP AND DAMAGE: A. Developer assumes full financial responsibility for any damage which may occur to public property including but not limited to streets, street sub- base, base, bituminous surface, curb, utility system including but not limited to water main, sanitary sewer or storm sewer when said damage occurs as a result of the activity which takes place during the development of the Property. Developer further agrees to pay all costs required to repair the streets, utility systems and other public property damaged or cluttered with debris when occurring as a direct or indirect result of the construction that takes place on the Property. B. Developer shall clean the streets every day or as required by the City Engineer or his/her designee. C. Developer agrees that any damage to public property occurring as a result of construction activity on the Property shall be repaired immediately if deemed to be an emergency by the City Engineer or his/her designee. Developer further agrees that any damage to public property as a result of construction activity on the Property shall be repaired within 14 days if not deemed to be an emergency by the City Engineer or his/her designee. 24. NON-INTERFERENCE WITH ADJOINING PROPERTIES. All work performed by Developer and Developer’s contractors and subcontractors shall be performed exclusively upon the Property. Any work related to roads, trails, drainage, and utility improvements, which are specified herein to occur on land outside the Property, shall occur exclusively within the appropriate easement boundaries for such work. In no event shall any work performed by Developer or Developer’s contractors and Page 15 subcontractors interfere with other properties, right-of-ways, or easements. 25. DEVELOPER’S RESPONSIBILITY FOR CODE VIOLATIONS: In the event of a violation of City Code relating to use of the Property during construction thereon or failure to fulfill an obligation imposed upon the Developer pursuant to this Agreement, City shall give 72 hour notice of such violation in order to allow a cure of such violation, provided however, City need not issue a building or occupancy permit for construction or occupancy on the Property while such a violation is continuing, unless waived by the City Engineer or his/her designee. The existence of a violation of City Code or the failure to perform or fulfill an obligation required by this Agreement shall be reasonably determined by the City Manager or his/her designee. 26. DEVELOPER'S RESPONSIBILITY FOR ITS CONTRACTORS: Developer shall release, defend and indemnify City, its elected and appointed officials, employees and agents from and against any and all claims, demands, lawsuits, complaints, loss, costs (including attorneys’ fees), damages and injunctions relating to any acts, failures to act, errors, omissions of Developer or Developer's consultants, contractors, subcontractors, suppliers and agents. Developer shall not be released from its responsibilities to release, defend and indemnify because of any inspection, review or approval by City. 27. RESPONSIBILITY FOR COSTS. Except as otherwise specified herein, Developer shall pay all costs incurred by it or the City in conjunction with the development of the Property, including, but not limited to, legal, planning, engineering, design, development, construction, clean up, repair, easement and land acquisition, and inspection expenses incurred in connection with (i) review, approval, denial, and implementation of zoning, CUP, platting, site and building plan, and any other reviews, approvals, or denials by the City and any other reviewing authority; (ii) the Developer Installed Public Improvements; (iii) the Property; (iv) the preparation and review of the Agreement and other documents referred to in the Agreement or related to the Development Work; and (v) enforcing the terms of this Agreement. Developer shall pay in full all bills submitted to it by the City, in accordance with this Agreement, within 30 days Page 16 after receipt. 28. DEVELOPER'S DEFAULT. A. Definition. In the context of this Agreement, “Event of Default” shall include, but not be limited to, any one or more of the following events: (1) failure by the Developer to pay in a timely manner, all fees, charges, taxes, claims and liabilities, including but not limited to all real estate property taxes, utility charges, and assessments with respect to the Property; (2) failure by the Developer to construct the Developer Installed Public Improvements pursuant to the terms, conditions and limitations of this Agreement; (3) failure by the Developer to observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; (4) transfer of any interest in the Property without prior written approval by the City Council (for the purpose of this paragraph, the sale of a lot, except an outlot, to a builder is not an event of default); (5) failure to correct any warranty deficiencies; (6) failure by the Developer to reimburse the City for any costs incurred by the City or to pay when due the payments required to be paid or secured in connection with this Agreement; (7) failure by the Developer to renew the Security at least thirty (30) days prior to its expiration date; (8) receipt by the City from the Developer’s insurer of a notice of pending termination of insurance; (9) failure to maintain a current insurance certificate on file with the City meeting City requirements; (10) failure to maintain the required insurance, bonds or Security; (11) a breach of any provision of this Agreement; (12) if any representation made by Developer in this Agreement, is inaccurate, either when made or at a later date; (13) failure by Developer to pay its debts as they become due, the voluntary or involuntary filing of a petition in bankruptcy, an assignment by Developer for the benefit of its creditors, or the appointment of a receiver for (a) Developer; (b) all or any substantial portion of Developer’s assets; (c) the Property; or (14) if Developer is in default under any mortgage or other pledge, guaranty or security agreement. Page 17 B. Event of Default - Remedies. Whenever an Event of Default occurs, the City, through the City Manager, City Engineer, City Community Deveopment Director, City Attorney or any of their designees, may take any one or more of the following actions: 1. The City may suspend its performance under this Agreement. 2. The City may draw upon or bring action upon any or all of the securities provided to the City pursuant to any of the terms of this Agreement. 3. The City may take whatever action, including legal or administrative action, which may be necessary or desirable to the City to collect any payments due under this Agreement or to enforce performance and/or observance of any obligation, agreement or covenant of Developer under this Agreement. 4. The City may suspend issuance of building permits and/or certificates of occupancy on any of the lots, including those lots sold to third parties. 5. The City may suspend the release of any escrowed dollars. 6. The City may use deposit or escrow dollars or other security to satisfy any outstanding financial obligations to the City including but not limited to all real estate property taxes, utility charges, and assessments with respect to the Property; 7. The City is hereby granted the option, but not the obligation, to complete or cause completion in whole or part of all of the Developer’s obligations under this Agreement. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Property and cure the default, including but not limited to, completion of the Development Work. When the City does any such work all costs incurred by the City in performing such work shall be recoverable by it from the Security, and shall also constitute a lien on the Property, and the City may, in addition to its other remedies, collect the costs in whole or in part as special assessments as specified in Chapter 429 of the Minnesota Statutes. Developer knowingly and voluntarily waives all rights to appeal said special assessments under Minnesota Statutes Section 429.081. Page 18 C. Notice. In a non-emergency, Developer shall first be given written notice of the Event of Default not less than 48 hours prior to City’s curing the default or exercising a remedy, or such other period of time as the City, in its sole discretion, deems reasonable under the circumstances. If, in the City’s judgment, an Event of Default results in a threat to the public health, safety or welfare, the City may act to correct the default without notice. D. Election of Remedies. No remedy conferred in this Agreement is intended to be exclusive and each shall be cumulative and shall be in addition to every other remedy. The election of any one or more remedies shall not constitute a waiver of any other remedy. The City may, but is not obligated to, exercise any of the remedies referred to in this paragraph 27. 29. NOTICES. A. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by United States mail at the following address: 16154 Main Avenue SE Suite #110 E, Prior Lake, MN, 55372. Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by United States mail in care of the City Manager at the following address: City of Prior Lake, 4646 Dakota Street SE, Prior Lake, Minnesota 55372. Concurrent with providing notice to the City, notice(s) shall be served upon the City Attorney at the following address: Campbell Knutson, Grand Oak Office Center I, 860 Blue Gentian Road, Suite #290, Eagan, MN 55121. B. Notices shall be deemed effective on the date of receipt. Any party may change its address for the service of notice by giving written notice of such change to the other party, in any manner above specified, 10 days prior to the effective date of such change. C. Notice related to an Event of Default shall include the following: (1) the nature of the breach of the term or condition that requires compliance by the Developer, or the Event of Default that has occurred; Page 19 (2) what the Developer must do to cure the breach or remedy the Event of Default; and (3) the time the developer has to cure the breach or remedy the Event of Default. 30. INDEMNIFICATION. Developer shall indemnify, defend, and hold the City, its Council, agents, employees, attorneys and representatives harmless against and in respect of any and all claims, demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages, recoveries, and deficiencies, including interest, penalties, and attorneys’ fees, that the City incurs or suffers, which arise out of, result from or relate to this Agreement or the Development Work. The responsibility to indemnify and hold harmless the City, its Council, agents, employees, attorneys and representatives does not extend to any willful or intentional misconduct on the part of any of these individuals. 31. NO THIRD PARTY RECOURSE. The City and Developer agree that third parties shall have no recourse against the City under this Agreement. The Developer agrees that any party allegedly injured or aggrieved as a result of the City Council’s approval of the final Plat shall seek recourse against the Developer or the Developer’s agents. In all such matters, including court actions, the Developer agrees that the indemnification and hold harmless provisions set out in paragraph 29 shall apply to said actions. This Agreement is a contract agreement between the City and the Developer. No provision of this Agreement inures to the benefit of any third person, including the public at large, so as to constitute any such person as a third-party beneficiary of the Agreement or of any one or more of the terms hereof, or otherwise give rise to any cause of action for any person not a party hereto. 32. INSURANCE REQUIREMENTS. Developer, at its sole cost and expense, shall take out and maintain or cause to be taken out and maintained, until the expiration of the Warranty Period, a policy of insurance with limits for bodily injury, death, and property damage of not less than $1,000,000.00 per occurence and $2,000,000.00 aggregate. The City, its elected and appointed officials, officers, employees, planners, engineers, attorneys, and agents shall be named additional insureds on any such policy. The Page 20 insurance certificate shall provide that the City shall be given 30 days advance written notice before any modification, amendment or cancellation of the insurance becomes effective. 33. FINAL PLAT AND DEVELOPMENT AGREEMENT. The final Plat and Agreement shall be recorded with the Scott County Recorder or Registrar of Titles, as applicable within 90 days of approval by the City Council. The final plat shall be considered void if not recorded within the 90 days provided for herein unless a request for a time extension is submitted in writing and approved by the City Council prior to the expiration of the 90-day period. 34. RECONSIDERATION OR RESCISSION. If Developer fails to proceed in accordance with this Agreement within twenty-four (24) months of the date hereof, Developer, for itself, its successors, and assigns, shall not oppose the City’s reconsideration and rescission of all approvals issued in connection with this Agreement, thus restoring the status of the Property before the Agreement and all such approvals. 35. SIGNS. The Developer hereby waives any claim against the City for removal of signs placed in the right-of-way in violation of the City Code or State Statutes. The City shall not be responsible for any damage to, or loss of, signs removed. 36. MISCELLANEOUS. A. Compliance With Other Laws. The Developer represents to the City that the Plat and the Developer in performing all work under this Agreement shall comply with all county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City Engineer or his/her designee or the City Attorney determines that the Plat or Developer is not in compliance, the the City Engineer or his/her designee or the City Attorney may, at his/her option, refuse to allow construction or Development Work on the Property until the Developer does comply. Upon such demand, the Developer shall cease work until there is compliance. Page 21 B. Permits. The Developer shall obtain all necessary approvals, permits and licenses from the City, and any other regulatory agencies and the utility companies. All costs incurred to obtain said approvals, permits and licenses, and also all fines or penalties levied by any agency due to the failure of the Developer to obtain or comply with conditions of such approvals, permits and licenses, shall be paid by the Developer. C. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Agreement. D. Amendments. There shall be no amendments to this Agreement unless in writing, signed by the parties and approved by resolution of the City Council. E. Waiver. Failure of the City to require performance of any provision of this Agreement shall not affect its right to require full performance of this Agreement at any time thereafter and the waiver by the City of a breach of any such provision shall not be a waiver of any subsequent breach and shall not nullify the effectiveness of such provision. F. Assignment. The Developer may not assign this Agreement without the prior written approval of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire Property, or any part of it. G. Interpretation. This Agreement shall be interpreted in accordance with and governed by the laws of the State of Minnesota. The words herein and hereof and words of similar import, without reference to any particular section or subdivision, refer to this Agreement as a whole rather than to any particular section or subdivision hereof. Titles in this Agreement are inserted for convenience of reference only and shall be disregarded in constructing or interpreting any of its provisions. H. Successors and Assigns. Provisions of this Agreement shall be binding upon and enforceable against Developer’s successors and assigns including but not limited to all purchasers and owners of all or any part of the Property and their successors and assigns. Page 22 I. Performance Standards. The Property shall be developed and operated in a manner meeting all applicable noise, vibration, dust and dirt, smoke, odor and glare laws and regulations. J. No City Liability. Except for the intentional acts of the City or its employees and contractors, no failure of the City to comply with any term, condition, covenant or agreement herein shall subject the City to liability for any claim for damages, costs or other financial or pecuniary charges. 37. PLANNED UNIT DEVELOPMENT. The Property is being developed as a Shoreland Planned Unit Development. The City Council has found that the proposed development of the Property is in compliance with City Code Section Chapter 10 Article IV Division 4.. The Property shall be developed in compliance with Resolution No. 26-_____ dated October 13, 2026, and the plans approved by that Resolution. Page 23 CITY OF PRIOR LAKE By: ________________________________ Kirt Briggs, Mayor By: ________________________________ Jason Wedel, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF SCOTT ) The foregoing instrument was acknowledged before me this _____ day of ____________, 20____, by Kirt Briggs, Mayor, and by Jason Wedel City Manager, of the City of Prior Lake, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. _____________________________________ NOTARY PUBLIC Page 24 Campbell Shores, LLC By: ________________________________ Its: ________________________________ STATE OF MINNESOTA ) (ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ______ day of ____________, 20____, by __________________________________ as _____________________________________________of _________________________________, on behalf of the company. _____________________________________ NOTARY PUBLIC DRAFTED BY: City of Prior Lake 4646 Dakota Street SE Prior Lake, Minnesota 55372 Page 25 EXHIBIT A TO DEVELOPMENT AGREEMENT Page 26 Page 27 Page 28 Page 29 EXHIBIT B TO DEVELOPMENT AGREEMENT Deposit/Escrow Amt Per Total Construction Observation Deposit 8% of Public Improvements = $344,973.79 (for portion completed by Developer) = TOTAL Deposit/Escrow $344,973.79 Fee Amt Per Total Administrative Fee 6% of Public Improvements = $258,730.34 (for portion completed by Developer) Park Dedication Fee $ 3,750.00 X 62 Units = $232,500.00 Trunk Sanitary Sewer Acreage $ 5,975.00 X 21.97 Acres = $131,271.00 Trunk Water Acreage $ 3,600.00 X 21.97 Acres = $79,092.00 Trunk Storm Sewer Acreage $ 5,300.00 X 21.97 Acres = $116,441.00 Chip Seal Fee (Public Streets) $2.25 X 16,000 Sq Yds = $36,000 *Developer Work constructed by = $211,076.70 Scott County = TOTAL Fee $1,065,111.04 *Includes Developer Installed Public Imrovements which shall be constructed by Scott County as part of the CSAH 12 / CSAH 17 Intersection Improvement Project. Development Work (Completed by Developer) Security Total Sanitary Sewer = $742,587.19 Water Main = $663,717.31 Storm Sewer = $594,505.66 Streets/Sidewalks/Trails = $2,209,975.90 Grading/Erosion Control = $101,386.30 Subtotal = $4,312,172.36 = TOTAL (125% of subtotal) $5,390,215.45 Page 30 Scott County ShareNotes ITEM DESCRIPTIONUNITUNIT COST 170th Street & Trail & Walls QUANT.AMOUNT STREETS - 170TH Clearing and Grubbing (P)A.C.$ 5,500.00 Silt Fence (Type Regular Wood) L.F.$ 1.65 Silt Fence (Type Heavy Duty Steel)L.F.$ 2.15 Remove Exist Bit. (Re-claim)S.Y.$ 3.65 Topsoil Stripping Slopes (Measured)C.Y.$ 5.85 Subgrade Excavation (EV) (P)C.Y.$ 5.85895.6$ 5,239.26 10% additional road width Topsoil RespreadC.Y.$ 5.85 Subgrade Preparation (2.5' BOC) (P) S.Y.$ 2.30710.1$ 1,633.23 10% additional road width MNDOT Type V Geotextile Fabric (P)S.Y.$ 1.65710.1$ 1,171.67 10% additional road width 24" MnDOT 3149 Select Granular Sand Subbase (P)S.Y.$ 19.52710.1$ 13,861.1510% additional road width 8" Thick, MnDOT 3138, Class 5 Agg. Base, 100% RECYCLEDS.Y.$ 7.48650.1$ 4,862.75 10% additional road width Utility Conduit Crossings (pipe supplied by others)EACH$ 365.00 EXHIBIT C Concrete Curb & Gutter (B624)L.F.$ 21.90 3" MnDOT SPNWB330C Bit. Base Course (P) (ends at Curb end)S.Y.$ 15.06434$ 6,536.04 10% additional road width 2" MnDOT SPWEA340C Bit. Binder Course (P)S.Y.$ 12.56434$ 5,451.04 10% additional road width TO DEVELOPMENT AGREEMENT 2" MnDOT SPWEA340C Bit. Wear Course (P)S.Y.$ 12.56434$ 5,451.04 10% additional road width MnDOT 2357 Tack CoatGAL$ 4.5022$ 99.00 10% additional road width (Oversizing) 3" Bituminous Trail SPWEB340B 170th & City 17S.Y.$ 37.701400$ 52,780.0050% of trail Trail Pedestrian RampsEACH$ 2,500.001$ 2,500.00 50% of trail Adjust Manhole CastingsEACH$ 650.00 Adjust Gate Valve CastingsEACH$ 550.00 Adjust Catch BasinsEACH$ 140.00 Street Cleaning For Wear Course InstallationL.S.$ 1,000.00 Oversizing Paid to Developer by City Striping Allowance Paint LatexL.F.$ 3.90 Storm Inlet ProtectionEACH$ 165.00 Boulevard restoration (Silt Fence at Back of Curb)L.F.$ 1.65 Oversizing Calculation Total Boulevard Seed restoration (8' Erosion Control Blanket at Back of Curb)SY$ 1.74 Traffic Control (Closure & Detour)EACH$ 7,500.00 Big Block Retaining Wall - Includes 1' Bury (South Side)SF$ 63.00370.1$ 23,316.3010% of retaining wall Big Block Retaining Wall - Includes 1' Bury (North Side)SF$ 63.001847$ 116,361.0050% of retaining wall *Sanitary Sewer = $160,668.89 5' high chain link fence, galvanized, on Retaining wallsLF$ 35.00241$ 8,435.00 50% North wall/10% South wall Pond ExcavationCY$ 2.786900$ 19,182.0030% of stormwater pond = *Water Main $163,356.22 Additional right-of-waySF$ 2.258228$ 18,513.00Additional ROW for 12/17 RAB 170th Street Wetland ImpactsLS$ 65,000.00 10%$ 6,500.00 10% of wetland costs= Subtotal $324,025.11 ESTIMATED PROJECT CONSTRUCTION TOTALS$ 291,892.48 *Sanitary Sewer and Water oversizing includes extra depth SCOTT COUNTY GRAND TOTAL$291,892.48 Oversizing paid by Scott County to City of Prior Lake as pass through to Developer in the total amount of $291,892.48 via Cooperative Agreement between Scott County and the City of Prior Lake as approved by the Prior Lake City Council on October 13, 2026 and considered by the Scott County Board of Directors on October 20, 2026, unless denied or amended by the Scott County Board of Directors. Said Cooperative Agreement includes development work completed by Developer in support of the CSAH 12 th / CSAH 17 Intersection Improvement Project and 170 Street construction as detailed below. Page 31 EXHIBIT D TO DEVELOPMENT AGREEMENT SAMPLE IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Prior Lake 4646 Dakota Street SE Prior Lake, Minnesota 55372 Dear Sir or Madam: By order of our client \[name and address of client\] we hereby issue our standby irrevocable Letter of Credit for the account of the \[insert name of client\] for an amount or amounts not to exceed in the aggregate U.S. Dollars $ ___________________________ (__________________ Thousand and No/100 U.S. Dollars) effective immediately and expiring at our \[insert address of office\] on \[insert date\] relative to our client’s performance under that certain contract entitled \[insert name of contract/development agreement, etc.\] dated \[insert date of contract\]. Funds under this Letter of Credit are available against your sight draft(s) on us, for all or part of this Letter of Credit, mentioning thereon our Credit No.______. Each such draft must be accompanied by your signed written statement to the effect that \[name of client\] has failed to comply with the terms and conditions of the above mentioned contract. Presentation will also be deemed made upon our receipt of your telecopier transmission to us at (FAX NUMBER \[insert fax number\] _____________________) of a facsimile of the appropriate sight draft and written statement completed and signed, together with your telephone advice to us at (TELEPHONE NUMBER \[insert telephone number\] _________________________________) or such other number as we shall specify to you in writing) of your sending the above-described telecopier transmission. Failure to make the telephone advice will not impair the validity of the presentation. If presentations are made by facsimile the original documents are not required. In the event that at least thirty (30) days prior to the expiry date listed above, this Letter of Credit is not extended for a period of at least one year or has not been replaced with a substitute Letter of Credit acceptable to you, this Letter of Credit is also payable to you upon presentation to us of your written statement mentioning thereon our Credit No.\[insert number\] ____ and stating “Letter of Credit No. \[insert number\] __________ has not been extended for a period of at least one year from the present expiration date and has not been replaced with a substitute Letter of Credit acceptable to us.” This letter of credit shall automatically extend for successive one-year terms unless at least forty-five days prior to the next annual extension date of \[insert day and month of renewal\] ________________ of such year, we deliver written notice by registered mail or overnight courier to the City that we intend not to extend the letter of credit for any additional period. If such notice is delivered and the letter of credit has not been replaced with a substitute letter of credit acceptable to you by the date of said notice, this letter of credit is also payable to you upon presentation to us of your written statement mentioning thereon our Letter of Credit No. \[insert number\] ______________ and stating “Notice of Modification, Cancellation or Non-Extension of Letter of Credit No. \[insert number\]_________________has been received and the letter of credit has not been replaced with a substitute letter of credit acceptable to us. If we receive your sight draft(s) and statement(s) as mentioned above, here at our address \[insert address\], on or before the expiry date of this Letter of Credit, we will promptly honor the same. If an interruption of our business occurred as a result of an Act of God, riots, civil commotion, insurrections, wars or any other causes beyond our control, as described in Article 36 of the Uniform Customs and Practices for Documentary Credits, UCP600 2007 which prevented us from accepting and/or paying you on this Letter of Credit, we undertake upon resumption of our business to accept drafts and pay on this Letter of Credit provided your draft is presented prior or during our business interruption or no later than thirty (30) days following resumption of our business. This Credit is subject to the Uniform Customs and Practices for Documentary Credits, UCP600 2007. Very Truly Yours, \[Signature of Issuer\] Page 32 BM #1 BM #2 170TH STREET EAST MA R S C H A L L R O A D SP R I N G V I E W LA N E CA M P B E L L C O U R T 168th ST R E E T E A S T CA M P B E L L C U R V E MA R S C H A L L C I R C L E SP R I N G V I E W L A N E S P R I N G V I E W L A N E 2 3 5 4 6 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 OUTLOT A OUTLOT B OU T L O T C 1 11 2 2 2 3 3 3 1 2 3 4 4 45 5 5 6 6 6 7 7 8 8 9 10 11 12 13 14 15 16 17 18 19 4 OUTLOT D 9 10 NO.DATE REVISION SHEETS 1 8/14/2026 PER CITY COMMENTS ALL PLAN SHEET INDEX COVER SHEET 1.0 EXISTING CONDITIONS 2.0 GRADING PLAN 3.0 100 SCALE 3.1 50 SCALE EAST 3.2 50 SCALE NORTHWEST 3.3 50 SCALE SOUTHWEST 3.4 50 SCALE 170TH STREET WEST STREET PLANS 4.0 SPRING VIEW LANE 4.1 STREET A 4.2 STREET B 4.3 STREET C 4.4 170TH STREET WEST TREE PRESERVATION PLAN 5.0-5.3 DETAILS 6.0-6.3 EROSION CONTROL/SEEDING PLAN 7.0-7.3 SWPPP 8.0-8.1 CONSTRUCTION PLANS FOR: GRADING, STREETS AND DETAILS. BENCHMARKS: #1:TNH =943.82 (NAVD 88) #2:TNH =945.36 (NAVD 88) A u g 1 4 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S C O V E R S H E E T G R A D I N G . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CO PM AS SHOWN 18916.00 CO 7/17/2026 PRIOR LAKE MINNESOTA COVER SHEET CAMPBELL SHORES 1.0 DRAFT CAMPBELL SHORES, LLC 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 1 12 170TH STREET EAST MA R S C H A L L R O A D WETLANDWETLAND WETLAND CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) WETLAND 9 4 0 938 940 942 94 2 94 0 9 3 8 93 6 936 938 9 4 0 9 4 4 9 4 2 9 4 6 9 4 8 9 5 2 9 5 4 95 6 93 4 93 6 93 8 94 2 94 4 94 6 948 9 4 8 9 4 6 9 4 2 9 4 0 936 9 3 2 9 2 8 940 930 92 6 9 3 4 9 3 6 93 8 930 930 93 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 2 9 4 0 9 3 2 9 3 2 9 3 4 936 94 8 95 0 96 0 96 2 96 2 960 962 9 6 4 956 950 952 948 9 4 6 9 3 8 9 3 6 9 3 4 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 94 4 9 4 8 9 5 0 95 0 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 94 0 94 2 94 4 94 6 94 8 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 9 5 0 95 2 9 5 4 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 926 92 8 930 932 934 94 0 9 3 0 9 2 8 9 3 0 9 3 2 9 3 4 93 6 93 8 9 4 0 9 4 6 9 4 4 9 4 2 9 4 4 9 4 2 9 4 0 9 3 8 93 6 93 2 93 0 93 2 93 4 93 6 93 8 94 0 95 0 9 6 0 9 6 2 9 5 8 9 5 6 9 5 4 9 5 2 9 4 8 9 4 6 9 4 4 94 2 93 8 93 6 928 9 2 8 9 3 0 928 936 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 944 94 2 940 938 936 934 932 930 928 9 3 0 9 4 0 9 3 6 9 3 4 9 3 2 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 936 946 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 5 0 9 4 8 9 4 8 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 9 4 8 944 942 940 9 3 8 938 938 936 93 4 9 3 4 94 8 94 8 95 0 938 940 942 944 946 948 952 954 9 5 6 95 8 93 0 9 3 0 930 9 3 0 GAUQUIE SARA PID: 255220010 FD CIMFD IP FD IP FD IP FD IP FD IP FD IP #15475 GRAVEL SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BI T U M I N O U S S U R F A C E BI T U M I N O U S S U R F A C E A u g 1 4 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S E X I S T I N G C O N D I T I O N S . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. CO PM AS SHOWN 18916.00 7/17/2026 PRIOR LAKE MINNESOTA EXISTING CONDITIONS CAMPBELL SHORES 2.0CAMPBELL SHORES, LLC 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 1 9 4 4 9 4 6 9 4 6 9 3 6 936 9 4 2 9 4 8 9 3 8 946 9 4 0 938 940 942 94 2 94 0 9 3 8 93 6 936 938 9 4 0 9 4 4 9 4 2 9 4 6 9 4 8 9 5 2 9 5 4 95 6 93 4 93 6 93 8 94 2 94 4 94 6 948 9 4 8 9 4 6 9 4 2 9 4 0 9 3 6 9 3 2 9 2 8 940 930 92 6 9 3 4 9 3 6 93 8 930 930 93 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 0 9 3 2 93 2 9 3 4 936 94 8 95 0 96 0 96 2 96 2 960 962 9 6 4 956 950 952 948 9 4 6 9 3 8 9 3 6 9 3 4 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 94 4 9 4 8 9 5 0 95 0 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 94 2 94 4 94 6 94 8 94 0 93 8 9 3 6 93 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 9 5 0 95 2 9 5 4 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 926 92 8 930 932 934 94 0 9 3 0 9 2 8 9 3 0 9 3 2 9 3 4 93 6 93 8 9 4 0 9 4 6 9 4 4 9 4 2 9 4 4 9 4 2 9 4 0 9 3 8 93 6 93 2 93 0 93 2 93 4 93 6 93 8 94 0 95 0 9 6 0 9 6 2 9 5 8 9 5 6 9 5 4 9 5 2 9 4 8 9 4 6 9 4 4 94 2 93 8 93 6 928 9 2 8 9 3 0 928 936 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 944 94 2 940 938 936 934 932 930 928 9 3 0 9 4 0 9 3 6 9 3 4 9 3 2 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 946 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 5 0 9 4 8 9 4 8 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 944 942 940 9 3 8 938 938 936 93 4 9 3 4 94 8 94 8 95 0 938 940 942 946 948 952 954 9 5 6 95 8 93 0 9 3 0 930 9 3 0 938 92 8 93 4 934 930 936 9 3 4 930 928 93 8 93 6 93 4 9 3 2 950 95 0 960 960 950950 93 8 93 8 942 934934 93 4 934 93 2 9 3 0 9 3 8 9 3 2 9 2 8 9 3 6 9 3 8 9 3 6 93 8 93 4 93 8 936 948 950 958 9 2 8 9 3 2 9 3 6 934 9 3 6 93 2 928 926 932928 948 9 4 8 9 4 6 9 4 8 9 4 4 9 2 6 9 2 8 9 3 0 93 2 9 3 4 9 4 6 9 3 4 94 8 94 4 93 8 9 3 4 934 936 9 2 8 93 4 934 932 9 3 4 93 0 93 0 93 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6 + 0 0 7 + 0 0 8+00 9+00 10+00 L P : 7 + 1 6 . 3 4 E l e v : 9 3 9 . 7 3 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6 + 0 0 7+ 0 0 LP : 7 + 1 9 . 1 1 El e v : 9 4 1 . 8 0 HP : 3 + 8 1 . 3 2 El e v : 9 4 6 . 8 7 LP : 2 + 0 0 . 9 0 El e v : 9 4 4 . 5 6 1+00 2+00 3+00 4+0 0 5+00 6+00 7+00 8+00 9+00 HP: 3 + 9 4 . 6 2 Elev : 9 4 6 . 6 2 LP: 5+47.13 Elev: 945.23 LP: 1+64 . 1 3 Elev: 94 4 . 6 6 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 93 6 94 7 . 0 94 2 . 5 94 5 . 3 94 0 . 8 94 6 . 1 94 0 . 9 94 7 . 2 93 8 . 8 93 8 . 8 94 7 . 2 94 7 . 7 94 2 . 5 94 2 . 6 94 3 . 0 94 4 . 3 94 3 . 9 94 7 . 0 94 2 . 5 94 5 . 3 94 5 . 7 94 7 . 0 94 2 . 5 94 3 . 2 94 7 . 7 9 4 3 . 2 9 3 8 . 0 9 4 4 . 0 9 3 8 . 8 94 6 . 0 93 7 . 6 94 6 . 7 93 8 . 3 94 8 . 0 93 9 . 6 94 8 . 7 94 0 . 3 94 1 . 1 94 9 . 5 95 0 . 4 94 2 . 0 94 3 . 0 95 1 . 4 943 . 5 951 . 9 952.1 943.7 9 5 2 . 1 95 1 . 7 94 3 . 3 94 2 . 7 95 1 . 1 938.7 947.1 939.3 947.7 939.9 948.3 948. 3 947. 7 939.3 947.7 949.5 941.1 946.1 951.3 950.1 954.7 957.0 956.6 94 5 . 2 93 6 . 8 9 4 6 . 5 9 3 8 . 1 9 4 7 . 1 9 3 8 . 7 94 0 . 2 94 8 . 6 94 8 . 5 94 0 . 1 93 8 . 5 94 7 . 1 94 7 . 1 93 8 . 7 947.7 939.3 947.7 939.3 95 8 . 5 95 8 . 1 95 7 . 7 95 2 . 5 95 6 . 5 94 8 . 1 94 7 . 1 95 5 . 5 95 3 . 6 94 5 . 2 95 5 . 3 95 0 . 1 94 4 . 8 95 3 . 2 95 0 . 7 94 1 . 6 94 8 . 4 93 9 . 3 939.0 947.4 938.2 946.6 9 4 7 . 3 9 3 8 . 9 94 2 . 1 95 0 . 5 94 9 . 9 94 1 . 5 940.0 948.4 942.5 947.7 942.5 947.0 939. 9 939. 3 9 4 3 . 7 94 8 . 0 94 2 . 0 94 1 . 1 947.3 E.O.F. 941.0 E.O.F. 934.3 E.O.F. 942.1 E.O.F. 935.3 E.O.F. 944.5 E.O.F. 934.7 E.O.F. 944.8 E.O.F. 948.8 E.O.F. 944.5 150 ' S E T B A C K L I N E 1 5 0 ' S E T B A C K L I N E 150' SETBACK LINE 170TH STREET EAST MA R S C H A L L R O A D WETLANDWETLANDWETLAND CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) WETLAND FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL SP R I N G V I E W L A N E 1 6 1 2 3 4 4 5 6 7 8 9 10 8 7 9 10 2 3 4 5 6 1 2 3 3 2 1 16 17 18 19 20 21 22 1 11 12 13 14 15 65 4 32 1 19 18 17 16 15 4 5 6 7 8 9 10 11 12 13 14 3 2 5 1 4 FILTRATION BASIN NORTH BTM:931.0 100 YR. HWL:933.54 WET POND NWL:929.0 100YR HWL:932.14 FILTRATION BASIN SOUTHWEST BTM:930.0 100 YR. HWL:931.88 Low Area to be Temporarily Filled to 934.0 to Facilitate Temp Storm Sewer. Trail Construction to Coordinate W/ Future County Road Reconstruction Future Roundabout Layout Per Scott County Future Underpass Per Scott County CO CO CO CO CO CO CO CO CO CO CO 94 4 . 7 943. 1 942. 5 942.5 944.3 948.3 951.7 954.3 961.8 955.0 95 7 . 3 944.8 94 8 . 7 944.6 945.3 9 4 2 . 1 94 7 . 6 94 3 . 5 95 0 . 6 95 3 . 5 95 1 . 3 945.5 945.2 946.5 93 8 . 7 945.5 943.2 94 1 . 8 94 1 . 3 94 1 . 8 950.9 CO CO CO CO CO CO CO DEVELOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENTDEVELOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT CO FBLO FBLO FB W O FBLO FBWO FBLO FBWO FBWO FBLO FBWO FBWO FBWO FBLO FBLO FBLO FB FBLO FBLO FBLO FBLO FB FB FB FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBLO FBLO FBWO FBWO FBWO FBWO FB FB FBLO FB L O FB FBLO FB W O FB L O FBW O FBLO FBWO FB W O FBL O FBLO FB FBLO FB FBWO FBWO FBWO FBLO FBWOFBWO FBLO FBLO FB L O FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' DEVELOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT FBLO 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0018+15 HP: 4+87.96 Elev: 945.87 HP: 12+00.00 Elev: 941.53 LP: 10+51.03 Elev: 940.89 CA M P B E L L C O U R T CA M P B E L L C U R V E 168th S T R E E T E A S T MA R S C H A L L C I R C L E E.O.F. 944.9 93 0 93 4 93 8 94 2 94 6 950 954 958 95 4 95 8 94 6 94 4 940938 938 934 93 6 94 0 94 4 9 4 8 944 94 8 946 950 95 0 94 6 94 2 9 4 6 9 4 8 9 4 2 9 4 2 9 4 6 94494 0 94 2 9 3 8 930 934 934 932930 940 940 930 93 2 93 6 94 4 94 6 948 950 952 946 948 9 3 4 E.O.F. 947.9 E.O.F. 931.5 92 8 A u g 1 4 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 1 0 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. CO PM AS SHOWN 18916.00 7/17/2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 3.0 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 1 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET GRADING NOTES 1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES 2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY, WATERSHED AND NPDES PERMIT. 3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF CONSTRUCTION. 4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE. 8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES. 9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL. 10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. 11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM. 13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE 14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS. 15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY. 16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION. 17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 1 942.6 943.0 PROPOSED GARAGE FLOOR ELEVATION PROPOSED LOT NO. PROPOSED GROUND ELEVATION HOUSE TYPE LOWEST ALLOWABLE FLOOR ELEVATION 4. 8 % DRIVEWAY SLOPE 934.0 FB TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3 DROP GAR. X.X PROPOSED LOW OPENING LO=943.3 DENOTES GRADING LIMITS 1 CAMPBELL SHORES, LLC 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 DENOTES WETLAND BUFFER 944 940 94 2 9 3 8 93 6 936 938 9 4 0 9 4 4 9 4 2 9 4 6 9 4 8 9 5 2 9 5 4 95 6 9 3 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 2 94 0 9 3 2 9 3 2 9 3 4 936 94 8 950 96 0 96 2 96 2 960 962 9 6 4 956 950 952 948 9 4 6 9 3 8 9 3 6 9 3 4 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 94 4 9 4 8 9 5 0 95 0 9 4 0 9 4 4 9 4 6 9 4 8 94 8 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 9 5 0 95 2 9 5 4 934 9 3 4 9 3 6 9 3 8 9 4 0 9 6 2 9 5 8 9 5 6 9 5 4 9 5 2 9 4 8 9 4 6 9 4 4 94 2 93 8 93 6 936 946 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 95 0 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 9 4 8 9 4 4 942 940 9 3 8 95 0 938 940 942 948 952 954 9 5 6 95 8 0+ 0 0 94 6 . 6 0 1+ 0 0 94 5 . 3 8 2+ 0 0 94 4 . 5 6 3+ 0 0 94 5 . 8 2 4+ 0 0 94 6 . 8 1 5 + 0 0 9 4 5 . 2 1 6 + 0 0 9 4 3 . 3 8 7+ 0 0 94 1 . 8 5 9+00 943.18 10+00 945.68 2+00 944.83 3+00 945.83 4+0 0 946. 6 1 5+00 945.5 0 6+00 945.57 7+00 948.0 9 8+00 951.98 9+00 954.85 3+ 7 7 94 4 . 0 0 0+ 0 0 95 6 . 9 7 1+ 0 0 95 4 . 9 7 2+ 0 0 95 1 . 7 8 3+ 0 0 94 7 . 3 9 LP : 7 + 1 9 . 1 1 El e v : 9 4 1 . 8 0 HP : 3 + 8 1 . 3 2 El e v : 9 4 6 . 8 7 LP : 2 + 0 0 . 9 0 El e v : 9 4 4 . 5 6 HP: 3 + 9 4 . 6 2 Elev : 9 4 6 . 6 2 LP: 5+47.13 Elev: 945.23 LP: 1+64 . 1 3 Elev: 94 4 . 6 6 94 7 . 0 94 1 . 8 94 5 . 3 94 0 . 8 94 6 . 1 94 0 . 9 94 7 . 2 93 8 . 8 93 8 . 8 94 7 . 2 94 7 . 7 94 2 . 5 94 7 . 0 94 1 . 6 938.8 947.1 939.3 947.7 939.9 948.3 948. 3 947. 7 947.7 949.5 941.1 946.1 948.3 950.2 957.0 954.6 94 5 . 2 93 6 . 8 9 4 6 . 5 9 3 8 . 1 9 4 7 . 1 9 3 8 . 7 94 0 . 2 94 8 . 6 94 8 . 5 94 0 . 1 93 8 . 5 94 7 . 1 94 7 . 1 93 8 . 7 947.7 939.3 947.7 939.3 95 8 . 5 95 8 . 1 95 7 . 7 95 7 . 3 95 6 . 5 94 8 . 1 94 7 . 1 95 5 . 5 95 3 . 6 94 5 . 2 95 5 . 3 95 0 . 1 948.0 95 1 . 0 95 0 . 7 94 1 . 6 94 8 . 4 947.4 9 4 7 . 3 95 0 . 5 940.0 948.4 942.5 947.7 942.5 947.0 945.9 94 6 . 1 942.0939.9 938.4 9 4 3 . 2 938.6 9 4 4 . 5 936.3 94 5 . 6 943.0 E.O.F. 942.1 944.0 945.4 935.4 935.0947.0 935.0946.8 935.6945.4 946.7 946. 7 939 . 1 936.4 945.5 945.9 940.9 947.1 947.7 950.3 953.0 954.8 954.3 961.2 ??? 946.1 935.0 938.0 945. 9 944.3 949.2 954.3 945.1 952.2 943.2 951.8 948.8942.0 945.5 945.1 944.9 937.8 939.0 E.O . F . 944 . 5 946.0 94 4 . 7 93 6 . 3 9 4 5 . 8 947.0 934.5 943.6 951.4 949.0 954.0 946.5 950.7 955.5 960.5957.1 938.4 940.3 940.2 939.1 939.4 938.1 945.3 942.6 92 6 93 4 934 930 926 936 9 3 4 930 926 93 8 93 6 95 0 960 960 939. 9 943. 1 939. 3 942. 5 94 0 93 8 93 8 942 926 928 932 934 170TH STREET EAST MA R S H A L L R O A D WETLAND WETLAND PROPOSED TURN LANE BY OTHERS PROPOSED BITUMINOUS TRAIL BY OTH E R S PR O P O S E D B I T U M I N O U S T R A I L B Y O T H E R S SP R I N G V I E W L A N E FBLO 1 1 1 2 3 4 4 5 6 7 8 9 10 87 9 10 3 2 1 16 17 18 19 20 21 22 1 11 12 13 14 15 65 4 32 1 19 18 17 16 3 2 5 1 WET POND BTM = 925.00 NWL = 929.00 100YR HWL = 932.14 FBLO FBW O FBLO FBWO FBLO FBWO FBWO FBWO FBLO FBLO FBLO FB FBLO FBLO FBLO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBLO FBWO FBWO FBWO FBWO FB FB FBLO 947.3 FB L O FB 7. 4 % 946 . 5 939.3 942.5 FBLOFBWO 944.7 934.0 955.8 950.8 8.3% 5.7% 6.8% 4.3% 6. 7 % 6. 5 % 6. 4 % 5.0 % 5.7 % 7. 1 % 7. 8 % 6. 6 % 8. 8 % 9. 9 % 6.8% 7. 2 % 7. 2 % 8.5% 8.2% 6. 4 % 6. 9 % 7.0% 3.9% 4.6% 6.7% 7.3% 8.2% 8.3% 5.2% 7.8% 7.7% 8.4% 6.7% 5. 7 % 7 . 0 % 5.9 % 8.0% 7.6% 8.2% 9.0% 6.7% 944.4 946.3 945.1 94 5 . 5 94 6 . 1 94 6 . 7 94 7 . 3 94 6 . 3 94 6 . 5 94 8 . 8 95 1 . 6 95 3 . 5 946.0 945.3 946.1 947.5 947.6 946.1 944.2 945.5 94 7 . 0 954.8 949.8 946.6 943 . 6 94 5 . 5 9 4 6 . 7 947.7 950.0 952.5 954.6 952.9 957.0 955.8 957.0 956.4 941.3 939.6 940.4940.1 938.3 939.9 946.9 93 8 . 8 93 9 . 0 94 2 . 0 94 2 . 0 93 8 . 1 94 0 . 5 94 3 . 8 94 5 . 5 95 0 . 2 95 0 . 6 95 3 . 8 96 0 . 7 95 9 . 3 94 5 . 4 94 0 . 1 94 2 . 0 940.5 942.0 94 6 . 2 93 8 . 8 93 8 . 6 938.3 938.6 939.6 939.7 938.0 939.0 946.6 946.1 944.7 944.2 941.6 937 . 0 939.3 9 3 8 . 8 938.8 947.5 949.6 956.4 960.0959.2 956.5 956.1 95 1 . 0 94 8 . 4 94 6 . 7 936.3 938.2 938.2 944.3 958.9 FBL O FBW O FBLO FBWO 961.8 954.3 950.9 944.3 955.0 951.7 FBWO FBL O 95 2 . 2 FBLO FB 93 9 . 3 954.7 951.3 9 4 2 . 1 FBLO FB 2 946.5 0+ 0 0 93 9 . 8 0 1 + 0 0 9 3 8 . 1 3 28 + 0 0 94 2 . 9 1 93 0 938 9 3 2 934 926 92 8 93 0 934 936 930 93 4 928940 938 940 93 4 93 0 94 6948 948 946 9 3 6 9 2 6 9 2 6 9 2 8 9 3 0 9 3 4 9 3 4 9 3 6 9 2 8 9 3 0 93 0 93 4 9 3 6 9 2 8 93 0 93 4 93 093 0 95 4 946 95 8 95 0 938 9 3 8 9 3 8 9 4 2 95 0 940 94 6 94 0 E.O.F. 945.4 946 948 95 0 952 9 5 4 94 6 956 93 2 E.O.F. 944.8 93 6 936 Low Area to be Temporarily Filled to 934.0 To Facilitate Temp Storm Sewer. Trail Construction to Coordinate W/ Future County Road Reconstruction Future Roundabout Layout Per Scott County Future Underpass Per Scott County 944.8 94 4 . 8 949.5 LO=958.8 LO=952.9 948.4 946.3 LO=950.8 944.2 LO=945.5 941.7 LO= 943.0 939.4 LO=940.7 938.4 LO=939.7 LF=937.6 LO=338.9 938.3 LO=939.6 941.5 LO=942.8 944.6 LO=945.9 946.5 LO=947.8 947.5 LO=948.8 948.0 LO=955.3 945.7 LO=950.8 942.3 LO=946.8 940.5 LO=941.8 938.7 LO=940.0 938.7 LO=9 4 0 . 0 939. 3 LO = 9 4 0 . 6 939.3 LO=940. 6 938.7 LO=940.0 938.1 LO=939.5 938.0 LO=943.2 938.7 LO=943.2 939.4 LO=940.7 938.7 LO=940.0 938.7 LO=940.0 938.1 LO=939.4 938.1 LO=939.4 939.5 LO=940.8 939.6 LO=940.9 938.1 LO=939.4 937.5 LO=938.8 936.2 LO=937.5 936.3 LO=940.8 937.1 LO=941.6 936.0 LO=945.3 938.2 LO=939.5 938.7 LO=943.2 938.0 LO=943.2 938.0 LO=943.2 94 4 . 5 946.6 944.6 9 4 5 . 3 94 7 . 6 95 0 . 6 95 3 . 5 956.5 94 8 . 7 FBWO 939.0938.2 FBWO 94 3 . 5 945.5 945.5 CB RIM:937.8 CB RIM:937.8 CB RIM:936.3 FES INV=931.00 (18") FES INV:947.0 (15") CB RIM:936.5 FES INV:929.0 (21") 93 8 . 7 943.2 95 1 . 3 93 8 . 9 94 2 . 1 95 7 . 6 95 2 . 0 94 9 . 6 94 4 . 5 94 1 . 1 938.5937.7 93 8 . 4 94 1 . 6 94 4 . 7 94 6 . 6 94 7 . 6 939.4 939. 4 938. 8 938.8 940.6 945.6 949.0 956.1 938.8 938.8 939.5 93 8 . 2 93 7 . 8 93 9 . 6 93 9 . 7 9 3 8 . 2 9 3 7 . 6 93 6 . 3 94 0 . 3 94 0 . 4 93 8 . 3 93 8 . 3 942.0 943.0 94 1 . 3 94 1 . 3 94 2 . 0 KNEE WALL KN E E W A L L FBLO FBLO F B L O 95 8 . 1 FES INV:929.0 (18") CB RIM:933.5 CB RIM:936.3 FES INV=947.50 (15") FES INV:929.0 (15") CB RIM:936.7 934.1 942 94 4 942 9 4 2 94 4 9 4 6 946 9 4 6 946 946 9 4 6 9 4 8 9 5 0 9 5 2 9 5 4 938 940 942 9 3 0 9 3 2 93 4 9 3 6 93 8 938 93 8 9 4 0 9 3 6 9 3 4 9 3 6 93 6 93 6 93 6 936 944 94 2 DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' 9 4 4 948.0 DROP GAR. 0.7' FBLO 95 3 . 2 942.9 945.1 94 6 . 0 94 6 . 1 168th S T R E E T E A S T MA R S C H A L L C I R C L E SP R I N G V I E W L A N E E.O.F. 947.5 E.O.F. 934.0 E.O.F. 944.9 POND MAINTEN A N C E A C C E S S A L O N G T R A I L 9' BASEMENT 50' PAD 9' BASEMENT 50' PAD HW L NWL NW L N W L NWL NWL N W L NW L BT M BTM BT M B T M BT M BTM B T M HW L H W L H W L HWL H W L HW L HWL E.O.F. 935.3 CB RIM:934.7 93 6 93 8 94 0 94 2 94 4 94 6 93 0 93 2 93 4 93 6 9 3 8 93 2 93 0 92 8 92 6 950 952 954 956 958 9 4 6 9 4 8 95 0 95 2952 950 946 9 3 4 9 3 6 92 8 93 0 93 4 94 0 946 94 4 94 2 94 0 946 946 946 94 4 E.O.F. 931.5 EX WELL A u g 1 4 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 5 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. CO PM AS SHOWN 18916.00 7/17/2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 3.1 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 1 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET GRADING NOTES 1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES 2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY, WATERSHED AND NPDES PERMIT. 3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF CONSTRUCTION. 4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE. 8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES. 9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL. 10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. 11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM. 13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE 14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS. 15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY. 16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION. 17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. 1 942.6 943.0 PROPOSED GARAGE FLOOR ELEVATION PROPOSED LOT NO. PROPOSED GROUND ELEVATION HOUSE TYPE LOWEST ALLOWABLE FLOOR ELEVATION 4. 8 % DRIVEWAY SLOPE 934.0 FB TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3 DROP GAR. X.X PROPOSED LOW OPENING LO=943.3 CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 1 CAMPBELL SHORES, LLC 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 DENOTES WETLAND BUFFER WB DENOTES WETLAND BUFFER SIGN 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 926 92 8 930 932 934 9 2 8 9 3 0 9 3 2 9 3 4 93 6 93 8 9 4 0 9 4 6 9 4 4 9 4 2 9 4 4 9 4 2 9 4 0 9 3 8 93 6 93 0 93 2 93 4 93 6 93 8 94 0 93 8 93 6 9 2 8 9 3 0 928 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 944 94 2 940 938 936 934 932 930 928 9 3 0 9 4 0 9 3 6 9 3 4 9 3 2 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 936 946 9 4 8 9 4 8 93 2 9 3 2 9 4 8 9 4 4 942 940 9 3 8 93 4 9 3 4 94 8 94 8 95 0 93 0 0+ 0 0 94 6 . 6 0 1+ 0 0 94 5 . 3 8 2+ 0 0 94 4 . 5 6 0+ 0 0 94 9 . 7 0 1+ 0 0 94 8 . 7 0 2+ 0 0 94 7 . 7 0 3+ 0 0 94 6 . 7 0 4+ 0 0 94 5 . 5 2 5+ 0 0 94 3 . 4 1 0+00 946.85 1+00 945.20 2+00 944.83 3+00 945.83 4+0 0 946. 6 1 5+00 945.5 0 6+00 945.57 LP : 2 + 0 0 . 9 0 El e v : 9 4 4 . 5 6 HP: 3 + 9 4 . 6 2 Elev : 9 4 6 . 6 2 LP: 5+47.13 Elev: 945.23 LP: 1+64 . 1 3 Elev: 94 4 . 6 6 94 4 . 3 94 3 . 9 94 7 . 0 94 1 . 6 94 5 . 3 94 5 . 7 94 7 . 0 94 2 . 5 94 3 . 2 94 7 . 7 9 3 7 . 6 94 6 . 7 93 8 . 3 94 8 . 0 93 9 . 6 94 8 . 7 94 9 . 5 95 0 . 4 94 2 . 0 94 3 . 0 95 1 . 4 943 . 5 951 . 9 952.1 943.8 9 5 2 . 1 95 1 . 7 94 3 . 3 94 2 . 7 95 1 . 1 938.8 947.1 939.3 947.7 939.9 948.3 948. 3 947. 7 947.7 947.7 939.3 947.7 939.3 94 9 . 9 940.0 948.4 942.5 947.7 942.5 947.0 945.9 94 6 . 1 93 6 . 0 936.5 942.4 943.8 934.6 932.6 945.1 946.4 ??? 936.4 947.1 938.5 947.9 948.9 9 5 0 . 1 949.7 941.1 9 4 2 . 1 94 1 . 1 937.4 93 6 . 0 948.2 949 . 5 949.9 95 0 . 3 936.0 936. 0 946.7 946. 7 939 . 1 936.4 945.5 945.9 946.1 935.0 938.0 945. 9 944.3 945.5 945.1 944.9 937.8 940.3 945.7 940.2 944.3 942.3 939.1 939.4 9 3 2 9 4 3 . 7 939. 9 943. 1 939. 3 942. 5 150 ' S E T B A C K L I N E 1 5 0 ' S E T B A C K L I N E FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL FIELD FIT PROPOSED BITUMINOUS TRAIL SP R I N G V I E W L A N E 1 6 8 9 10 87 9 3 4 5 6 3 2 1 19 18 17 16 15 4 5 6 7 8 9 10 11 12 13 14 4 FBW O FBWO FBLO FBWO FBWO FBWO FBLO FBLO FBLO FB L O FB FBWO FBWO FBWO 947.3 FB L O FB 9.4% 7. 4 % 946 . 5 939.3 942.5 FBLOFBWO 944.7 7.5% 7.1% 6.3% 6.4% 5.7% 6.0% 6. 3 % 5. 8 % 6.3% 6.3% 6.5 % 6.4% 6. 7 % 6. 5 % 6. 4 % 5.0 % 5.7 % 7. 1 % 8.9% 7.5% 6.0%7. 2 % 7. 2 % 8.5% 6. 4 % 6. 9 % 943.2 945.5 943.0 944.4 945.7 947.0 947.7 948.5 949.4 950. 4 9 5 0 . 9 95 1 . 0 950.7 95 0 . 1 94 5 . 5 94 6 . 1 94 6 . 7 94 7 . 3 94 6 . 3 94 6 . 5 944.2 945.3 94 7 . 0 937.2 936.9 937.8 939.1 939.7 940.6 941.3 942. 5 9 4 3 . 2 94 2 . 7 942.6 94 9 . 1 950.0 94 1 . 1 941.4 93 8 . 8 93 9 . 0 94 2 . 0 94 2 . 0 93 8 . 1 94 0 . 5 942.6 943.6 944.8 942.0 946.2 94 5 . 4 94 0 . 1 94 2 . 0 940.5 942.0 94 6 . 2 93 8 . 8 93 8 . 6 94 6 . 7 942.9 942.9 FBL O FBW O 9 4 6 . 0 FBL O 94 4 . 7 94 1 . 5 FILTRATION BASIN NORTH BTM = 931.00 100 YR HWL = 933.54 FBWO FBWO FBWO 4 23+ 0 0 931 . 3 5 24+ 0 0 931 . 5 7 2 5 + 0 0 9 3 1 . 7 9 26 + 0 0 93 2 . 6 7 27 + 0 0 93 7 . 2 6 28 + 0 0 94 2 . 9 1 TO P O F B E R M = 9 3 5 . 7 930 928 942 94 0 94 1 . 1 9 3 4 93 6 94 0 938 9 2 6 9 3 0 9 3 4 9 3 8 93 8 9 3 4 928 94 0 E.O.F. 945.4 E.O.F. 948.9 94 8 E.O.F. 944.8 938.7 LO=940.0 938.7 LO=9 4 0 . 0 939. 3 LO = 9 4 0 . 6 939.3 LO=940. 6 938.7 LO=940.0 938.1 LO=939.5 940.9 LO=942.2 942.1 LO=943.4 942.7 LO=944.0 943.1 LO=944.4 943.1 LO=944.5 942.9 LO=944.2 942.4 LO=943.7 941.4 LO=942.7 940.5 LO=941.8 939.7 LO=941.0 939.0 LO=940.3 937.7 LO= 939.0 937.0 LO=938.3 936.7 LO=946.0 938.0 LO=943.2 948.7 LO=943.9 938.0 LO=943.2 938.7 LO=943.2 939.4 LO=940.7 938.7 LO=940.0 938.7 LO=940.0 938.0 LO=943.2 94 4 . 5 943 . 5 94 0 . 3 9 4 3 . 7 945.5 945.5 CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) CB RIM:937.8 CB RIM:938.2 CB RIM:936.0 FES INV:931.0 (24") CB RIM:936.5 93 8 . 7 943.2 FES INV:926.8 (18") 9 3 7 . 1 93 7 . 8 93 9 . 1 93 9 . 8 94 0 . 6 94 1 . 5 94 2 . 5 943 . 0 943.2 9 4 3 . 2 94 2 . 8 94 2 . 2 94 1 . 0 938.2 938.8 939.4 939. 4 938. 8 938.8 938.8 938.8 939.5 94 3 . 4 94 4 . 8 94 2 . 0 94 2 . 7 942.0 943.0 9 4 1 . 3 FBLO F B L O CO CO CO CO CO CO CO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO 94 6 944 94 2 9 4 6 946 946 9 4 6 938 940 942 938 936 938 93 6 94 2 94 0 93 8 9 4 2 9 4 0 9 3 8 9 3 6 942 94 2 94 0 93 8 93 6 93 4 93 2 93 8 93 4 93 6 93 6 936 DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' 945.9 94 6 . 0 94 6 . 1 CA M P B E L L C O U R T CA M P B E L L C U R V E 168th ST R E E T E A S T E.O.F. 944.9 PO N D M A I N T E N A N C E A C C E S S A L O N G T R A I L E.O.F. 934.7 HW L HW L HWL HW L BT M BTM BT M BT M CB RIM:934.7 15 0 ' S E T B A C K L I N E 1 5 0 ' S E T B A C K L I N E 934 934932 93 2 93 4 950 948 946 944 9 4 8 9 4 6 9 4 4 9 4 2 94 694494 294 0 9 4 4 9 4 2 9 4 0 9 3 8 94 4 94 2 94 0 946 946 946 WB WB WB WB WB WB WB WB WB WB WB WBWB A u g 1 4 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 5 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. CO PM AS SHOWN 18916.00 7/17/2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 3.2 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL THE GREATER OF LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 1 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET GRADING NOTES 1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES 2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY, WATERSHED AND NPDES PERMIT. 3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF CONSTRUCTION. 4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE. 8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES. 9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL. 10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. 11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM. 13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE 14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS. 15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY. 16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION. 17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. CO 1 942.6 943.0 PROPOSED GARAGE FLOOR ELEVATION PROPOSED LOT NO. PROPOSED GROUND ELEVATION HOUSE TYPE LOWEST ALLOWABLE FLOOR ELEVATION 4. 8 % DRIVEWAY SLOPE 934.0 FB TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3 DROP GAR. X.X PROPOSED LOW OPENING LO=943.3 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 1 CAMPBELL SHORES, LLC 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 DENOTES WETLAND BUFFER WB DENOTES WETLAND BUFFER SIGN 9 4 0 938 93 6 940 930 92 6 9 3 4 9 3 6 93 8 930 930 9 3 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 2 94 0 9 3 2 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 9 4 4 9 4 8 9 5 0 95 0 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 94 0 94 2 94 4 94 6 94 8 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 9 4 0 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 926 92 8 930 932 934 94 0 9 3 0 9 5 4 9 5 2 9 4 8 9 4 6 9 4 4 94 2 93 8 93 6 936 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 0 9 4 2 9 4 4 9 4 6 936 946 9 3 6 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 9 4 8 9 4 4 942 940 9 3 8 938 938 936 93 4 9 3 4 94 8 94 8 95 0 9 3 0 930 9 3 0 0+ 0 0 94 6 . 6 0 1+ 0 0 94 5 . 3 8 2+ 0 0 94 4 . 5 6 3+ 0 0 94 5 . 8 2 4+ 0 0 94 6 . 8 1 5 + 0 0 9 4 5 . 2 1 6 + 0 0 9 4 3 . 3 8 7+ 0 0 94 1 . 8 5 2+ 0 0 94 7 . 7 0 3+ 0 0 94 6 . 7 0 4+ 0 0 94 5 . 5 2 5+ 0 0 94 3 . 4 1 6 + 0 0 9 4 1 . 3 4 7 + 0 0 9 3 9 . 7 7 8+00 940.69 9+00 943.18 10+00 945.68 0+00 946.85 1+00 945.20 2+00 944.83 3+00 945.83 4+0 0 946. 6 1 5+00 945.5 0 6+00 945.57 7+00 948.0 9 LP : 7 + 1 9 . 1 1 El e v : 9 4 1 . 8 0 HP : 3 + 8 1 . 3 2 El e v : 9 4 6 . 8 7 LP : 2 + 0 0 . 9 0 El e v : 9 4 4 . 5 6 L P : 7 + 1 6 . 3 4 E l e v : 9 3 9 . 7 3 HP: 3 + 9 4 . 6 2 Elev : 9 4 6 . 6 2 LP: 5+47.13 Elev: 945.23 LP: 1+6 4 . 1 3 Elev: 94 4 . 6 6 94 7 . 0 94 1 . 8 94 5 . 3 94 0 . 8 94 6 . 1 94 0 . 9 94 7 . 2 93 8 . 8 93 8 . 8 94 7 . 2 94 7 . 7 94 2 . 5 94 2 . 6 94 3 . 0 94 4 . 3 94 3 . 9 94 7 . 0 94 1 . 6 94 5 . 3 94 5 . 7 94 7 . 0 94 2 . 5 94 3 . 2 94 7 . 7 9 4 3 . 2 9 3 8 . 0 9 3 8 . 8 9 3 7 . 6 94 6 . 7 93 8 . 3 94 8 . 0 93 9 . 6 94 8 . 7 94 9 . 5 938.8 947.1 939.3 947.7 939.9 948.3 948.3 947. 7 947.7 949.5 941.1 946.1 948.3 94 5 . 2 93 6 . 8 9 4 6 . 5 9 3 8 . 1 9 4 7 . 1 9 3 8 . 7 94 0 . 2 94 8 . 6 94 8 . 5 94 0 . 1 93 8 . 5 94 7 . 1 94 7 . 1 93 8 . 7 947.7 939.3 947.7 939.3 94 9 . 9 940.0 948.4 942.5 947.7 942.5 947.0 945.9 94 6 . 1 942.0939.9 938.4 9 4 3 . 2 938.6 9 4 4 . 5 936.3 94 5 . 6 943.0 E.O.F. 942.1 944.0 945.4 935.4 935.0947.0 935.0946.8 935.6945.4 940. 0 940.9 936.6 934.5 936.5 942.4 943.8 934.6 932.6 945.1 946.4 ??? 936.4 947.1 946.7 946. 7 939 . 1 936.4 945.5 945.9 940.9 947.1 947.7 946.1 935.0 938.0 945. 9 944.3 949.2 945.5 945.1 944.9 937.8 940.3 945.7 940.2 944.3 942.3 939.1 939.4 938.1 945.3E.O.F. 941.0 942.6 938 930 92 6 93 4 934 930 926 930 926 93 8 93 6 939. 9 943. 1 939. 3 942. 5 932 1 5 0 ' S E T B A C K L I N E 170TH STREET EAST WETLAND WETLAND WETLAND FIELD FIT PROPOSED BITUMINOUS TRAIL PROPOSED TURN LANE BY OTHERS FIELD FIT PROPOSED BITUMINOUS TRAIL SP R I N G V I E W L A N E FBLO 1 1 6 1 2 3 4 4 5 6 7 8 9 10 87 9 10 2 3 4 5 6 1 2 3 3 2 1 4 32 1 19 18 17 16 15 4 5 6 7 3 2 4 WET POND BTM = 925.00 NWL = 929.00 100YR HWL = 932.14 FILTRATION BASIN SOUTHWEST BTM = 930.00 100 YR HWL = 931.88 FBLO FBW O FBLO FBWO FBLO FBLO FBWO FBLO FBWO FBWO FBWO FBLO FBLO FBLO FBLO FBLO FBLO FB L O FB FB FB FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO 947.3 FB L O FB 9.4% 7. 4 % 946 . 5 939.3 942.5 FBLOFBWO 944.7 934.0 8.3% 5.7% 6.8% 4.3% 9.3% 7.9% 7.5% 7.1% 6.3% 6.4% 6.4% 6. 7 % 6. 5 % 6. 4 % 5.0 % 5.7 % 7. 1 % 7. 8 % 6. 6 % 6.8% 7.3% 9.0% 8.9% 7.5% 6.0%7. 2 % 7. 2 % 8.5% 8.2% 6. 4 % 6. 9 % 7.0% 3.9% 4.6% 6.7% 7.3% 8.2% 8.3% 944.4 946.3 945.1 943.2 945.5 943.0 944.4 942.1 945.7 947.0 947.7 94 5 . 5 94 6 . 1 94 6 . 7 94 7 . 3 94 6 . 3 94 6 . 5 94 8 . 8 944.2 946.0 945.3 946.1 947.5 947.6 946.1 944.2 945.5 94 7 . 0 941.3 939.6 940.4940.1 938.3 939.9 946.9 937.2 936.9 937.8 939.1 939.7 93 8 . 8 93 9 . 0 94 2 . 0 94 2 . 0 93 8 . 1 94 0 . 5 94 3 . 8 94 5 . 5 938.9 942.6 940.5 939.3 943.6 944.8 942.0 946.2 94 5 . 4 94 0 . 1 94 2 . 0 940.5 942.0 94 6 . 2 93 8 . 8 93 8 . 6 938.3 938.6 939.6 939.7 938.0 939.0 937. 5 937.5 94 8 . 4 94 6 . 7 942.9 942.9 936.3 938.2 938.2 FBL O FBW O 9 4 6 . 0 9 4 4 . 0 944.3 FBWO FBL O 94 4 . 7 94 1 . 5 FBWO FBWO FBWO FBLO 937.4 946.5 0+ 0 0 93 9 . 8 0 1 + 0 0 9 3 8 . 1 3 2 + 0 0 9 3 6 . 4 7 3+00 934.9 0 4+00 934.8 0 5+00 934.80 6 + 0 0 9 3 4 . 4 0 7 + 0 0 9 3 4 . 4 3 28 + 0 0 94 2 . 9 1 L P : 6 + 5 1 . 6 8 E l e v : 9 3 4 . 2 0 E.O.F. 934.3 E.O.F. 940.0 94 0 94 1 . 1 9 3 4 93 6 9 3 8 93 8 930932 934 938 9 3 4 9 3 2 9 3 0 934 932 93 6 93 0 9 3 6 9 3 6 932 934 934 934 932 934 938 9 3 2 94 0 94 2 940 946 9 3 6 9 2 6 9 2 6 9 2 8 9 3 0 9 3 4 9 3 4 93 0 9 2 8 93 0 93 4 93 0 93 0 938 932932 93 4 932 92 6 92 8 93 2 93 4 9 3 8 9 2 6 9 3 0 9 3 4 9 3 8 940 94 0 E.O.F. 945.4 94 6 E.O.F. 944.8 936 RW TOP:939.1 RW TOP:938.9 RW TOP:926.5 RW BTM:931.7 RW BTM:926.1 RW BTM:928.0 RW BTM:927.2 RW BTM:926.8 RW TOP:932.5 9+00 941.68 10+00 941.05 11+00 941.04 12+00 941.53 13+00 941.04 HP: 12+00.00 Elev: 941.53 LP: 10+51.03 Elev: 940.89 CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) 942.3 LO=946.8 940.5 LO=941.8 938.7 LO=940.0 938.7 LO=9 4 0 . 0 939. 3 LO = 9 4 0 . 6 939.3 LO=940. 6 938.7 LO=940.0 938.1 LO=939.5 940.9 LO=942.2940.5 LO=941.8 939.7 LO=941.0 939.0 LO=940.3 937.7 LO= 939.0 937.0 LO=938.3 935.0 LO=939.5 934.2 LO=938.7 934.0 LO=943.3 935.3 LO=944.6 936.7 LO=946.0 938.0 LO=943.2 948.7 LO=943.9 938.0 LO=943.2 938.7 LO=943.2 939.4 LO=940.7 938.7 LO=940.0 938.7 LO=940.0 938.1 LO=939.4 938.1 LO=939.4 939.5 LO=940.8 939.6 LO=940.9 938.1 LO=939.4 937.5 LO=938.8 936.2 LO=937.5 936.3 LO=940.8 937.1 LO=941.6 936.0 LO=945.3 938.2 LO=939.5 938.7 LO=943.2 938.0 LO=943.2 938.0 LO=943.2 94 4 . 5 94 0 . 3 94 1 . 3 945.5 945.5 CB RIM:937.8 FES INV:926.2 (18") CB RIM:937.8 FES INV:930.0 (18") CB RIM:936.5 FES INV:929.0 (21") 93 8 . 7 943.2 94 1 . 8 EXPOSE FOUNDATION EXPOSE FOUNDATION 9 3 7 . 5 9 3 8 . 3 93 7 . 1 93 7 . 8 93 9 . 1 93 9 . 8 94 0 . 6 94 1 . 0 938.8 939.4 939. 4 938. 8 938.8 940.6 945.6 938.8 938.8 939.5 93 8 . 2 93 7 . 8 93 9 . 6 93 9 . 7 9 3 8 . 2 9 3 7 . 6 93 6 . 3 9 4 0 . 3 94 0 . 4 93 8 . 3 93 8 . 3 94 2 . 1 94 3 . 4 94 4 . 8 94 2 . 0 94 2 . 7 942.0 943.0 94 1 . 3 94 1 . 3 94 2 . 0 FBLO F B L O FES INV:929.0 (15") CB RIM:936.7 94 1 . 8 CO CO CO CO CO CO CO CO CO CO CO FBWO FBWO RW BTM:941.9 CO 94 6 944 94 2 94 0 940 942 94 4 942 9 4 2 94 4 9 4 6 946 9 4 6 946 946 9 4 6 9 4 6 9 4 8 938 940 942 93 8 93 6 93 4 93 2 93 8 93 4 93 6 93 6 9 3 6 930 93 2 934 940 9 3 0 93 2 9 3 4 93 6 93 8 938 9 3 6 93 8 932 930 94 0 93 6 9 3 4 9 3 6 93 6 93 6 93 6 936 944 94 2 DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' DR O P G A R . 0 . 7 ' 9 4 4 948.0 945.9 942.9 945.1 94 6 . 0 94 6 . 1 CA M P B E L L C U R V E 168th ST R E E T E A S T SP R I N G V I E W L A N E E.O.F. 944.9 PON D M A I N T E N A N C E A C C E S S A L O N G T R A I L HWL HWL HWL H W L HWL HWL H W L NWL NW L NWL N W L NW L BT M BTM BT M B T M HW L H W L HW L HWL E.O.F. 935.3 CB RIM:934.7 1 5 0 ' S E T B A C K L I N E 15 0 ' S E T B A C K L I N E 94 694 494 294 0 9 4 4 9 4 2 9 4 0 9 3 8 936 938 940 93 2 93 0 92 8 92 6 940 938 936 934 9 3 0 9 3 2 9 3 4 9 3 6 92 8 93 0 94 4 94 2 94 0 946 946 946 EX WELL WB WB WB WB WB WB WB A u g 1 4 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 5 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. CO PM AS SHOWN 18916.00 7/17/2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 3.3 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 1 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET GRADING NOTES 1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES 2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY, WATERSHED AND NPDES PERMIT. 3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF CONSTRUCTION. 4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE. 8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES. 9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL. 10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. 11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM. 13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE 14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS. 15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY. 16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION. 17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 1 942.6 943.0 PROPOSED GARAGE FLOOR ELEVATION PROPOSED LOT NO. PROPOSED GROUND ELEVATION HOUSE TYPE LOWEST ALLOWABLE FLOOR ELEVATION 4. 8 % DRIVEWAY SLOPE 934.0 FB TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3 DROP GAR. X.X PROPOSED LOW OPENING LO=943.3 1 CAMPBELL SHORES, LLC 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 DENOTES WETLAND BUFFER WB DENOTES WETLAND BUFFER SIGN 9 4 0 93 4 93 6 93 8 94 2 94 4 94 6 948 9 4 8 9 4 6 9 4 2 9 4 0 9 3 6 9 3 2 9 2 8 940 930 92 6 9 3 4 9 3 6 93 8 930 930 936 938 9 3 0 930 9 3 0 8+00 940.69 L P : 7 + 1 6 . 3 4 E l e v : 9 3 9 . 7 3 934.5 938 930 932 WETLAND WETLAND FIELD FIT PROPOSED BITUMINOUS TRAIL FILTRATION BASIN SOUTHWEST BTM = 930.00 100 YR HWL = 931.88 937. 5 3+00 934.9 0 4+00 934. 8 0 5+00 934.80 6 + 0 0 9 3 4 . 4 0 7 + 0 0 9 3 4 . 4 3 L P : 6 + 5 1 . 6 8 E l e v : 9 3 4 . 2 0 E.O.F. 934.3 E.O.F. 940.0 930932 934 938 9 3 4 9 3 2 9 3 0 934 932 93 6 932 934 934 934 932 934 932932 93 4 932 9 2 6 92 8 9 4 6 94 2 94 4 9 3 6 9 3 8 932 934 936 944 944 932 928 93 2 934 9 4 0 9 4 2 9 4 4 9 4 6 948950 952 9 5 4 9 5 6 958 94 6 944 94 29 4 0 9 3 8 9 3 6 RW TOP:927.0 RW TOP:939.2 RW TOP:939.1 RW TOP:938.9 RW TOP:926.5 RW BTM:931.7 RW BTM:926.1 RW BTM:928.0 RW BTM:927.2 RW BTM:926.8RW TOP:932.7 RW TOP:932.5 0+00 939.58 1+00 940.58 2+00 941.91 3+00 943.58 4+00 945.23 5+00 945.86 6+00 944.95 7+00 943.70 8+00 942.48 9+00 941.68 10+00 941.05 11+00 941.04 12+00 941.53 13+00 941.04 HP: 4+87.96 Elev: 945.87 HP: 12+00.00 Elev: 941.53 LP: 10+51.03 Elev: 940.89 FES INV:926.2 (18") FES INV:930.0 (18") POWER POLES TO BE RE LOCATED DEVELOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT CO CO CO CO CO CO CO CO CO CO CO DEVELOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT CAMPBELL LAKE OHWL:925.6 (NAVD 88) HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88) RW BTM:941.9RW BTM:942.2RW BTM:942.6 RW TOP:943.5 940 930 93 2 934 940 932 930 RW TOP:945.1RW TOP:945.9RW TOP:947.4RW TOP:949.0RW TOP:949.0RW TOP:949.6RW TOP:951.7RW TOP:950.7RW TOP:950.3RW TOP:953.3RW TOP:950.0 RW TOP:944.5 RW BTM:943.7 RW BTM:944.6 RW BTM:945.4 RW BTM:945.9 RW BTM:946.0 RW BTM:945.7 RW BTM:945.1 RW BTM:944.5 RW BTM:943.9 RW BTM:943.2 PON D M A I N T E N A N C E A C C E S S A L O N G T R A I L HWL HWL HWL HWL HWL H W L 1 5 0 ' S E T B A C K L I N E 936 938 940 940 938 936 934 WB A u g 1 4 , 2 0 2 6 - G : \ P l a t s \ S c o t t C o u n t y \ C A M P B E L L S H O R E S \ P L A N S \ C A M P B E L L S H O R E S G R A D I N G P L A N 5 0 S C . d w g REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. CO PM AS SHOWN 18916.00 7/17/2026 PRIOR LAKE MINNESOTA GRADING PLAN CAMPBELL SHORES 3.4 LOW FLOOR THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL LOW OPENINGS THE GREATER OF 3 FEET ABOVE HKWL 2 FEET ABOVE HWL 1 FEET ABOVE EMERGENCY OVERFLOWS SETBACKS: FRONT YARD AND SIDE STREET 25 FEET SIDE YARD 7.5 FEET REAR YARD 25 FEET (HOUSE, DECKS AND PORCHES) OHWL OF CAMPBELL LAKE 150 FEET GRADING NOTES 1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES 2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY, WATERSHED AND NPDES PERMIT. 3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF CONSTRUCTION. 4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE. 8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES. 9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL. 10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. 11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM. 13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE 14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS. 15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY. 16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION. 17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. CO DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAFT 1 CAMPBELL SHORES, LLC 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 DENOTES WETLAND BUFFER WB DENOTES WETLAND BUFFER SIGN 944 9 4 0 938 940 942 94 2 94 0 9 3 8 93 6 936 938 94 0 9 4 4 9 4 2 9 4 6 9 4 8 9 5 2 9 5 4 95 6 94 4 94 6 948 9 4 8 9 4 6 9 4 2 9 4 0 9 3 6 9 3 2 9 2 8 940 930 92 6 9 3 4 9 3 6 93 8 930 930 93 2 93 4 93 6 93 8 9 4 0 94 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 2 9 4 0 9 3 2 9 3 2 9 3 4 936 948 950 96 0 96 2 96 2 960 962 9 6 4 956 950 952 948 9 4 6 9 3 8 9 3 6 9 3 4 93 2 9 3 2 93 4 93 6 93 8 94 0 94 2 94 6 94 4 9 4 8 9 5 0 95 0 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 94 0 942 94 4 94 6 94 8 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 9 5 0 95 2 95 4 934 9 3 4 9 3 6 9 3 8 9 4 0 94 2 94 4 94 6 926 928 930 932 934 94 0 9 3 0 9 2 8 9 3 0 9 3 2 93 4 93 6 93 8 9 4 0 9 4 6 9 4 4 9 4 2 9 4 4 9 4 2 9 4 0 93 8 93 6 93 2 93 0 93 2 934 936 938 94 0 95 0 9 6 0 96 2 95 8 9 5 6 9 5 4 9 5 2 9 4 8 9 4 6 94 4 94 2 93 8 93 6 928 9 2 8 9 3 0 928 936 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 944 94 2 940 938 936 934 932 930 928 9 3 0 9 4 0 9 3 6 9 3 4 9 3 2 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 936 946 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 95 0 9 4 8 9 4 8 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 94 8 9 4 4 942 940 9 3 8 938 938 936 93 4 9 3 4 94 8 94 8 95 0 938 940 942 944 946 948 952 954 95 6 95 8 93 0 9 3 0 930 9 3 0 9 4 0 930 92 6 93 4 934 930 926 930 926 942 93 8 9 3 2 93 2 93 4 946946946 94 4 94 0 95 0 940 960 9 4 0 94 0 940 942 950 9 3 8 942 936 930 926 928 93 2 934 1 6 1 2 3 4 4 5 6 7 8 9 10 8 7 9 10 2 3 4 5 6 1 2 3 3 2 1 16 17 18 19 20 21 22 1 11 12 13 14 15 65 4 32 1 19 18 17 16 15 4 5 6 7 8 9 10 11 12 13 14 3 2 5 1 4 2 4 93 4 93 0 93 2 93 0 93 4 93 2 934 932 930 930 932 934 934 932 930 928 93 6 9 3 8 944 942 942 9 4 2 93 2 93 0 93 4 93 4 9 3 4 93 6 9 3 8 93 8 9 3 6 930932 934936 9 3 4 9 3 2 9 3 0 934 932 934 93 2 93 0 9 2 5 9 2 5 92 5 92 5 929 92 9 9 2 9 9 2 9 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 2 9 9 2 5 93 0 934 934 936 932 934 934 93 4 9 3 6 94 2 94 2 94 2 934 932 930 934 936 938 94 2 94 2 94 0 94 0 932 934 926 92 8 93 0 934 936 928 93 2 928940 938 94 0 93 6 94 0 93 6 948 94 8 9 4 8 948 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 4 4 9 4 0 9 3 6 9 2 6 9 2 6 9 2 8 9 3 0 9 3 4 9 3 4 9 3 6 9 2 8 9 3 0 93 0 93 4 9 3 6 9 2 8 93 0 93 6 93 6 93 4 93 093 0 95 4 95 4 94 6 94 0 94 4 95 8 95 0 944 938 934 936 936 938 936 938 94 4 93 4 932932 93 4 92 6 92 8 93 2 93 4 9 3 8 9 2 6 9 3 0 9 3 4 9 3 8 93 8 9 3 4 928 9 3 8 94 6 94 2 944 9 3 6 9 3 8 932 934 936 944 944 932 928 93 2 934 9 3 6 932 938 9 4 2 9 5 0 940 942 9 4 2 94 2 94 0 94 6 938 94 2 946 948 95 0 952 9 5 4 94 4 94 4 9 4 2 9 4 4 94 0 956 934 934 93 0 92 8 93 8 93 6 93 6 936 9 3 6 9 3 6 HWL H W L HW L HW L HW L HW L HW L HWL HW L HWL HW L H W L HWL HWL H W L H W L HW L CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 1 7 0 T H S T R E E T S P R I N G V I E W L A N E S T R E E T B S T R E E T A S T R E E T C M A R S C H A L L R O A D FILTRATION BASIN W E T P O N D WETLAND W E T L A N D FILTRATION BASIN C A M P B E L L L A K E EXISTING TREE (TYP.) EXISTING CANOPY (TYP.) EXISTING WETLAND (TYP.) A p r 0 8 , 2 0 2 6 - C : \ A C C \ A C C D o c s \ K i m l e y - H o r n \ C a m p b e l l S h o r e s L a n d s c a p e \ P r o j e c t F i l e s \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C A M P B E L L S H O R E S L A N D S C A P E P L A N . d w g OVERALL LANDSCAPE PLAN L100 A p r 0 8 , 2 0 2 6 - C : \ A C C \ A C C D o c s \ K i m l e y - H o r n \ C a m p b e l l S h o r e s L a n d s c a p e \ P r o j e c t F i l e s \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C A M P B E L L S H O R E S L A N D S C A P E P L A N . d w g PREPARED FOR: REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 EP/RH EP/RH AS SHOWN 18916.01 4/3/2026 PRIOR LAKE MINNESOTA CAMPBELL SHORES RH DATE____________ REG. NO._________ DRAFT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DI RECT SUPERVI SI ON AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 2026 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © NUMBER OF LOTS: 62 LOTS TOTAL, 10 CORNER LOTS, 52 MID-BLOCK LOTS REQUIRED TREES: 1 STREET TREE PER LOT FRONTAGE & 1 FRONT YARD TREE 134 TREES= (3 TREES * 10 CORNER LOTS) + (2 TREES * 52 MID BLOCK LOTS) PROVIDED TREES: 134 TREES MINIMUM TREE SIZE: 2.5" CAL. TREE SIZE PROVIDED: 2.5" CAL. TREE LOCATION: PLANTED A MINIMUM OF 15' FROM THE BACK OF CURB NO TREE INSIDE THE 40' CLEAR VIEW TRIANGLE REQUIRED TOPSOIL AND SODDING: 4" MINIMUM TOPSOIL., ALL BOULEVARD, FRONT, AND SIDE YARDS SHALL BE SODDED LANDSCAPE SUMMARY Know what'sbelow. before you dig.Call R LANDSCAPE LEGEND TRAIL CONSTRUCTION TO COORDINATE WITH FUTURE COUNTY ROAD RECONSTRUCTION. FUTURE UNDERPASS PER SCOTT COUNTY. PLANTING IN THIS AREA SHALL BE REVIEWED ONCE THE DESIGN OF THE ROUNDABOUT PROJECT IS FINALIZED. PLANTING IN THIS AREA MAY BE DELAYED. FUTURE ROUNDABOUT LAYOUT PER SCOTT COUNTY 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 930 932 9 2 8 9 3 0 9 3 2 9 3 4 93 6 93 8 9 4 0 9 4 6 9 4 4 9 4 2 9 4 4 9 4 2 9 4 0 9 3 8 93 6 93 2 93 0 93 2 93 4 93 6 93 8 94 0 93 8 93 6 9 2 8 9 3 0 928 9 4 0 9 4 2 9 4 4 9 4 6 944 94 2 940 938 936 934 932 930 928 9 3 0 9 4 0 9 3 6 9 3 4 9 3 2 9 3 8 9 4 8 9 4 8 93 2 9 3 2 94 8 94 8 93 0 94 0 9 4 0 9 3 8 1 19 18 17 16 15 6 7 8 9 10 11 12 13 14 4 93 4 93 0 93 2 93 0 93 4 93 2 934 932 930 930 932 934 934 932 930 928 93 6 9 3 8 944 942 942 9 4 2 93 2 93 0 938 934 936 936 938 936 93 4 93 8 9 3 4 928 94 0 938 94 0 HW L HW L HWL HW L CO CO CO CO CO CO CO PLANT 15' MIN. FROM BOC (BACK OF CURB) CLEAR VIEW TRIANGLE, NO TREES (TYP.) ST R E E T A FILTRATION BASIN SYMBOL CODE COMMON NAME BOTANICAL NAME CONIFEROUS TREE BLA BLACK HILLS SPRUCE PICEA GLAUCA DENSATA BLS BALSAM FIR ABIES BALSAMEA ERC EASTERN REDCEDAR JUNIPERUS VIRGINIANA RES RED PINE PINUS RESINOSA TTS JUNIOR GIANT WHITE CEDAR THUJA OCCIDENTALIS 'JUNIOR GIANT' WHP WHITE PINE PINUS STROBUS ORNAMENTAL TREE RBM RIVER BIRCH MULTI-TRUNK BETULA NIGRA OVERSTORY TREE ABM AUTUMN BLAZE MAPLE ACER X FREEMANII 'AUTUMN BLAZE' ALN AMERICAN LINDEN TILIA AMERICANA BOL BOULEVARD LINDEN TILIA AMERICANA 'BOULEVARD' BUR BUR OAK QUERCUS MACROCARPA FFM FALL FIESTA SUGAR MAPLE ACER SACCHARUM GLE SKYLINE® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' GSL GREENSPIRE LITTLELEAF LINDEN TILIA CORDATA `GREENSPIRE` HCK COMMON HACKBERRY CELTIS OCCIDENTALIS IHL IMPERIAL® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE' KCT TRUE NORTH™ KENTUCKY COFFEETREE GYMNOCLADUS DIOICUS 'UMNSYNERGY' KCY ESPRESSO KENTUCKY COFFEETREE GYMNOCLADUS DIOICA `ESPRESSO` NPO NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS NRO NORTHERN RED OAK QUERCUS RUBRA NWM NORTHWOOD MAPLE ACER RUBRUM `NORTHWOOD` PRE PRINCETON ELM ULMUS AMERICANA `PRINCETON` QWO SWAMP WHITE OAK QUERCUS BICOLOR RDL REDMOND AMERICAN LINDEN TILIA AMERICANA `REDMOND` RVB RIVER BIRCH BETULA NIGRA SEED MIXES 36-212 WOODLAND EDGE SOUTH & WEST MIX BWSR SEED MIX: WOODLAND EDGE SOUTH & WEST MIX RT RESIDENTIAL TURFGRASS MNDOT SEED MIX: RESIDENTIAL TURFGRASS SSR SOUTHERN SHORTGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN SHORTGRASS ROADSIDE STR SOUTHERN TALLGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN TALLGRASS ROADSIDE WD WET DITCH MNDOT SEED MIX: WET DITCH TURF SOD SOD - - - - - - LANDSCAPE PLAN ENLARGEMENT A p r 0 8 , 2 0 2 6 - C : \ A C C \ A C C D o c s \ K i m l e y - H o r n \ C a m p b e l l S h o r e s L a n d s c a p e \ P r o j e c t F i l e s \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C A M P B E L L S H O R E S L A N D S C A P E P L A N . d w g PREPARED FOR: REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 EP/RH EP/RH AS SHOWN 18916.01 4/3/2026 PRIOR LAKE MINNESOTA CAMPBELL SHORES RH DATE____________ REG. NO._________ DRAFT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DI RECT SUPERVI SI ON AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 2026 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MATCH L I N E S E E S H E E T L102 MATCHLINE SEE SHEET L103 L101 PLANT KEY PLANT KEY 944 9 4 0 9 4 4 9 4 2 9 4 6 9 4 8 9 5 2 9 5 4 95 6 930 930 9 3 2 93 4 93 6 93 8 9 4 0 9 4 2 94 4 94 6 94 8 9 4 8 94 6 94 4 9 4 2 9 4 0 9 3 2 9 3 2 9 3 4 936 94 8 950 96 0 96 2 96 2 960 962 9 6 4 956 950 952 948 9 4 6 9 3 8 9 3 6 9 3 4 9 3 2 9 3 2 93 4 9 3 6 93 8 94 0 94 2 94 6 94 4 9 4 8 9 5 0 95 0 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 94 0 94 2 94 4 94 6 94 8 9 4 2 94 0 93 8 9 3 6 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 9 4 8 9 5 0 95 2 9 5 4 934 9 3 4 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 94 6 93 8 94 0 95 0 9 6 0 9 6 2 9 5 8 9 5 6 9 5 4 9 5 2 9 4 8 9 4 6 9 4 4 94 2 93 8 93 6 936 9 4 4 9 4 6 9 4 0 9 4 2 9 4 4 9 4 6 936 946 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 6 95 0 93 2 9 3 2 9 3 4 93 4 9 4 4 9 4 6 9 4 8 9 4 8 9 4 4 942 940 9 3 8 938 938 94 8 94 8 95 0 938 940 942 944 946 948 952 954 9 5 6 95 8 92 6 93 4 934 930 926 930 926 942 93 8 9 3 2 93 2 93 4 946946946 94 4 95 0 940 960 9 4 0 94 0 940 942 950 9 3 8 942 926 928 932 934 1 6 1 2 3 4 4 5 6 7 8 9 10 8 7 9 10 2 3 4 5 6 3 2 1 16 17 18 19 20 21 22 1 11 12 13 14 15 65 4 32 1 19 18 17 16 15 3 2 5 1 2 4 934 93 2 93 0 9 2 5 9 2 5 92 5 92 5 929 92 9 9 2 9 9 2 9 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 2 9 9 2 5 93 0 934 936 932 934 93 4 936 94 2 94 2 94 2 94 2 94 2 94 0 9 4 0 9 3 2 934 926 92 8 93 0 93 4 93 6 928 93 2 92 8940 938 9 4 0 93 6 94 0 93 6 948 94 8 9 4 8 948 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 92 5 9 4 4 9 4 0 9 3 6 9 2 6 9 2 6 9 2 8 9 3 0 9 3 4 9 3 4 9 3 6 9 2 8 9 3 0 93 0 93 4 9 3 6 9 2 8 93 0 93 6 93 6 93 4 93 093 0 95 4 954 94 6 94 0 94 4 95 8 95 0 944 938 936 936 938 938 94 4 9 3 8 9 3 6 932 938 9 4 2 9 5 0 940 94 2 9 4 2 94 2 94 6 938 94 2 946 948 95 0 952 9 5 4 94 4 94 4 9 4 2 9 4 4 956 934 934 93 0 92 8 93 8 93 6 93 6 936 9 3 6 9 3 6 HW L HW L HWL HW L H W L HWL HWL H W L H W L HW L CO CLEAR VIEW TRIANGLE, NO TREES (TYP.) CURB) CLEAR VIEW TRIANGLE, NO TREES (TYP.) CLEAR VIEW TRIANGLE, NO TREES (TYP.) PLANT 15' MIN. FROM BOC (BACK OF CURB) MA R S H A L L R O A D ST R E E T A STREET B ST R E E T C SP R I N G V I E W L A N E E X I S T I N G W E T L A N D WET POND ST R E E T A FILTRATION BASIN SYMBOL CODE COMMON NAME CONIFEROUS TREE BLA BLACK HILLS SPRUCE BLS BALSAM FIR ERC EASTERN REDCEDAR RES RED PINE TTS JUNIOR GIANT WHITE CEDAR WHP WHITE PINE ORNAMENTAL TREE RBM RIVER BIRCH MULTI-TRUNK OVERSTORY TREE ABM AUTUMN BLAZE MAPLE ALN AMERICAN LINDEN BOL BOULEVARD LINDEN BUR BUR OAK FFM FALL FIESTA SUGAR MAPLE GLE SKYLINE® HONEY LOCUST GSL GREENSPIRE LITTLELEAF LINDEN HCK COMMON HACKBERRY IHL IMPERIAL® HONEY LOCUST KCT TRUE NORTH™ KENTUCKY COFFEETREE KCY ESPRESSO KENTUCKY COFFEETREE NPO NORTHERN PIN OAK NRO NORTHERN RED OAK NWM NORTHWOOD MAPLE PRE PRINCETON ELM QWO SWAMP WHITE OAK RDL REDMOND AMERICAN LINDEN RVB RIVER BIRCH SEED MIXES 36-212 WOODLAND EDGE SOUTH & WEST MIX BWSR SEED MIX: WOODLAND EDGE SOUTH & WEST MIX RT RESIDENTIAL TURFGRASS MNDOT SEED MIX: RESIDENTIAL TURFGRASS SSR SOUTHERN SHORTGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN SHORTGRASS ROADSIDE STR SOUTHERN TALLGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN TALLGRASS ROADSIDE WD WET DITCH MNDOT SEED MIX: WET DITCH TURF SOD SOD - - - - - - A p r 0 8 , 2 0 2 6 - C : \ A C C \ A C C D o c s \ K i m l e y - H o r n \ C a m p b e l l S h o r e s L a n d s c a p e \ P r o j e c t F i l e s \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C A M P B E L L S H O R E S L A N D S C A P E P L A N . d w g PREPARED FOR: REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 EP/RH EP/RH AS SHOWN 18916.01 4/3/2026 PRIOR LAKE MINNESOTA CAMPBELL SHORES RH DATE____________ REG. NO._________ DRAFT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DI RECT SUPERVI SI ON AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 2026 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © LANDSCAPE PLAN ENLARGEMENT L102 PLANT KEYPLANT KEY 9 4 0 9 4 8 9 4 6 9 4 2 9 4 0 936 9 3 2 9 2 8 940 930 92 6 9 3 4 9 3 6 93 8 930 94 0 94 2 926 92 8 930 932 934 94 0 9 3 0 936 9 3 6 9 3 8 9 4 0 9 4 2 9 4 4 9 4 0 9 4 2 9 4 4 938 938 936 93 4 9 3 4 9 3 0 930 9 3 0 9 4 0 930 93 4 936 930 2 3 4 5 6 1 2 3 4 5 6 4 93 2 93 0 93 4 93 4 9 3 4 93 6 9 3 8 93 8 9 3 6 930932 934936 9 3 4 9 3 2 9 3 0 934 932 934 93 2 93 0 934 934 932 934 934 93 4 93 4 93 2 930 934 936 938 932932 93 4 92 6 92 8 93 2 93 4 9 3 8 9 2 6 9 3 0 9 3 4 9 3 8 94 6 94 2 94 4 9 3 6 9 3 8 932 934 936 944 93 2 934 9 3 8 HWL H W L HW L HW L HW L CO CO CO CO CO CO CO CO CO CO CO ST R E E T A E X I S T I N G W E T L A N D FILTRATION BASIN FILTRATION BASIN ST R E E T A SEED MIXES 36-212 WOODLAND EDGE SOUTH & WEST MIX BWSR SEED MIX: WOODLAND EDGE SOUTH & WEST MIX RT RESIDENTIAL TURFGRASS MNDOT SEED MIX: RESIDENTIAL TURFGRASS SSR SOUTHERN SHORTGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN SHORTGRASS ROADSIDE STR SOUTHERN TALLGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN TALLGRASS ROADSIDE WD WET DITCH MNDOT SEED MIX: WET DITCH TURF SOD SOD - - - - - - SYMBOL CODE COMMON NAME BOTANICAL NAME CONIFEROUS TREE BLA BLACK HILLS SPRUCE PICEA GLAUCA DENSATA BLS BALSAM FIR ABIES BALSAMEA ERC EASTERN REDCEDAR JUNIPERUS VIRGINIANA RES RED PINE PINUS RESINOSA TTS JUNIOR GIANT WHITE CEDAR THUJA OCCIDENTALIS 'JUNIOR GIANT' WHP WHITE PINE PINUS STROBUS ORNAMENTAL TREE RBM RIVER BIRCH MULTI-TRUNK BETULA NIGRA OVERSTORY TREE ABM AUTUMN BLAZE MAPLE ACER X FREEMANII 'AUTUMN BLAZE' ALN AMERICAN LINDEN TILIA AMERICANA BOL BOULEVARD LINDEN TILIA AMERICANA 'BOULEVARD' BUR BUR OAK QUERCUS MACROCARPA FFM FALL FIESTA SUGAR MAPLE ACER SACCHARUM GLE SKYLINE® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' GSL GREENSPIRE LITTLELEAF LINDEN TILIA CORDATA `GREENSPIRE` HCK COMMON HACKBERRY CELTIS OCCIDENTALIS IHL IMPERIAL® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE' KCT TRUE NORTH™ KENTUCKY COFFEETREE GYMNOCLADUS DIOICUS 'UMNSYNERGY' KCY ESPRESSO KENTUCKY COFFEETREE GYMNOCLADUS DIOICA `ESPRESSO` NPO NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS NRO NORTHERN RED OAK QUERCUS RUBRA NWM NORTHWOOD MAPLE ACER RUBRUM `NORTHWOOD` PRE PRINCETON ELM ULMUS AMERICANA `PRINCETON` QWO SWAMP WHITE OAK QUERCUS BICOLOR RDL REDMOND AMERICAN LINDEN TILIA AMERICANA `REDMOND` RVB RIVER BIRCH BETULA NIGRA A p r 0 8 , 2 0 2 6 - C : \ A C C \ A C C D o c s \ K i m l e y - H o r n \ C a m p b e l l S h o r e s L a n d s c a p e \ P r o j e c t F i l e s \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C A M P B E L L S H O R E S L A N D S C A P E P L A N . d w g A p r 0 8 , 2 0 2 6 - C : \ A C C \ A C C D o c s \ K i m l e y - H o r n \ C a m p b e l l S h o r e s L a n d s c a p e \ P r o j e c t F i l e s \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C A M P B E L L S H O R E S L A N D S C A P E P L A N . d w g PREPARED FOR: REV. SHEETCHECKEDDESIGNED DATEDRAWN SCALE JOB NO. 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS PINNACLE FAMILY HOMES 5100 CONDON ST. SE. PRIOR LAKE, MN 55372 EP/RH EP/RH AS SHOWN 18916.01 4/3/2026 PRIOR LAKE MINNESOTA CAMPBELL SHORES RH DATE____________ REG. NO._________ DRAFT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DI RECT SUPERVI SI ON AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 2026 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © LANDSCAPE PLAN ENLARGEMENT L103 PLANT KEY PLANT KEY TIER 1 TIER AREA 13 Lots 812,068 Total Imp 14.4% LOT BLOCK AREA 1 4 27,079 2 4 20,121 3 4 25,637 4 4 37,177 5 4 32,098 6 4 24,377 7 4 20,023 8 4 19,922 9 4 33,182 10 4 68,349 11 4 115,791 12 4 97,431 13 4 24,202 TIER 2 27 Lots TIER AREA 453,435 Total Imp 39.1% LOT BLOCK AREA 14 4 11,759 15 4 12,268 16 4 10,325 IMPERVIOUS AREA IMPERVOUS AREA % 4,500 38.27% 4,500 36.68% 4,500 43.58% 5,000 5,000 5,000 20.51% 24.97% 25.10% 15.07% 7.32% 4.32% 5,000 19.50% 5,000 13.45% 15.58%5,000 5,000 5,000 5,000 46,843 147,084 65,000 IMPERVIOUS AREA IMPERVOUS AREA % 5,000 18.46% 5,000 24.85% AVAILABLE LOT HARDCOVER LOT IMPERVIOUS AREA 170TH/MARSHALL ROAD ROW AREA NET TIER AREA 25% NET IMP. ALLOWED 36,359 775,709 193,927 SIDEWALK, ROAD, AND TRAIL AREA 20.66% NET TIER AREA 25% NET IMP. ALLOWED 450,190 112,548 LOT IMPERVIOUS AREA 103,900 5,000 5,000 170TH/MARSHALL ROAD ROW AREA 3,245 SIDEWALK, ROAD, AND TRAIL AREA AVAILABLE LOT HARDCOVER 71,969 5.13% 40,579 17 4 56,210 18 4 66,530 19 4 70,966 1 5 11,523 2 5 9,174 3 5 9,742 4 5 10,550 5 5 11,631 6 5 11,940 1 6 12,248 2 6 12,495 3 6 10,047 4 6 11,752 5 6 10,474 6 6 12,129 7 6 10,823 8 6 11,677 9 6 9,792 10 6 9,629 1 3 14,168 2 3 10,164 3 3 9,225 4 3 10,970 8 2 12,571 TIER 3 19 Lots TIER AREA 383,189 Total Imp 30.3% 3,500 4,000 4,000 4,000 4,000 36.35% 28.23% 39.35% 43.36% 36.46% 29.43% NET TIER AREA 28.01% 34.84% 29.78% 33.42% 28.86% 32.34% 29.97% 28.58%3,500 3,500 3,500 3,500 3,500 3,500 3,500 35.74% 3,500 3,500 3,700 3,700 3,700 3,700 3,700 32.11% 40.33% 37.98% 35.07% 31.81% 30.99% 34,390 53,087 71,700 AVAILABLE LOT HARDCOVER LOT IMPERVIOUS AREA 3,700 170TH/MARSHALL ROAD ROW AREA 25% NET IMP. ALLOWED 33,280 349,909 87,477 SIDEWALK, ROAD, AND TRAIL AREA 4,500 8.01% 4,500 6.76% 6.34%4,500 3,700 LOT BLOCK AREA 1 2 25,133 2 2 24,377 3 2 23,007 4 2 17,910 5 2 19,023 6 2 18,846 7 2 18,154 9 2 8,622 10 2 17,785 11 2 19,859 12 2 16,783 13 2 17,267 14 2 15,076 15 2 26,925 19 2 8,950 20 2 9,911 21 2 10,399 22 2 10,399 1 1 10,399 Total Impervious Area 393,802 Sq.Ft. Total Net Tier Area 1,575,808 Sq.Ft.24.99% 32.29% 30.77% 30.77% 30.77% 21.22% 22.03% 42.91% 22.49% 20.14% 23.83% 23.17% 3,200 3,200 3,200 3,200 4,000 4,000 4,000 3,700 4,000 4,000 4,000 4,000 17.39% 4,000 22.33% 21.03% 4,000 4,000 4,000 3,200 26.53% 14.86% 35.75% IMPERVIOUS AREA IMPERVOUS AREA % 4,000 15.92% 4,000 16.41% 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26-___ A RESOLUTION APPROVING THE FINAL PLANNED UNIT DEVELOPMENT (PUD) PLAN FOR CAMPBELL SHORES Motion By: Second By: WHEREAS, Pinnacle Family Homes, LLC, (the “Developer”), and Campbell Shores LLC, (the “Owner”) has applied for a Final Planned Unit Development (PUD) Plan for Campbell Shores; and WHEREAS, on June 9, 2026, the City Council adopted Ordinance No. 126-11, establishing the Campbell Shores Planned Unit Development Overlay District and approving a 62-lot single-family residential development; and WHEREAS, Ordinance No. 126-_____ provides that the elements of the PUD shall be as shown on the approved plans, except for modifications approved as part of the Final PUD Plan; and WHEREAS, the Developer has submitted a Final Planned Unit Development Plan for Campbell Shores; and WHEREAS, the City Council finds the Final PUD Plan to be in substantial compliance with the approved Campbell Shores Preliminary PUD plan and compatible with the purposes and intent of Chapter 10, Article IV, Division 4 of the Zoning Ordinance and applicable Shoreland Overlay District requirements. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The Campbell Shores Final PUD Plan is hereby approved subject to the following conditions: a. The Developer shall revise the plans according to the August 27, 2026 City Engineering and Public Works Department Memorandum. b. The Developer shall obtain all required permits and approvals from other state, county, regional, or local agencies applicable to the development. c. The property shall be developed in substantial conformance with the Final PUD Plans dated th August 8, 2026 the Development Agreement approved by the City Council on October 13, 2026. d. Conservation easements, open space, trails, outlots, and other PUD elements shall be established and maintained in accordance with the approved Final PUD Plans and Development Agreement. th Passed and Adopted this 13 day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26-___ A RESOLUTION APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR CAMPBELL SHORES Motion By: Second By: WHEREAS, Pinnacle Family Homes LLC, (the “Developer”) and Campbell Shores LLC , (the “Owner”) has submitted an application to the City of Prior Lake for approval of a Final Plat for Campbell Shores, consisting of sixty-two (62) single-family residential lots; and WHEREAS, the Prior Lake Planning Commission conducted a public hearing on May 18, 2026 and recommended City Council approval of the Preliminary Plat on a 5-0 vote; and WHEREAS, the City Council previously approved the Preliminary Plat for Campbell Shores on June 9, 2026 by Resolution No. 26-84; and WHEREAS, the City Council has found that the Final Plat of Campbell Shores is in substantial compliance with the approved Preliminary Plat; and WHEREAS, the Developer and City have prepared a Development Agreement establishing the Developer’s obligations relating to construction of public improvements, development fees, financial security, dedications, easements, and other requirements associated with development of Campbell Shores; and WHEREAS, Campbell Shores has been designed and coordinated in consideration of planned Scott County improvements at the intersection of 170th Street East and County Highway 17/Marschall Road, including a future roundabout and associated roadway, utility, drainage, trail, and other improvements; and NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein as if fully set forth. 2. The Final Plat of Campbell Shores is approved subject to the following conditions, which shall be met by the Developer prior to release and recording of the Final Plat: a. A current title opinion or commitment of title insurance shall be submitted in a form acceptable to the City Attorney. b. Payment of all applicable fees shall be made prior to release of the Final Plat mylars. c. Two mylar sets of the Final Plat with all required signatures shall be submitted. d. The Final Plat, Development Agreement, conservation easements, and all other documents required to be recorded in association with the Final Plat shall be filed with Scott County within 90 days of Final Plat approval. Failure to record the required documents within the required period shall render the Final Plat null and void. e. The Developer shall revise the plans according to the August, 27, 2026 City Engineering and Public Works Department Memorandum. f. The Developer shall execute the Campbell Shores Development Agreement and provide all required financial security, escrows, fees, dedications, and easements prior to release of the Final Plat. 3. The Mayor and City Manager are hereby authorized to execute the Development Agreement on behalf of the City. th Passed and adopted by the Prior Lake City Council this 13day of October 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager C:\\Users\\hsimon\\AppData\\Local\\Temp\\06 Resolution -Campbell Shores Final Plat_678891\\06 Resolution -Campbell Shores Final Plat.docx 2 ITEM: 5O CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Paul Moretto, Planner PRESENTED BY: Casey McCabe, Community Development Director AGENDA ITEM: Resolution Approving a Combined Preliminary and Final Plat and an Ordinance Rezoning From A (Agriculture) to R-1 (Low Density Residential) for a Plat to be known as Marsh Drive. RECOMMENDED ACTION: Motion and a second to approve the ordinance rezoning from A (Agricultural) to R-1 (Low Density Residential) and approve the combined preliminary and final plat for Marsh Drive. BACKGROUND: The subject property is located north of CH42, west of Pike Lake Trail NE and east of the Pike Lake Landing development. The property was acquired by the City of Prior Lake in March 2026 for the purpose of connecting Marsh Drive and extending sanitary sewer and water utilities. There is an existing single-family residence on the property which the City currently has listed for sale. The proposed Outlot A is not proposed for development at this time. The Outlot A area may be necessary to accommodate future stormwater needs related to a Marsh Drive street construction project, or the property may be further subdivided in the future to allow for single family residential development. The property is currently zoned A (Agricultural). The City is proposing to rezone the property to R-1 (Low Density Residential) as part of the subdivision process. The proposed plat will establish the property configuration associated with the Marsh Drive NE extension while retaining the existing residential property as Lot 1, Block 1 and creating Outlot A north of the Marsh Drive right- of-way. Subsection 9-34 of City Code allows for the combination of a preliminary and final plat in one action due to the simplicity of the proposed subdivision provided:  The resulting subdivision contains no more than 5 lots. The resulting subdivision will contain one lot, Lot 1 Block 1 and one outlot, Outlot A.  The proposed subdivision is located in an area where streets and utilities are in place and capable of serving the subdivision. Streets and utilities are available and capable of serving the subdivision.  The proposed subdivision does not require the dedication or construction of future streets and will not interfere with the development of adjacent properties. Lot 1, Block 1 has existing access from Hidden Lake Trail NE and does not require construction of a future street to provide access. Outlot A is not intended for immediate development. The Marsh Drive NE right-of-way and road connection are being considered as part of this subdivision and do not represent a future street necessary to provide access to a resulting buildable lot. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 5O Page | 2  The resulting lots shall conform with all provisions of the Zoning Code unless a variance has been granted. Lot 1, Block 1 will conform to the applicable requirements of the proposed R-1 zoning district. Outlot A is not a buildable lot until final platted in the future. On September 21, 2026, the Prior Lake Planning Commission held a public hearing to consider the Combined Preliminary and Final Plat for Marsh Drive and the accompanying rezoning from A (Agricultural) to R-1 (Low Density Residential). Following the public hearing, the Planning Commission voted unanimously to recommend City Council approval of both requests. Current Circumstances The following paragraphs outline the physical characteristics of the existing site, the comprehensive plan and zoning designations, and a description of some of the specifics of the site. PHYSICAL SITE CHARACTERISTICS: Total Site Area: The total property contains approximately 223,289 square feet, or 5.126 acres. The proposed plat consists of the following areas: Plat Area Area Lot 1, Block 1 125,009 sq. ft. / 2.870 ac. Outlot A 61,559 sq. ft. / 1.413 ac. Marsh Drive NE 14,039 sq. ft. / 0.322 ac. CSAH 42 / 140th Street NE 22,682 sq. ft. / 0.521 ac. Total 223,289 sq. ft. / 5.126 ac. Existing Development: An existing single-family dwelling and associated residential improvements are located on the portion of the property proposed as Lot 1, Block 1. Outlot A is an undeveloped parcel. Topography: The property has varied topography, with higher elevations generally associated with Lot 1 and lower elevations extending west and north toward Pike Lake and the wetland areas shown on the preliminary plat. Wetlands/Natural Features: Pike Lake and delineated wetlands are located along the northern and western portions of the parcel. The preliminary plat identifies 30-foot buffers from delineated wetlands and proposed conservation easements intended to protect portions of these environmentally sensitive areas. Access: Lot 1 currently has constructed vehicular ingress and egress from Hidden Lake Trail NE. The plat also establishes Marsh Drive NE right-of-way through the property. 2040 Comprehensive Plan Designation: This property is designated for Urban Low Density Residential Land Uses on the 2040 Comprehensive Plan Land Use Map. Zoning: The property is currently zoned A (Agricultural). The City proposes to rezone the property to R-1 (Low Density Residential). Item 5O Page | 3 Shoreland Overlay District: The property is located within the Shoreland Overlay District associated with Pike Lake. Pike Lake is classified as a Natural Environment Lake with an ordinary high-water level of 820.5 feet. The proposed plat includes conservation easements and wetland buffers intended to protect environmentally sensitive portions of the site. The project has been provided to the Minnesota Department of Natural Resources for review and comment due to its location within the Pike Lake Shoreland Overlay District. PROPOSED PLAN Plat: The proposed Marsh Drive plat creates Lot 1, Block 1 and Outlot A and dedicates the public right-of-way necessary for Marsh Drive NE. The final plat also establishes drainage and utility easements along the resulting lot, outlot, and dedicates additional public right-of-way along CH42. Lot 1, Block 1: Lot 1 will contain approximately 2.870 acres and includes the existing single- family dwelling. The lot has existing access from Hidden Lake Trail NE and meets the minimum lot area and width requirements of the proposed R-1 zoning district. Outlot A: Outlot A will contain approximately 1.413 acres and is located north of Marsh Drive NE. Outlot A is not intended to be developed at this time but may be further subdivided for low density residential development as part of a future final plat. Marsh Drive NE: The plat dedicates approximately 0.322 acres for Marsh Drive NE through the property. The dedication establishes the roadway property configuration between the existing portions of Marsh Drive and the surrounding street system. Conservation Easements: Two perpetual conservation easements are proposed in conjunction with the plat. A 12,228-square-foot conservation easement is proposed over a portion of Outlot A. A second 32,875-square-foot conservation easement is proposed over a portion of Lot 1, Block 1. Drainage and Utility Easements: Drainage and utility easements are shown on the plat and include easements adjoining the proposed street and lot lines. The property is also subject to existing utility, drainage, highway, driveway, development, and conservation easements identified in the title review and preliminary plat. Grading / Stormwater: City Engineering has reviewed the proposed subdivision and identified no significant grading or stormwater concerns. Final review will confirm that the required wetland buffers are correctly shown and maintained on the plat and associated plans. Rezoning: The property is currently zoned A (Agricultural). Section 10-161 states that the purpose of the Agricultural zoning district is to protect agricultural investments until public utilities may be extended and additional urban development is needed. The proposed R-1 Low Density Residential district is intended to provide areas where the emphasis is on single-family residential development and compatible uses serving residential neighborhoods. Section 10-932(i) states that recommendations of the Planning Commission and final determinations of the City Council regarding amendments to the zoning map shall be supported by findings addressing the relationship of the proposed amendment to the following policies: Item 5O Page | 4 The area, as presently zoned, is inconsistent with the policies and goals of the Comprehensive Plan, or the land was originally zoned erroneously due to a technical or administrative error. The property is guided Urban Low Density Residential by the 2040 Comprehensive Plan. R-1 is consistent with that designation and the existing Agricultural zoning no longer reflects the planned urban residential use of the property. The area for which rezoning is requested has changed or is changing to such a degree that it is in the public interest to rezone so as to encourage redevelopment of the area. The surrounding area has developed with an urban residential pattern, including the adjacent Pike Lake Landing neighborhood. The proposed subdivision and Marsh Drive connection further establish the property within that urban residential context. The existing Agricultural zoning no longer reflects the existing and planned development pattern of the property and surrounding area. The permitted uses allowed within the proposed zoning district will be appropriate on the subject property and compatible with adjacent properties and the neighborhood. R-1 zoning is appropriate for the property. Lot 1 contains an existing single-family dwelling, and single-family dwellings are permitted uses within the R-1 district. The proposed zoning is also compatible with the residential development surrounding the property. Combined Preliminary and Final Plat: The proposed plat creates one buildable residential lot and one outlot while establishing the property configuration and public right-of-way associated with Marsh Drive NE. Lot 1 meets the dimensional requirements of the proposed R-1 zoning district and has existing street access. Outlot A is not intended for immediate development. The plat establishes required drainage and utility easements, and separate conservation easements are proposed to protect wetland and buffer areas. Chapter 9 of Prior Lake City Code requires subdivision lots to comply with the applicable zoning district standards, have appropriate street frontage, and give due regard to natural features. The subdivision ordinance also requires subdivision design to protect environmentally sensitive areas including wetlands, drainageways, watercourses, steep slopes, and wooded areas. City Engineering staff have reviewed the proposed subdivision and identified no issues, subject to confirmation of the wetland buffer area. Conclusion City staff finds the proposed rezoning from A (Agricultural) to R-1 (Low Density Residential) is appropriate for the subject property and compatible with the surrounding residential development pattern. The proposed zoning will allow Lot 1, Block 1 to be regulated consistently with its existing residential use and the surrounding neighborhood. Staff also finds the proposed Combined Preliminary and Final Plat meets the applicable subdivision requirements. The plat creates one buildable lot with existing access, establishes Outlot A for potential future residential development, dedicates the Marsh Drive NE right-of-way, Item 5O Page | 5 dedicates CH42 right-of-way, and provides drainage, utility, and conservation easements associated with the subdivision. Staff recommends approval of the rezoning and Combined Preliminary and Final Plat. FINANCIAL IMPACT: No financial impact is anticipated with the rezoning and Final Plat. ALTERNATIVES: 1. Motion and a second, as part of the consent agenda, approving an ordinance rezoning from A (Agricultural) to R-1 (Low Density Residential) and approval of a resolution approving the combined preliminary and final plat for Marsh Drive. 2. Remove this item from the consent agenda for discussion. ATTACHMENTS: 1. Location Map 2. Final Plat 3. Preliminary Plat/Existing Conditions Survey 4. Conservation Easement Exhibit – Outlot A 5. Conservation Easement Exhibit – Lot 1, Block 1 6. Resolution Final Plat 7. Ordinance Rezoning 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26-xx A RESOLUTION APPROVING THE COMBINED PRELIMINARY AND FINAL PLAT FOR MARSH DRIVE Motion By: Second By: WHEREAS, the City of Prior Lake is the owner and subdivider of property located at 13995 Hidden Lake Trail NE and has requested approval of a Combined Preliminary and Final Plat to be known as MARSH DRIVE for property legally described as: That part of the West 400.00 feet of the Southeast Quarter of the Southwest Quarter of Section 23, Township 115, Range 22, Scott County, Minnesota, lying South and East of the following described line: Commencing at the Southwest corner of said West 400.00 feet of the Southeast Quarter of the Southwest Quarter; thence South 89 degrees 43 minutes 30 seconds East along the South line thereof a distance of 125.59 feet to the actual point of beginning of the line to be described; thence North 11 degrees 31 minutes 39 seconds East a distance of 381.33 feet; thence North parallel with the West line of said Southeast Quarter of the Southwest Quarter a distance of 680.27 feet; thence Easterly parallel with the North line of said Southeast Quarter of the Southwest Quarter a distance of 198.21 feet more or less to the East line of said West 400.00 feet of the Southeast Quarter of the Southwest Quarter and there terminating, Scott County, Minnesota. PID: 259230041; and WHEREAS, the proposed plat creates Lot 1, Block 1 and Outlot A, dedicates public right-of-way for Marsh Drive NE, and identifies existing right-of-way associated with County State Aid Highway 42 (140th Street NE); and WHEREAS, the Prior Lake Planning Commission conducted a public hearing on September 21, 2026, to consider the request for a Combined Preliminary and Final Plat for MARSH DRIVE; and WHEREAS, notice of the public hearing on said Combined Preliminary and Final Plat was duly published and mailed in accordance with applicable Prior Lake ordinances and state law; and WHEREAS, the Planning Commission heard all persons interested in the Combined Preliminary and Final Plat at the public hearing and recommended that the City Council approve the plat for MARSH DRIVE on a 5-0 vote, subject to certain conditions; and WHEREAS, the City Council considered the Planning Commission's recommendation and the request for approval of the Combined Preliminary and Final Plat for MARSH DRIVE on th October 13, 2026; and 1 WHEREAS, the City Council concurrently considered an ordinance rezoning the subject property from A (Agricultural) to R-1 (Low Density Residential) consistent with the Urban Low Density Residential designation of the 2040 Comprehensive Plan; and WHEREAS, the City of Prior Lake is both the property owner and subdivider, and no separate Development Agreement is proposed for this City-owned subdivision. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The City Council approves the Final Plat of MARSH DRIVE, as subject to the following conditions: a. The ordinance rezoning the subject property from A (Agricultural) to R-1 (Low Density Residential) shall be approved and effective prior to recording of the Final Plat. b. The Final Plat and associated plans shall accurately identify and maintain the required wetland buffers. c. All applicable Minnesota Department of Natural Resources and Scott County review comments shall be addressed prior to recording of the Final Plat. d. A perpetual conservation easement over the wetland buffer on Outlot A shall be executed and recorded. e. A perpetual conservation easement over the wetland buffer on Lot 1, Block 1 shall be executed and recorded. 3. The City shall record the Final Plat within ninety (90) days after approval of this plat. th PASSED AND ADOPTED THIS 13 DAY OF OCTOBER 2026. VOTE Briggs Braid Churchill Lake Hellier Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ___________________________ Jason Wedel, City Manager 2 4646 Dakota Street SE Prior Lake, MN 55372 CITY OF PRIOR LAKE ORDINANCE NO. 126-__ AN ORDINANCE AMENDING SECTION 10-162 OF PRIOR LAKE CITY CODE RELATED TO THE OFFICIAL ZONING MAP FOR THE CITY OF PRIOR LAKE MOTION BY: _________________ SECOND BY: __________________ The City Council of the City of Prior Lake does hereby ordain: 1. The Prior Lake Official Zoning Map, referred to in Prior Lake City Code Section 10-162, is hereby amended to provide a zoning classification of the following legally described property from A, Agricultural to R-1, Low Density Residential. LEGAL DESCRIPTION: That part of the West 400.00 feet of the Southeast Quarter of the Southwest Quarter of Section 23, Township 115, Range 22, Scott County, Minnesota, lying South and East of the following described line: Commencing at the Southwest corner of said West 400.00 feet of the Southeast Quarter of the Southwest Quarter; thence South 89 degrees 43 minutes 30 seconds East along the South line thereof a distance of 125.59 feet to the actual point of beginning of the line to be described; thence North 11 degrees 31 minutes 39 seconds East a distance of 381.33 feet; thence North parallel with the West line of said Southeast Quarter of the Southwest Quarter a distance of 680.27 feet; thence Easterly parallel with the North line of said Southeast Quarter of the Southwest Quarter a distance of 198.21 feet more or less to the East line of said West 400.00 feet of the Southeast Quarter of the Southwest Quarter and there terminating, Scott County, Minnesota. PID: 259230041 2. City Code Section 10-983 entitled “Enforcement” is hereby adopted in its entirety, by reference, as though repeated verbatim herein. This ordinance shall become effective from and after its passage and publication. th Passed by the City Council of the City of Prior Lake this 13 day of October, 2026. ATTEST: ______________________________ _______________________________ City Manager Mayor SHEET 1 OF 2 SHEETS THIS PLAT PREPARED BY BOLTON & MENK, INC. MARSH DRIVE KNOW ALL PERSONS BY THESE PRESENTS: That the City of Prior Lake, a Minnesota municipal corporation under the laws of Minnesota, owner of the following described property: That part of the West 400.00 feet of the Southeast Quarter of the Southwest Quarter of Section 23, Township, 115, Range 22, Scott County, Minnesota, lying South and East of the following described line: Commencing at the Southwest corner of said West 400.00 feet of the Southeast Quarter of the Southwester Quarter; thence South 89 degrees 43 minutes 30 seconds East along the South line thereof a distance of 125.59 feet to the actual point of beginning of the line to be described; thence North 11 degrees 31 minutes 39 seconds East a distance of 381.33 feet; thence North parallel with the West line of said Southeast Quarter of the Southwest Quarter a distance of 680.27 feet; thence Easterly parallel with the North line of said Southeast Quarter of the Southwest Quarter a distance of 198.21 feet more or less to the East line of said West 400.00 feet of the Southeast Quarter of the Southwest Quarter and there terminating, Scott County, Minnesota. Has caused the same to be surveyed and platted as MARSH DRIVE and does hereby donate and dedicate to the public for public use forever the public way and also dedicate the easements as shown on this plat for drainage and utility purposes as created by this plat. In witness whereof said City of Prior Lake, a Minnesota municipal corporation under the laws of Minnesota, has caused these presents to be signed by its proper officers this ______ day of __________________ , 20___. City of Prior Lake By ____________________________________ , its Mayor Edward K. Briggs By ____________________________________ , its Clerk Heidi R. Simon STATE OF MINNESOTA COUNTY OF SCOTT This instrument was acknowledged before me on ______ day of __________________ , 20___ by Edward K. Briggs, Mayor and Heidi R. Simon, Clerk of the City of Prior Lake, a Minnesota municipal corporation under the laws of Minnesota, on behalf of the corporation. ___________________________________ Notary Public, __________________ County, Minnesota (Notary Signature) ___________________________________My Commission Expires __________________________ (Notary Printed Name) SURVEYOR'S CERTIFICATE I, Eric R. Wilfahrt, 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___ ____________________________________ Eric R. Wilfahrt, Licensed Land Surveyor Minnesota License No. 46166 STATE OF MINNESOTA COUNTY OF DAKOTA The foregoing instrument was acknowledged before me on ______ day of __________________ , 20___ by Eric R. Wilfahrt, a Licensed Land Surveyor, Minnesota License No. 46166. ___________________________________ Notary Public, __________________ County, Minnesota (Notary Signature) ___________________________________My Commission Expires __________________________ (Notary Printed Name) CITY COUNCIL, Prior Lake, Minnesota This plat of MARSH DRIVE was approved by the City Council of the City of Prior Lake, Minnesota at a regular meeting thereof held the ______ day of __________________ , 20___, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03 Subd. 2. City Council, Prior Lake, Minnesota __________________________________ , Mayor ________________________________ , Clerk COUNTY SURVEYOR, Scott County, Minnesota Pursuant to Minnesota Statutes, Chapter 389.09, Subd. 1, as amended, this plat has been reviewed and approved this ______ day of __________________ , 20___. _____________________________________ Scott County Surveyor COUNTY AUDITOR/TREASURER, Scott County, Minnesota I hereby certify that the current and delinquent taxes on the lands described within are paid and the transfer is entered this ______ day of __________________ , 20___. Scott County Auditor Scott County Treasurer By: ______________________________________, Deputy COUNTY RECORDER, Scott County, Minnesota I hereby certify that this plat of MARSH DRIVE was filed in the office of the County Recorder for public record on this ______ day of __________________ , 20___, at ______ o'clock ______ . M. as Document No. ____________________. _____________________________________ Scott County Recorder S 1/4 COR. OF SEC. 23, TWP. 115, RGE. 22 (MAG NAIL) WETLAND PIKE L A K E o o o o o o S 8 9 ° 1 5 ' 2 3 " E ( M E A S ) 1 2 5 . 5 9 N 11°59' 4 6 " E ( M E A S ) 3 8 1 . 3 3 N 00°28'39" E (MEAS) 680.27 S 8 9 ° 1 9 ' 3 4 " E 1 9 8 . 2 7 ( M E A S ) S 00°28'39" W 1054.51 S 8 9 ° 1 5 ' 2 3 " E 2 7 4 . 4 2 S 8 9 ° 4 3 ' 3 0 " E ( D E E D ) N 11°31' 3 9 " E ( D E E D ) WEST LINE OF SE 1/4 OF SW 1/4, SEC. 23, TWP. 115, RGE. 22 40 0 . 0 0 SW COR. OF SE 1/4 OF SW 1/4, SEC. 23, TWP. 115, RGE. 22 EAST LINE OF WEST 400.00 FT. OF SE 1/4 OF SW 1/4, SEC. 23, TWP. 115, RGE. 22 SO U T H L I N E O F S E 1 / 4 O F S W 1 / 4 , SE C . 2 3 , T W P . 1 1 5 , R G E . 2 2 60 62 55 55 50 50 LI N E P A R A L L E L W I T H N O R T H LI N E O F S E 1 / 4 O F S W 1 / 4 , SE C . 2 3 , T W P . 1 1 5 , R G E . 2 2 19 8 . 2 1 ( D E E D ) SC O T T C O U N T Y H I G H W A Y EA S E M E N T P E R D O C . N O . 1 2 9 8 9 1 42 42 SC O T T C O U N T Y R I G H T OF A C C E S S P E R D O C . NO . 1 2 9 8 9 1 SC O T T C O U N T Y U T I L I T Y & D R A I A N G E EA S E M E N T P E R D O C . N O . 4 0 0 3 9 5 40 50 DRAINAGE & UTILITY EASEMENT PER DOC. NO. A1143051 S 8 9 ° 4 4 ' 0 3 " E 1 9 8 . 2 7 N 8 9 ° 3 1 ' 2 1 " W 1 9 8 . 2 6 311.20 70.44 71.18 OUTLOT A MA R S H D R I V E N E LOT 1 BLOCK 1 CO U N T Y S T A T E A I D HI G H W A Y N O . 4 2 (1 4 0 T H S T R E E T N E ) 584.93 88.62 298.63 297.64 83.69 S 8 9 ° 1 7 ' 2 1 " W 2 5 7 . 7 6 WETL A N D WETLAND 100 100 33 33 DR A I N A G E & U T I L I T Y E A S E M E N T 50 50 5 5 5 10 5 10 DRAINAGE & UTILITY EASEMENT DRAINA G E & U T I L I T Y E A S E M E N T DR A I N A G E & U T I L I T Y E A S E M E N T 5 5 40 0 . 0 0 CE N T E R L I N E O F R I G H T - O F - W A Y P E R C O U N T Y CO N S T R U C T I O N P L A N S D A T E D 5 / 1 2 / 1 9 9 7 110.00 98 . 2 7 10 0 . 0 0 309.78 199.78 1/2" IRON PIPE CAP NO 1018? 1/2" IRON P I P E CAP NO 4 6 1 6 7 5/8" IRON PIPE BROKEN CAP 1/ 2 " I R O N P I P E CA P N O 7 0 9 5 1" I R O N P I P E 1/ 2 " I R O N P I P E CA P N O 1 3 0 5 7 1/2" IRON PIPE CAP NO 13057 1/ 2 " I R O N P I P E CA P N O 4 6 1 6 7 1/2" IRON PIPE CAP NO 46167 BENC H M A R K : MNDO T G E O . M O N . " P R I S C I L L A " ( N E Q U A D . O F C S A H 4 2 & T H 1 3 ) / ELE V A T I O N = 9 5 7 . 7 2 F E E T ( N A V D 8 8 ) WATE R E L E V A T I O N : AS O F A P R I L 1 , 2 0 2 6 = 8 2 0 . 5 F E E T ( N A V D 8 8 ) HIGH E S T K N O W N W A T E R E L E V A T I O N : 823 . 5 8 F E E T ( N G V D 2 9 ) A C C O R D I N G T O STAT E O F M I N N E S O T A D E P T . O F N A T U R A L R E S O U R C E S WIDTH VARIES WIDTH VARIES N 00°00'00" E (DEED) 262.95 N 12°19'57" E 24.32 N 00°28'39" E 211.71 N 44°49'47" E 21.46 N 00°28'42" E 54.03 N 2 5 ° 4 3 ' 5 8 " E 1 2 4 . 0 4 72 . 9 2 HI G H W A Y A C C E S S P E R DO C . N O . 2 3 3 3 4 5 62 33 . 3 8 N 00°44'37" E 72.00 S 8 9 ° 1 5 ' 2 3 " E 9 4 1 . 0 3 SHEET 2 OF 2 SHEETS R SCALE IN FEET 0 40 80 THIS PLAT PREPARED BY BOLTON & MENK, INC. MARSH DRIVE DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NO. 46166 DENOTES FOUND MONUMENT (TYPE AS NOTED) THE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE SCOTT COUNTY COORDINATE SYSTEM NAD83 (1996 ADJUSTMENT) DENOTES MAG NAIL WITH DISK MONUMENT SET AND MARKED BY LICENSE NO. 46166 R VICINITY MAP NOT TO SCALE SEC. 23, TWP. 115, RGE. 22 S I T E C.S.A.H. NO. 42 LAK E T R A I L N E C. S . A . H . N O . 2 1 MARSH DR. NE PI K E DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: BEING 10 FEET IN WIDTH AND ADJOINING STREET LINES UNLESS OTHERWISE INDICATED AND 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES 1010 5 5 o DENOTES RIGHT OF ACCESS 12224 Nicollet Avenue Burnsville, MN 55337 Phone: (952) 890-0509 H:\PLAK\26X143268000\CAD\C3D\143268V-PLTP01.dwg 5/14/2026 12:41 PM ©Bolton & Menk, Inc. 2026, All Rights Reserved FOR: DRAWN BY:FIELD BOOK:JOB NUMBER: PRELIMINARY PLAT 13995 HIDDEN LAKE TRAIL NE, PRIOR LAKE, MN 55372 PART OF SE 1/4 OF SW 1/4 SEC. 23, TWP. 115, RGE. 22 SCOTT COUNTY, MN CITY OF PRIOR LAKE H:\PLAK\26X143268000\CAD\C3D\SDB_143268_ScottMN-F_H83(96)_V88 26X.143268 NL S23-T115-R22-34 R NOTES CORRESPONDING TO SCHEDULE B EXCEPTIONS The following were provided in First American Title Insurance Company (Issuing Agent: Land Title, Inc.), Commitment No. 730041, Commitment Date: March 19, 2026 at 7:00 a.m, Schedule B - Part II Exceptions. The Items referenced are followed by comments made by Bolton & Menk, Inc. addressing the Item and are referenced on survey map by item number. Items 1 through 11, Schedule B - Part II Exceptions are not addressed on this survey (general or non-survey related). Rights of the public and of the State of Minnesota in that part of the land lying below the natural high water mark of Pike Lake. - The water's edge of Pike Lake located on 04/03/2026 is graphically shown on this survey map. Riparian rights are neither guaranteed nor insured herein. - Pike Lake is graphically shown on this survey map. Highway Easement dated April 23, 1971, filed February 8, 1972 as Document Number 129891. - Said Highway Easement is graphically shown on this survey map. Easement Agreement dated June 16, 1975, filed July 10, 1975 as Document Number 145885. - Said easement is a temporary easement and expired on December 31, 1975, therefore said easement is not graphically shown on this survey map. Highway Access Easement Release dated April 24, 1987, filed April 29, 1987 as Document Number 233346. - Said highway access easement release is graphically shown on this survey map. Utility and Drainage Easement dated October 6, 1997, filed October 10, 1997 as Document Number 400395. - Said Utility and Drainage Easement is graphically shown on this survey map. Driveway Easement dated October 29, 1990, filed November 28, 1990 as Document Number 276647. - Said Driveway Easement is graphically shown on this survey map. Terms and conditions of Development Agreement dated March 31, 2021, filed August 12, 2021 as Document Number A1136168. - The surveyed property is subject to said Development Agreement. Declaration of Conservation Easement dated March 31, 2021, filed August 12, 2021 as Document Number A1136169. - Said Conservation Easements adjoining and lying in close proximity and adjacent to the surveyed property is graphically shown on this survey map. Temporary Construction Easement Agreement dated March 12, 2021, filed October 26, 2021 as Document Number A1143050. - Said Temporary Construction Easement has expired, therefore it is not graphically shown on this survey map. Declaration of Grant of Easement dated May 12, 2021, filed October 26, 2021 as Document Number A1143051. - Said easement is graphically shown on this survey map. LEGAL DESCRIPTION The following was provided in First American Title Insurance Company (Issuing Agent: Land Title, Inc.), Commitment No. 730041, Commitment Date: March 19, 2026 at 7:00 a.m, Schedule A. That part of the West 400.00 feet of the Southeast Quarter of the Southwest Quarter of Section 23, Township, 115, Range 22, Scott County, Minnesota, lying South and East of the following described line: Commencing at the Southwest corner of said West 400.00 feet of the Southeast Quarter of the Southwester Quarter; thence South 89 degrees 43 minutes 30 seconds East along the South line thereof a distance of 125.59 feet to the actual point of beginning of the line to be described; thence North 11 degrees 31 minutes 39 seconds East a distance of 381.33 feet; thence North parallel with the West line of said Southeast Quarter of the Southwest Quarter a distance of 680.27 feet; thence Easterly parallel with the North line of said Southeast Quarter of the Southwest Quarter a distance of 198.21 feet more or less to the East line of said West 400.00 feet of the Southeast Quarter of the Southwest Quarter and there terminating, Scott County, Minnesota. Abstract Property UTILITY AND SITE DATA UTILITIES: Underground utility lines and structures are shown in an approximate way only, according to information provided by others. A request that utilities be located for this survey was made through Gopher State One Call (Ticket No. 260861341). The underground utility lines and structures shown on this map represent the information provided to Bolton & Menk, Inc. as a result of that request. The surveyor does not guarantee that the information provided was either complete or accurate. The surveyor does not guarantee that there are no other underground utility lines and structures, active or abandoned, on or adjacent to the subject property. EXISTING AREA: 223,289 sq. ft. (5.126 ac.) PROPOSED AREAS: Lot 1 = 125,009 sq. ft. (2.870 ac.) Outlot A = 61,559 sq. ft. (1.413 ac.) Marsh Drive NE = 14,039 sq. ft. (0.322 ac.) C.S.A.H. No. 42 (140th St. NE) = 22,682 sq. ft. (0.521 ac.) Total = 223,289 sq. ft. (5.126 ac.) ZONING CODE: Existing zoning classification: A - Agriculture Maximum Height: 35 feet Maximum Density: 0.10 unit per acre Minimum Lot Area: 10 acres Minimum Lot Width: 330 feet Minimum Building Setbacks: -Front Yard: 50 feet -Side Yard: 20 feet -Rear Yard: 50 ft. SURVEYOR'S NOTES 1.The subject property is Abstract property. 2.Orientation of the bearing system is based upon the south line of the Southeast Quarter of the Southwest Quarter of Section 23, Township 115, Range 22, Scott County, Minnesota, which is assumed to bear South 89 degrees 15 minutes 23 seconds East (Horizontal Datum: Scott County Coordinates NAD 83 (1996 Adjustment). 3.Vertical datum: NAVD 88. 4.Bolton & Menk, Inc. did not determine ownership of adjacent land. The ownership and tax parcel information shown hereon was take from Scott County's Web Based Public GIS mapping. 5.The exterior building lines shown are of the building footprint as measured at ground level. The building foundation, which is not visible, may extend beyond the exterior building lines shown. 6.Subject property has constructed vehicular ingress and egress to/from Hidden Lake Trail NE. Subject property also has un-constructed access to/from Marsh Drive NE adjoining its westerly and easterly property lines. 7.Field work was completed on April 3, 2026. 8.Contours graphically shown are based on Lidar information obtained from MnTOPO. The subdivision of PIKE LAKE LANDING and its improvements may or may not match Lidar information as the Lidar data may pre-date said subdivision. OWNER/SUBDIVIDER City of Prior Lake 4646 Dakota St. SE Prior Lake, MN 55372 SURVEYOR Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337-1649 _____________________________________ Eric R. Wilfahrt License Number 46166 SURVEYOR'S CERTIFICATION I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. ________________ Date 5/14/2026 12 13 14 SHEET 1 OF 2 SHEETS 15 16 17 18 19 20 21 22 DRAFT MARSH DRIVE PRELIMINARY PLAT 832 830 828 8 2 0 8 2 5 83 0 82 5 820 825 8 2 4 8 2 7 8 2 5 82 5 82 4 82 6 83 0 830 830 830 830 835 840 8 4 5 835 840 835 840 8 4 0 8 3 5 8 3 5 8 4 0 8 4 5 84 6 8 4 5 8 4 5 84 5 845 84 5 845 842 842 850 85 0 84 8 8 4 7 8 4 8 847 849 850 8 5 1852 85 0 8 4 5 8 4 1 8 4 2 8 4 5 8 4 6 8 4 7 843 84 5 845 845 845 8 4 5 84 8 850 855 8 5 0 847 8 5 0 850 85 0 85 5 856 856 8 5 5 844 844 844 843 8 4 5 848 8 4 0 840 840 835 835 > > > > > > >>>>>> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >> >> >> >> > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > PR O T E C T E D NA T U R A L AR E A DO N O T E N T E R PR O T E C T E D NA T U R A L A R E A PO S T D O W N POLE CUT 6' ABOVE EXISTING GRADE ST O N E S WO O D ROC K E D G I N G TIM B E R E D G I N G BOULDERS LANDSCAPE TR I M DE C K SILT FENCE SILT FENCE B O U L D E R S PROTECTED NATURAL AREA DEC K BOULDERS BOULDERS DE C K BO U L D E R S DE C K NO PA R K I N G PROTECTED NATURAL AREA CE N T E R P O I N T E N E R G Y MC I WO O D WO O D WO O D WO O D WO O D WO O D WO O D CU T 6 ' A B O V E E G SE W E R MA R K E R PR O T E C T E D NA T U R A L A R E A DECK WOOD WITH ATTACHED OUTLET DECK CB R=844.80 E (15 IN HDPE)839.95INV:INV:INV:INV:INV:INV: U CB R=844.77 E (24 IN HDPE) W (15 IN HDPE) SW (24 IN HDPE) 839.75 839.55 INV: INV:839.72INV:INV:INV: INV: D MH STRM R=846.00 NE (27 IN RCP) SW (27 IN RCP)834.31 834.30 INV:INV:INV:INV:INV: INV: HF CB R=844.29 NE (24 IN HDPE) S (24 IN RCP)840.21 840.21 INV:INV:INV:INV:INV: INV: FEST ELEV= 833.60 DIR= WITH GAURD U HF FH CL V T UGST B /12" CMP INV: 845.03 CL V T UGST E INV: 844.36 CO CO CO CO COCO COCO U U U UP M U M D MH STRM R=838.99 N (15 IN RCP) SW (15 IN RCP)833.49 833.44 INV:INV:INV:INV:INV: INV: U P P B AC U CB R=843.14 N (15 IN RCP) SW (6 IN DRAIN TILE)839.89 838.28 INV:INV:INV:INV:INV: INV: CO CO CO U FEST ELEV= 842.26 DIR= WITH GUARD D MH STRM R=846.86 S (15 IN RCP) N (15 IN RCP) 842.24 INV:INV:INV:INV:INV: INV: U C CH CB R=846.54 S (15 IN RCP)842.69INV:INV:INV:INV:INV:INV: S MH SSWR R=846.28 W (8 IN PVC)836.36INV:INV:INV:INV:INV:INV: AC S MH SSWR R=851.87 SW (8 IN PVC) W (8 IN PVC) E (8 IN PVC) 835.84 835.74 INV: INV:835.79INV:INV:INV: INV: D MH STRM R=829.30 NE (15 IN RCP) W (15 IN RCP) S (15 IN RCP) 825.15 825.05 INV: INV:825.10INV:INV:INV: INV: U D MH STRM R=832.09 N (15 IN RCP) SW (15 IN RCP)828.09 828.00 INV:INV:INV:INV:INV: INV: DMH STRM R=834.95 NE (15 IN RCP) S (15 IN RCP)829.87 829.79 INV:INV:INV:INV:INV: INV: U P P PP PP FEST ELEV= 831.80 DIR= WITH GUARD FEST ELEV= 823.82 DIR= D MH STRM R=828.96 E (15 IN RCP) NW (15 IN RCP) SW (15 IN RCP) 823.81 820.91 INV: INV:821.01INV:INV:INV: INV: FE S T EL E V = 8 2 0 . 5 0 DI R = W I T H G U A R D CB R=846.54 S (15 IN RCP) N (15 IN RCP)842.42 842.32 INV:INV:INV:INV:INV: INV: F F F F F F F F F F F F F F F F F FO U O U O U O U OU OU OU OU OU OU OU G G G G F E E E E E E E E OU OU OU OU OU OU O U O U O U O U O U OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU X X X X G G G G G GGG G G G G G G G G G G G GGGGG G G G F F F F F F F F F O U O U OU X X X X X X X X X X X XXX E E E E E E E E E F F F F F F F F G G G G G G G BOU L D E R S RO C K S LANDSCAPE TRIM R O C K S M U L C H PROTECTE D NATURAL A R E A PRO T E C T E D NAT U R A L A R E A PROTECTED NATURAL AREA PROTECTED NATURAL AREA PROTECTED NATURAL AREA PROTECT E D NATURAL A R E A E X I S T I N G H O U S E DEC K E X I S T I N G H O U S E EXISTING HOUSE BO U L D E R S BO U L D E R S BOULDERS EX I S T I N G H O U S E EX I S T I N G H O U S E EXISTING HOUSE EX I S T I N G H O U S E ROCKS R O C K S PE R G O L A 45 . 3 27.2 13 . 7 15.3 2. 1 24.3 24 . 4 24.0 4. 0 16.04. 0 27.3 OW N E R : P I K E L A K E L A N D I N G M A S T E R A S S O C I A T I O N PI D : 2 5 5 5 5 0 6 7 0 OW N E R : R U H L A N D R E W R & R U H L M E A G A N PID : 2 5 5 5 5 0 4 3 0 OW N E R : M O O R E B R A D L E Y T PID : 2 5 5 5 5 0 4 4 0 OWNER: PIKE LAKE LANDING MASTER ASSOCIATION PID: 255550660 OW N E R : E G G E B R A A T E N J O S H U A & E G G E G R A A T E N M A R I A H PID : 2 5 5 5 5 0 4 9 0 OWNER: PRIOR LAKE CITY PID: 255550650 OWNER: RE CLARK LAND INVESTMENTS LLC PID: 255240040 OWNER: PRIOR LAKE CITY PID: 255240060 OWNER: PIKE LAKE MARSH LP PID: 255240010 o o o o o o o o S 8 9 ° 1 5 ' 2 3 " E ( M E A S ) 1 2 5 . 5 9 N 11°59' 4 6 " E ( M E A S ) 3 8 1 . 3 3 N 00°28'39" E 680.27 S 8 9 ° 1 9 ' 3 4 " E 1 9 8 . 2 7 ( M E A S ) S 00°28'39" W 1054.51 S 8 9 ° 1 5 ' 2 3 " E 2 7 4 . 4 2 S 8 9 ° 4 3 ' 3 0 " E ( D E E D ) N 11°31' 3 9 " E ( M E A S ) WEST LINE OF SE 1/4 OF SW 1/4, SEC. 23, TWP. 115, RGE. 22 40 0 40 0 EAST LINE OF WEST 400 FT. OF SE 1/4 OF SW 1/4, SEC. 23, TWP. 115, RGE. 22 SO U T H L I N E O F S E 1 / 4 O F S W 1 / 4 , SE C . 2 3 , T W P . 1 1 5 , R G E . 2 2 60 62 55 55 50 50 LINE P A R A L L E L W I T H N O R T H LINE O F S E 1 / 4 O F S W 1 / 4 , SEC. 2 3 , T W P . 1 1 5 , R G E . 2 2 19 8 . 2 1 ( D E E D ) SC O T T C O U N T Y H I G H W A Y EA S E M E N T P E R D O C . N O . 1 2 9 8 9 1 42 42 SC O T T C O U N T Y R I G H T O F A C C E S S PE R D O C . N O . 1 2 9 8 9 1 OPEN RIGHT OF ACCESS PER DOC. NO. 129891 / RELEASED TO SCOTT COUNTY PER DOC. NO. 233346 14 16 SC O T T C O U N T Y U T I L I T Y & D R A I A N G E EA S E M E N T P E R D O C . N O . 4 0 0 3 9 5 40 50 17 DRI V E W A Y E A S E M E N T PER D O C . N O . 2 7 6 6 4 7 18 PRIOR LAKE-SPRING LAKE WATERSHED DISTRICT CONSERVATION EASEMENT PER DOC. NO. A1136169 PRIOR LAKE-SPRING LAKE WATERSHED DISTRICT CONSERVATION EASEMENT PER DOC. NO. A1136169 20 20 CITY OF PRIOR LAKE & DEVELOPER (PIKE LAKE LANDING) DRAINAGE & UTILITY EASEMENT PER DOC. NO. A1143051 22 S 8 9 ° 4 4 ' 0 3 " E 1 9 8 . 2 7 N 8 9 ° 3 1 ' 2 1 " W 1 9 8 . 2 6 311.20 70.44 309.78 71.18 OUTLOT A MA R S H D R I V E N E LOT 1 BLOCK 1 PR O P O S E D D R A I N A G E & U T I L I T Y E A S E M E N T CO U N T Y S T A T E A I D HI G H W A Y N O . 4 2 (1 4 0 T H S T R E E T N E ) 584.93 88.62 298.63 297.64 83.69 S 8 9 ° 1 7 ' 2 1 " W 2 5 7 . 7 6 50 50 DELI N E A T E D W E T L A N D BY W S B 1 2 / 2 2 / 2 0 2 2 DELINEATED WETLAND BY WSB 12/22/2022 100 100 33 33 EDGE O F W A T E R LOCA T E D O N 0 4 / 0 3 / 2 0 2 6 ELEV = 8 2 5 . 8 1 EDGE O F W A T E R LOCA T E D O N 0 4 / 0 3 / 2 0 2 6 ELEV = 8 2 0 . 5 9 SEWER MARKER SE W E R MA R K E R SEWER MARKER SEWER MARKER RIP-RAP PROTECTED NATURAL AREA 1/2" IRON PIPE CAP NO 46167 SEWER MARKER 1/2" IRON PIPE CAP NO 46167 SEWER MARKER SE W E R MA R K E R 5/8" IRON PIPE 1/2" IRON PIPE CAP NO 1018? 1/2" IRON P I P E CAP NO 4 6 1 6 7 5/8" IRON P I P E BROKEN C A P 1/ 2 " I R O N P I P E CA P N O 7 0 9 5 1" I R O N P I P E 1/ 2 " I R O N P I P E CA P N O 1 3 0 5 7 RI G H T L A N E MU S T T U R N RI G H T WH I T E MA R K E R 14 CE N T E R L I N E O F C R E E K RIP-RAP 1/ 2 " I R O N P I P E CA P N O 1 3 0 5 7 1/ 2 " I R O N P I P E CA P N O 1 3 0 5 7 SE W E R MA R K E R SEWER MARKER 5/ 8 " I R O N P I P E TI P P E D W E S T 5/ 8 " I R O N PI P E CHEVRON SIGN PERGOLA GRAVEL SURFACE BI T U M I N O U S T R A I L BITUMIN O U S T R A I L B I T U M I N O U S D R I V E W A Y BITUMI N O U S D R I V E W A Y BITUMINOUS D R I V E W A Y 88 . 6 100.9 62 . 9 BI T U M I N O U S T R A I L BI T U M I N O U S T R A I L BI T U M I N O U S S U R F A C E BI T U M I N O U S S U R F A C E BI T U M I N O U S S U R F A C E BI T U M I N O U S S U R F A C E > U U FI R E P I T SW COR. OF SE 1/4 OF SW 1/4, SEC. 23, TWP. 115, RGE. 22 36 " R C P S T O R M I N T E R C E P T O R 36 " R C P S T O R M IN T E R C E P T O R D MH-43 PER PLAN PIKE L A K E 1/2" IRON PIPE CAP NO 46167 BITUM I N O U S TRAIL U U U 1/2" IRON PIPE CAP NO 46167 U 110.00 199.78 98 . 2 7 10 0 . 0 0 CE N T E R L I N E O F R I G H T - O F - W A Y P E R C O U N T Y CO N S T R U C T I O N P L A N S D A T E D 5 / 1 2 / 1 9 9 7 5 5 5 10 5 10 5 PROPOSED DRAINAGE & UTILITY EASEMENT PROPOS E D D R A I N A G E & U T I L I T Y E A S E M E N T PR O P O S E D D R A I N A G E & U T I L I T Y E A S E M E N T PRO P O S E D C O N S E R V A T I O N EASE M E N T 30 F T . B U F F E R F R O M DEL I N E A T E D W E T L A D 30 FT. B U F F E R F R O M DELIN E A T E D W E T L A D 30 F T . B U F F E R F R O M DE L I N E A T E D W E T L A D PROPOSED CONSERVATION EASEMENT 12224 Nicollet Avenue Burnsville, MN 55337 Phone: (952) 890-0509 H:\PLAK\26X143268000\CAD\C3D\143268V-PLTP01.dwg 5/14/2026 12:41 PM ©Bolton & Menk, Inc. 2026, All Rights Reserved FOR: DRAWN BY:FIELD BOOK:JOB NUMBER: PRELIMINARY PLAT 13995 HIDDEN LAKE TRAIL NE, PRIOR LAKE, MN 55372 PART OF SE 1/4 OF SW 1/4 SEC. 23, TWP. 115, RGE. 22 SCOTT COUNTY, MN CITY OF PRIOR LAKE H:\PLAK\26X143268000\CAD\C3D\SDB_143268_ScottMN-F_H83(96)_V88 26X.143268 NL S23-T115-R22-34 MARSH DRIVE PRELIMINARY PLAT R SCALE IN FEET 0 40 80 R SHEET 2 OF 2 SHEETS MONUMENT FOUND M METER CO CLEAN OUT H HAND HOLE FIBER OPTIC F UTILITY MARKER FIBER OPTIC C UTILITY PEDESTAL COMMUNICATION TRANSFORMER ELECTRIC POLE - LIGHT POLE IRRIGATION CONTROL VALVE S MANHOLE SANITARY AC AIR CONDITIONER B BIRD FEEDER P POST SIGNON TRAFFIC CATCH BASIN CIRCULAR CATCH BASIN RECTANGULAR CLVT CULVERT END FLARED END SECTION (STORM APRON) D MANHOLE STORM STORM CONTROL STRUCTURE RIGHT TURN ARROW TRAFFIC SIGN (DESCRIBE) U MANHOLE UTILITY (DESCRIBE) U UTILITY MARKER OTHER (DESCRIBE) POLE - GUY WIRE/ANCHOR POLE - UTILITY POLE CURB STOP WATER SERVICE WELL WATER BUILDING DECK F F UNDERGROUND FIBER OPTIC E E UNDERGROUND ELECTRIC G G UNDERGROUND GAS >>UNDERGROUND STORM X X X X FENCE FENCE IRON CENTERLINE ADJACENT EASEMENT RIGHT OF WAY SIXTEENTH LINE QUARTER LINE SECTION LINE BUILDING SETBACK RETAINING WALL TOP - BLOCK EDGE OF WATER OU OU OVERHEAD UTILITY LINE EDGE OF WETLAND (NON-DELINEATED) CURB & GUTTER CONCRETE SURFACE PAVERS LEGEND TILE LINE>>>>>> SANITARY SEWER>> MONUMENT TO BE SET 12224 Nicollet Avenue Burnsville, MN 55337 Phone: (952) 890-0509 H: \ P L A K \ 2 6 X 1 4 3 2 6 8 0 0 0 \ C A D \ C 3 D \ 1 4 3 2 6 8 V - E X H B 0 1 . d w g 5/ 2 0 / 2 0 2 6 4 : 2 8 P M ©Bolton & Menk, Inc. 2026, All Rights Reserved FIELD BOOK:DRAWN BY:JOB NUMBER: FOR: EASEMENT EXHIBIT PRIOR LAKE, MN OUTLOT A, MARSH DRIVE SCOTT COUNTY, MN CITY OF PRIOR LAKE H:\PLAK\26X143268000\CAD\C3D\SDB_143268_ScottMN-F_H83(96)_V88 26X.143268 ERW S2 3 - T 1 1 5 - R 2 2 - 3 4 R SHEET 1 OF 2 SHEETS SURVEYOR'S CERTIFICATION _______________________________ Eric R. Wilfahrt License Number 46166 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. __________ Date 05/20/2026 PROPOSED EASEMENT DESCRIPTION 1.Distances are in US Survey Feet. SURVEYOR'S NOTES A perpetual easement for conservation purposes over, under, and across that part of Outlot A, MARSH DRIVE, according to the recorded plat thereof, Scott County, Minnesota, described as follows: Beginning at the northwest corner of said Outlot A; thence on an assumed bearing of South 89 degrees 19 minutes 34 seconds East along the north line of said Outlot A, a distance of 80.06 feet to the point of beginning of the easement to be described; thence South 00 degrees 40 minutes 26 seconds West, a distance of 16.72 feet; thence South 10 degrees 06 minutes 06 seconds East, a distance of 24.69 feet; thence South 26 degrees 58 minutes 18 seconds East, a distance of 52.39 feet; thence South 48 degrees 25 minutes 45 seconds East, a distance of 70.42 feet; thence North 74 degrees 53 minutes 40 seconds East, a distance of 34.41 feet; thence North 80 degrees 53 minutes 46 seconds East, a distance of 3.42 feet to the east line of said Outlot A; thence North 00 degrees 28 minutes 39 seconds East along said east line, a distance of 123.55 feet to the northeast corner of said Outlot A; thence North 89 degrees 19 minutes 34 seconds West along said north line, a distance of 118.21 feet to said point of beginning. CI T Y O F P R I O R L A K E & D E V E L O P E R ( P I K E L A K E LA N D I N G ) D R A I N A G E & U T I L I T Y E A S E M E N T PE R D O C . N O . A 1 1 4 3 0 5 1 MARSH DRIVE NE NW C O R . O F O U T L O T A , MA R S H D R I V E NORTH LINE OF OUTLOT A, MARSH DRIVE EA S T L I N E O F O U T L O T A , M A R S H D R I V E S 00°40'26" W 16.72 S 10°06'06" E 24.69 S 2 6 ° 5 8 ' 1 8 " E 5 2 . 3 9 S 4 8 ° 2 5 ' 4 5 " E 7 0 . 4 2 N 74°53'4 0 " E 34.41 N 80°53'46" E 3.42 S 89°19'34" E 80.06 N 0 0 ° 2 8 ' 3 9 " E 1 2 3 . 5 5 N 89°19'34" W 118.21 NE COR. OF OUTLOT A, MARSH DRIVE PO I N T O F B E G I N N I N G 12224 Nicollet Avenue Burnsville, MN 55337 Phone: (952) 890-0509 R SCALE IN FEET 0 40 H: \ P L A K \ 2 6 X 1 4 3 2 6 8 0 0 0 \ C A D \ C 3 D \ 1 4 3 2 6 8 V - E X H B 0 1 . d w g 5/ 2 0 / 2 0 2 6 4 : 2 8 P M ©Bolton & Menk, Inc. 2026, All Rights Reserved FIELD BOOK:DRAWN BY:JOB NUMBER: FOR: EASEMENT EXHIBIT PRIOR LAKE, MN OUTLOT A, MARSH DRIVE SCOTT COUNTY, MN CITY OF PRIOR LAKE H:\PLAK\26X143268000\CAD\C3D\SDB_143268_ScottMN-F_H83(96)_V88 26X.143268 ERW S2 3 - T 1 1 5 - R 2 2 - 3 4 R LEGEND PROPOSED PERPETUAL CONSERVATION EASEMENT (12,228 SQ. FT.) SHEET 2 OF 2 SHEETS 12224 Nicollet Avenue Burnsville, MN 55337 Phone: (952) 890-0509 H: \ P L A K \ 2 6 X 1 4 3 2 6 8 0 0 0 \ C A D \ C 3 D \ 1 4 3 2 6 8 V - E X H B 0 2 . d w g 5/ 2 0 / 2 0 2 6 4 : 2 8 P M ©Bolton & Menk, Inc. 2026, All Rights Reserved FIELD BOOK:DRAWN BY:JOB NUMBER: FOR: EASEMENT EXHIBIT PRIOR LAKE, MN LOT 1, BLOCK 1, MARSH DRIVE SCOTT COUNTY, MN CITY OF PRIOR LAKE H:\PLAK\26X143268000\CAD\C3D\SDB_143268_ScottMN-F_H83(96)_V88 26X.143268 ERW S2 3 - T 1 1 5 - R 2 2 - 3 4 R SHEET 1 OF 2 SHEETS SURVEYOR'S CERTIFICATION _______________________________ Eric R. Wilfahrt License Number 46166 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. __________ Date 05/20/2026 PROPOSED EASEMENT DESCRIPTION 1.Distances are in US Survey Feet. SURVEYOR'S NOTES A perpetual easement for conservation purposes over, under, and across that part of Lot 1, Block 1, MARSH DRIVE, according to the recorded plat thereof, Scott County, Minnesota, described as follows: Beginning at the southeast corner of said Lot 1; thence on an assumed bearing of South 89 degrees 17 minutes 21 seconds West along the south line of said Lot 1, a distance of 101.55 feet; thence North 61 degrees 26 minutes 26 seconds West, a distance of 31.68 feet; thence North 13 degrees 50 minutes 01 second West, a distance of 59.08 feet; thence North 38 degrees 07 minutes 44 seconds East, a distance of 27.71 feet; thence North 32 degrees 58 minutes 24 seconds East, a distance of 29.63 feet; thence North 22 degrees 21 minutes 58 seconds East, a distance of 42.03 feet; thence North 29 degrees 03 minutes 48 seconds East, a distance of 23.89 feet; thence North 30 degrees 07 minutes 33 seconds East, a distance of 34.48 feet; thence North 19 degrees 44 minutes 22 seconds East, a distance of 21.61 feet; thence North 01 degree 27 minutes 19 seconds West, a distance of 37.01 feet; thence North 04 degrees 20 minutes 46 seconds East, a distance of 56.57 feet; thence North 36 degrees 58 minutes 09 seconds East, a distance of 35.80 feet; thence North 32 degrees 02 minutes 33 seconds East, a distance of 68.97 feet to the east line of said Lot 1; thence South 00 degrees 28 minutes 39 seconds West along said east line, a distance of 408.30 feet to said point of beginning. SCOTT COUNTY UTILITY & DRAIANGE EASEMENT PER DOC. NO. 400395 DR I V E W A Y E A S E M E N T PE R D O C . N O . 2 7 6 6 4 7 5 5 10 5 DR A I N A G E & U T I L I T Y E A S E M E N T PE R P L A T O F M A R S H D R I V E DR A I N A G E & U T I L I T Y E A S E M E N T PE R P L A T O F M A R S H D R I V E DRAINAGE & UTILITY EASEMENT PER PLAT OF MARSH DRIVE 5 5/ 8 " I R O N P I P E BR O K E N C A P 5 5 10 S 89°17'21" W 101.55 N 1 3 ° 5 0 ' 0 1 " W 5 9 . 0 8 S 0 0 ° 2 8 ' 3 9 " W 4 0 8 . 3 0 N 61°26'26" W 31.68 N 38°07'44" E 27.71 N 32°58'24" E 29.63 N 22°21'58" E 42.03 N 29°03'48" E 23.89 N 30°07'33" E 34.48 N 19°44'22" E 21.61 N 01°27'19" W 37.01 N 0 4 ° 2 0 ' 4 6 " E 5 6 . 5 7 N 3 2 ° 0 2 ' 3 3 " E 6 8 . 9 7 N 36°58'09" E 35.80 SE COR. OF LOT 1, BLOCK 1, MARSH DRIVE (POINT OF BEGINNING) SOUTH LINE OF LOT 1, BLOCK 1, MARSH DRIVE EA S T L I N E O F L O T 1 , B L O C K 1 , M A R S H D R I V E 12224 Nicollet Avenue Burnsville, MN 55337 Phone: (952) 890-0509 R SCALE IN FEET 0 50 H: \ P L A K \ 2 6 X 1 4 3 2 6 8 0 0 0 \ C A D \ C 3 D \ 1 4 3 2 6 8 V - E X H B 0 2 . d w g 5/ 2 0 / 2 0 2 6 4 : 2 9 P M ©Bolton & Menk, Inc. 2026, All Rights Reserved FIELD BOOK:DRAWN BY:JOB NUMBER: FOR: EASEMENT EXHIBIT PRIOR LAKE, MN LOT 1, BLOCK 1, MARSH DRIVE SCOTT COUNTY, MN CITY OF PRIOR LAKE H:\PLAK\26X143268000\CAD\C3D\SDB_143268_ScottMN-F_H83(96)_V88 26X.143268 ERW S2 3 - T 1 1 5 - R 2 2 - 3 4 R LEGEND PROPOSED PERPETUAL CONSERVATION EASEMENT (32,875 SQ. FT.) SHEET 2 OF 2 SHEETS ITEM: 5P CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Heidi Simon, City Clerk PRESENTED BY: Casey McCabe, Community Development Director AGENDA ITEM: Approval of the Building Permit Summary Report- September RECOMMENDED ACTION: Approve the building permit summary report for September 2026 as presented. ALTERNATIVES: 1. Motion and second, as part of the consent agenda, to approve the building permit summary report for September 2026 as presented. 2. Motion and second to remove this item from the consent agenda for additional discussion. ATTACHMENTS: 1. BUILDING PERMIT REPORT 09-2026 City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Number of Permits Declared Value Number of Permits Declared Value Single Family Dwellings 5 $6,912,346.00 3 $3,821,000.00 Townhouses (# units)0 $0.00 0 $0.00 Multiple Units 0 $0.00 0 $0.00 New Commercial Industrial & Commercial 0 $0.00 0 $0.00 Residential 83 $2,547,597.90 94 $2,282,411.60 Industrial & Commercial 7 $488,710.00 1 $5,000.00 Mechanical & Plumbing 98 $0.00 85 $0.00 Mechanical (SF & TH)20 $0.00 12 $0.00 TOTALS 213 $9,948,653.90 195 $6,108,411.60 Number of Permits Declared Value Number of Permits Declared Value Single Family Dwellings 29 $20,626,355.00 23 $14,373,523.00 Townhouses (# units)0 $0.00 4 $672,000.00 Multiple Units 2 $23,500,000.00 1 $5,500,000.00 New Commercial Industrial & Commercial 3 $5,410,000.00 3 $7,475,098.00 Residential 639 $13,843,350.95 702 $14,371,111.11 Industrial & Commercial 41 $13,828,728.00 24 $3,481,968.00 Mechanical & Plumbing 886 $0.00 866 $0.00 Mechanical (SF & TH)116 $0.00 108 $0.00 TOTALS 1716 $77,208,433.95 1731 $45,873,700.11 Summary of Fees Collected September 2026 September 2025 YTD 2026 YTD 2025 General Fund $130,967.65 $72,682.76 $890,312.54 $569,549.21 Trunk Reserve Fund $9,576.00 $2,103.00 $400,803.00 $121,979.00 Water Storage Fund $0.00 $0.00 $0.00 $0.00 Water and Sewer Fund $9,540.00 $3,910.00 $60,349.42 $35,554.30 Metro Council SAC $9,940.00 $2,485.00 $382,690.00 $121,568.00 State Surcharge $4,458.81 $2,345.71 $21,009.74 $16,308.97 Builders Fees and Deposits $62,750.00 $18,070.00 $241,671.00 $97,145.00 TOTAL $227,232.46 $101,596.47 $1,996,835.70 $962,104.48 Beverly Alexander Beverly Alexander Building Development Services Assistant CITY OF PRIOR LAKE BUILDING PERMIT SUMMARY September 1, 2026 - September 30, 2026 New Residential September 2026 September 2025 2026 Year to Date 2025 Year to Date New Residential Additions and Alterations Additions and Alterations  Mechanical / Plumbing permits include but are not limited to furnaces, water heaters, softeners, and fireplaces. They are flat-rate permit fees.  Mechanical (SF & TH) permits include required plumbing, heating, sewer and water and fireplace permits for new single family residences. They are flat-rate permit fees. ITEM: 6A CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Heidi Simon, City Clerk PRESENTED BY: Liam Duggan, Police Chief AGENDA ITEM: Honoring New Hire- Prior Lake Police Department RECOMMENDED ACTION: Recognize and honor a sworn staff new hire with the Police Department. BACKGROUND: Over the last few months, one new police officer has completed their Field Training program and moved into solo patrol. It is customary to wait for final Field Training completion to administer the oath of office to newly hired officers. Officer Errol Thomas - Hired 2/23/2026 City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 ITEM: 6B CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Jason Wedel, City Manager PRESENTED BY: Jason Wedel AGENDA ITEM: Proclamation Declaring October 2026 as Domestic Violence Awareness Month RECOMMENDED ACTION: Proclaim October as Domestic Violence Awareness Month BACKGROUND: The Prior Lake City Council has for the last sixteen years lent its support to the fight against domestic violence by proclaiming October as Domestic Violence Awareness Month. Southern Valley Alliance has asked the City Council for its support by making this proclamation. Southern Valley Alliance will be present to speak about the importance of bringing awareness to this nationwide issue. Domestic violence affects people form all communities, Prior Lake and the SMSC are no exception. This will be the sixteenth year in a row that the Prior Lake City Council will proclaim October as Domestic Violence Awareness Month. In honor of this proclamation the lights on CH21 through downtown will be purple for the month of October. ATTACHMENTS: 1. Domestic Violence Awareness Month 2026 Proclamation City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 PROCLAMATION DECLARING OCTOBER 2026 AS DOMESTIC VIOLENCE AWARENESS MONTH IN PRIOR LAKE WHEREAS, 1 in 4 women and 1 in 7 men in the U.S. have been the victim of severe physical violence by an intimate partner in their lifetime; and WHEREAS, more than 23,000 calls are placed to domestic violence hotlines nationwide every day; and WHEREAS, calls to our local domestic abuse crisis line, Southern Valley Alliance, have increased significantly in the last year; and WHEREAS, the impact of domestic violence is felt not only by individuals and families, but communities and the nation as a whole; and WHEREAS, Prior Lake joins with others across the state of Minnesota and nationwide in supporting domestic violence victims and survivors, the advocates and organizations who serve them, and holding offenders accountable in Prior Lake. NOW THEREFORE, I, KIRT BRIGGS, MAYOR OF THE CITY OF PRIOR LAKE, MINNESOTA hereby proclaim October as Domestic Violence Awareness Month in the City of Prior Lake, and recognize the critical work being done by domestic violence advocates in service of survivors and victims of domestic abuse. I encourage all citizens to actively engage in the work and events sponsored by Southern Valley Alliance and other organizations working toward an elimination of domestic violence. ______________________________ Kirt Briggs, Mayor ITEM: 7A CITY COUNCIL AGENDA REPORT MEETING DATE: October 13, 2026 PREPARED BY: Angela Gieseke, Finance Supervisor PRESENTED BY: Angela Gieseke AGENDA ITEM: Public Hearing to Consider Special Assessments for the 2026 Unpaid Special Charges and Consider Approval of Resolutions Adopting the Assessment Rolls RECOMMENDED ACTION: State Statute 429.101 states that the governing body of any municipality may provide for the collection of unpaid special charges as a special assessment against the property benefited for all or any part of the cost of: 1) Landscaping, snow and weed elimination from streets or private property 2) Nuisance charges 3) Oak Wilt removal State Statute 444.075. Subd. 3(e) states the governing body may certify unpaid utility charges to the county auditor with taxes against the property served. In order to recover unpaid special charges, the City must follow State Statute 429 special assessment procedures. Those procedures require that the City adopt a resolution declaring the unpaid special charges to be assessed and establish a date for the assessment hearing for those charges. On September 8, 2026, the Council adopted a resolution declaring the costs to be assessed, ordering preparation of the assessment rolls, and setting the date of the public hearing. All property owners with unpaid special charges have been mailed a Notice of Outstanding Charges and Notice of Public Hearing on Special Assessments, which included information pertinent to their property such as the total proposed assessment amount and the interest rate. Property owners have been provided with the opportunity to pay the charges prior to the assessment. The Notice of the Assessment Hearing was published in the Prior Lake News Compass and the City’s website on September 15, 2026. Property owners may appeal their assessments as follows: First, by submitting their written and signed objections to the proposed assessment to the City Manager prior to the Assessment Hearing or presenting it to the City Council at the Assessment Hearing tonight. Second, by serving the City within 30 days of the Assessment Hearing and then filing with the District Court a notice of appeal. No appeals were received at the time this report was prepared. We have apprised each of the property owners of our Deferred Assessment Program. A list of the properties with unpaid special charges is included with this agenda report and will be made a part of the resolution as Exhibits A and B. City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Item 7A Page | 2 For the current year, the proposed assessment rolls (Exhibit A and B) include $180,462.31 of delinquent utility charges proposed to be certified. Last year, the proposed assessment rolls at the public hearing amounted to $132,874.52 of delinquent utility charges and $200.00 in unpaid false alarm charges, for a total of $133,074.52. Any amounts included on Exhibit A and B that remain unpaid as of November 2, 2026, will be certified to property taxes payable in 2027. Last year, $123,997.20 in delinquent utility charges and $200.00 in unpaid false alarm charges, for a total of $124,197.20 were ultimately certified to property taxes payable in 2026. Conclusion The Council should open the Assessment Hearing at the time set forth in the notice, or as soon thereafter as possible, receive public input and then close the Assessment Hearing. Statute requires that special assessments be certified to the County by November 30. The assessment rolls must be adopted on October 13, 2026, and property owners have until November 2, 2026, to pay off their assessments interest free. FINANCIAL IMPACT: The total unpaid special charges proposed to be assessed are: Delinquent Utility Charges $180,462.31 ALTERNATIVES: 1. Motion and second to approve the resolutions approving the 2026 Unpaid Special Charges Assessment Rolls. 2. Motion and second to deny or revise the assessment rolls. ATTACHMENTS: 1. Resolution - Public Hearing to Consider Special Assessments for the 2026 Unpaid Special Charges and Consider Approval of a Resolution Adopting the Assessment Rolls 2. Resolution - Public Hearing to Consider Special Assessments for the 2026 Unpaid Special Charges and Consider Approval of a Resolution Adopting the Assessment Rolls – Spring Lake Township 3. 10.13.26 PH Exhibit A 4. 10.13.26 PH Exhibit B – Spring Lake Township 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- RESOLUTION ADOPTING THE 2026 ASSESSMENT ROLLS – SPRING LAKE TOWNSHIP Motion By: Second By: WHEREAS, pursuant to proper notice duly given as required by law, the Council has met and heard and passed upon all objections to the proposed assessments for the 2026 Unpaid Special Charges. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The proposed assessment for the 2026 Unpaid Special Charges (Exhibit B), a copy of which is attached hereto and made part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein the amount of $935.04. 3. Assessments for Snow Removal, Nuisance Charges, Mowing and False Alarms shall be payable pursuant to Minnesota Statute 429.101 and Sections 8-20, 5-101, 5-204 and 7-109 of the City Code in one (1) single installment payable in 2027. The single installment shall include the annual principal, a delinquent assessment administration charge of $115 plus interest calculated from the date of the adoption of the assessment resolution to the end of 2026 plus twelve (12) months of the next year and shall bear interest at the rate of 5.38% per annum. 4. Delinquent Utility Charges shall be payable pursuant to Minnesota Statute 444.075 and Section 8-135 of the City Code in one (1) single installment payable in 2027. The single installment shall include the annual principal, a delinquent assessment administration charge of $115 plus interest calculated from the date of the adoption of the assessment resolution to the end of 2026 plus twelve (12) months of the next year and shall bear interest at the rate of 5.38% per annum. 5. Oak Wilt Assessments shall be payable pursuant to Minnesota Statute 429.101 and Section 5-63 of the City code which provides that all assessments less than $1,000 shall be payable in one (1) single installment payable in 2027 and all assessments over $1,000 be paid on an equal principal installment method extending over a period of five (5) years for the assessment. The first installment shall be the annual principal plus interest calculated from the date of the adoption of the assessment resolution to the end of 2026 plus twelve (12) months of the next year and shall bear interest at a rate of 5.38% per annum. 6. The City Manager shall submit a list of the costs for services the City has incurred for unpaid utility bills, snow removal, mowing, landscaping, and false alarms, as provided by law, and shall file a copy of such proposed assessment in the office of the City Manager for public inspection. 7. The owner of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay to the City’s Finance Director the whole of the assessment on such property including the delinquent assessment administration charge, with interest accrued to the date of the payment, except that no interest will be charged if the entire assessment is paid by November 2, 2026. 8. The Finance Director shall forthwith transmit a certified duplicate of this assessment to the County Auditor to be extended on the property tax lists of Scott County. Such assessments shall be collected and paid to the City in same manner as other municipal taxes. 9. The portion of the cost to be assessed against benefited property owners is declared to be $935.04. Passed and adopted by the Prior Lake City Council this 13th day of October 2026. VOTE Briggs Braid Churchill Hellier Lake Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager C:\\Users\\hsimon\\AppData\\Local\\Temp\\Resolution - Public Hearing to Consider Special Assessments for the 2026 U_678937\\Resolution - Public Hearing to Consider Special Assessments for the.docx 2 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 26- RESOLUTION ADOPTING THE 2026 ASSESSMENT ROLLS Motion By: Second By: WHEREAS, pursuant to proper notice duly given as required by law, the Council has met and heard and passed upon all objections to the proposed assessments for the 2026 Unpaid Special Charges. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The proposed assessment for the 2026 Unpaid Special Charges (Exhibit A), a copy of which is attached hereto and made part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein the amount of $179,527.27. 3. Assessments for Snow Removal, Nuisance Charges, Mowing and False Alarms shall be payable pursuant to Minnesota Statute 429.101 and Sections 8-20, 5-101, 5-204 and 7-109 of the City Code in one (1) single installment payable in 2027. The single installment shall include the annual principal, a delinquent assessment administration charge of $115 plus interest calculated from the date of the adoption of the assessment resolution to the end of 2026 plus twelve (12) months of the next year and shall bear interest at the rate of 5.38% per annum. 4. Delinquent Utility Charges shall be payable pursuant to Minnesota Statute 444.075 and Section 8-135 of the City Code in one (1) single installment payable in 2027. The single installment shall include the annual principal, a delinquent assessment administration charge of $115 plus interest calculated from the date of the adoption of the assessment resolution to the end of 2026 plus twelve (12) months of the next year and shall bear interest at the rate of 5.38% per annum. 5. Oak Wilt Assessments shall be payable pursuant to Minnesota Statute 429.101 and Section 5-63 of the City code which provides that all assessments less than $1,000 shall be payable in one (1) single installment payable in 2027 and all assessments over $1,000 be paid on an equal principal installment method extending over a period of five (5) years for the assessment. The first installment shall be the annual principal plus interest calculated from the date of the adoption of the assessment resolution to the end of 2026 plus twelve (12) months of the next year and shall bear interest at a rate of 5.38% per annum. 6. The City Manager shall submit a list of the costs for services the City has incurred for unpaid utility bills, snow removal, mowing, landscaping, and false alarms, as provided by law, and shall file a copy of such proposed assessment in the office of the City Manager for public inspection. 7. The owner of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay to the City’s Finance Director the whole of the assessment on such property including the delinquent assessment administration charge, with interest accrued to the date of the payment, except that no interest will be charged if the entire assessment is paid by November 2, 2026. 8. The Finance Director shall forthwith transmit a certified duplicate of this assessment to the County Auditor to be extended on the property tax lists of Scott County. Such assessments shall be collected and paid to the City in same manner as other municipal taxes. 9. The portion of the cost to be assessed against benefited property owners is declared to be $179,527.27. Passed and adopted by the Prior Lake City Council this 13th day of October 2026. VOTE Briggs Braid Churchill Hellier Lake Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Jason Wedel, City Manager C:\\Users\\hsimon\\AppData\\Local\\Temp\\Resolution - Public Hearing to Consider Special Assessments for the 2026 U_678936\\Resolution - Public Hearing to Consider Special Assessments for the.docx 2 Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total 10018200 250170900 HINDT DOTTI 16867 BLIND LAKE TRL SE PRIOR LAKE MN 55372 50.20 115.00 165.20 10023025 252750150 SELLNER KYLE 16579 FIVE HAWKS AVE SE PRIOR LAKE MN 55372 699.81 115.00 814.81 10023065 255480350 HARVEGO KEITH & KRISTA 17770 MISSION TRL SE PRIOR LAKE MN 55372 1,234.16 115.00 1,349.16 10023089 253270230 STEBLETON MARC 4428 PRIORWOOD ST SE PRIOR LAKE MN 55372 795.58 115.00 910.58 10023157 254021060 KARTSCHOKE CHRIS 16442 TIMBER CREST DR SE PRIOR LAKE MN 55372 649.07 115.00 764.07 10023588 259300190 ROBINSON LYNDSEY 6260 150TH ST SE PRIOR LAKE MN 55372 894.38 115.00 1,009.38 10023727 255580040 WHITE RACHEL 4852 BENNETT ST SE PRIOR LAKE MN 55372 912.75 115.00 1,027.75 10024484 255580010 MICKELSON CRYSTAL 4956 BENNETT ST SE PRIOR LAKE MN 55372 2,173.63 115.00 2,288.63 10024568 253320010 SWAIN DONALD 4174 CATES ST SE PRIOR LAKE MN 55372 231.44 115.00 346.44 10024600 250160020 FLODQUIST DONNA 5153 BROOKS CIR SE PRIOR LAKE MN 55372 741.63 115.00 856.63 10024630 250010100 BAUER KENNETH 4823 DAKOTA ST SE PRIOR LAKE MN 55372 665.64 115.00 780.64 10024996 251250080 ROBYN DANIEL 15122 GREEN OAKS TRL SE PRIOR LAKE MN 55372 90.54 115.00 205.54 10026302 250210140 KELLY DANA 5379 BROOKS CIR SE PRIOR LAKE MN 55372 45.62 115.00 160.62 10028502 250170240 HA BOB 16633 BRUNSWICK AVE SE PRIOR LAKE MN 55372 106.70 115.00 221.70 10029406 250120010 ANTHONY GRAVES 16770 ANNA TRL SE PRIOR LAKE MN 55372 822.85 115.00 937.85 10030500 250170480 COOK JEFF & KIM 16775 BRUNSWICK AVE SE PRIOR LAKE MN 55372 1,133.91 115.00 1,248.91 10030602 252090020 VELAGIC VERNES 16776 BRUNSWICK AVE SE PRIOR LAKE MN 55372 709.13 115.00 824.13 10033302 252200020 DITTBENNER TARA 4111 CJ CIRCLE SE PRIOR LAKE MN 55372 972.88 115.00 1,087.88 10035200 250090010 SMITH NEIL & DURENE 16010 CAMBRIDGE CIR SE PRIOR LAKE MN 55372 223.17 115.00 338.17 Exhibit A Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total Exhibit A 10041703 250270180 ANDERSON RYAN 5524 CANDY COVE TRL SE PRIOR LAKE MN 55372 2,818.46 115.00 2,933.46 10051704 250050090 FOSKETT TOM 4331 COLORADO ST SE PRIOR LAKE MN 55372 1,295.42 115.00 1,410.42 10052000 250050110 FREEBORN JARED 4359 COLORADO ST SE PRIOR LAKE MN 55372 543.62 115.00 658.62 10067698 250010090 BAUER KENNETH P 4841 DAKOTA ST SE PRIOR LAKE MN 55372 101.45 115.00 216.45 10072704 250990010 LEMNA AMBER 16517 DUTCH AVE SE PRIOR LAKE MN 55372 749.00 115.00 864.00 10079802 250170150 VARGO JAMES 4885 ERIN CIR SE PRIOR LAKE MN 55372 592.09 115.00 707.09 10085101 259360360 GARDNER ALEX 15240 FAIRLAWN SH TRL SE PRIOR LAKE MN 55372 670.71 115.00 785.71 10100601 251570200 TAYLOR TRACY 16326 FRANKLIN CIR SE PRIOR LAKE MN 55372 1,282.49 115.00 1,397.49 10100898 252230020 SOUTHWAY APARTMENTS 16071 FRANKLIN TRL SE PRIOR LAKE MN 55372 711.43 115.00 826.43 10101398 252230050 SOUTHWAY APARTMENTS 16083 FRANKLIN TRL SE PRIOR LAKE MN 55372 359.61 115.00 474.61 10102202 250250010 54TH & PENN LLC 16313 15 FRANKLIN TRL SE PRIOR LAKE MN 55372 1,247.44 115.00 1,362.44 10103500 250230020 CARDINAL TRACY 16511 FRANKLIN TRL SE PRIOR LAKE MN 55372 883.17 115.00 998.17 10104301 250170050 GARRISON ZACHARY 16551 FRANKLIN TRL SE PRIOR LAKE MN 55372 780.14 115.00 895.14 10109401 251360150 KEENAN RYAN 14613 GLENDALE AVE SE PRIOR LAKE MN 55372 1,384.39 115.00 1,499.39 10124800 250610020 ROSFJORD NICOLE 15582 HILL CIR SE PRIOR LAKE MN 55372 1,529.46 115.00 1,644.46 10138402 250040200 WICKSTROM KEVIN 16116 JORDAN AVE SE PRIOR LAKE MN 55372 199.26 115.00 314.26 10151207 250170130 VAN DEN BERG MADELINE M 16728 LYONS AVE SE PRIOR LAKE MN 55372 907.39 115.00 1,022.39 10152703 250170640 RIST BRETT 16881 LYONS AVE SE PRIOR LAKE MN 55372 104.13 115.00 219.13 10154600 250160190 MURPHY PATRICK & PEGGY 16420 MANDAN AVE SE PRIOR LAKE MN 55372 535.93 115.00 650.93 Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total Exhibit A 10160302 251380300 BRESNAHAN MATTHEW 14867 MAPLE TRL SE PRIOR LAKE MN 55372 983.64 115.00 1,098.64 10164501 250880031 HEIMKES ANTHONY 5926 MILLERS CIR SE PRIOR LAKE MN 55372 827.18 115.00 942.18 10176400 250830480 RUSK THOMAS 15284 OAK RIDGE CIR SE PRIOR LAKE MN 55372 799.93 115.00 914.93 10184604 251900020 ZUEHLKE REBECCA 14988 PIXIE POINT CIR SE PRIOR LAKE MN 55372 888.30 115.00 1,003.30 10187300 259020870 THOMAS ROBERT & KARIE 4389 PLEASANT ST SE PRIOR LAKE MN 55372 2,636.35 115.00 2,751.35 10190205 250020120 BREUER SALLY 4656 PLEASANT ST SE PRIOR LAKE MN 55372 206.49 115.00 321.49 10200301 251370070 WHALEN MACKENZIE 6701 RUSTIC RD SE PRIOR LAKE MN 55372 891.85 115.00 1,006.85 10245802 250110210 GRINETS NIK 15583 WILDWOOD CIR SE PRIOR LAKE MN 55372 1,348.98 115.00 1,463.98 10253305 250110010 DASSAH KRISTI 5585 WOODSIDE RD SE PRIOR LAKE MN 55372 269.49 115.00 384.49 10253404 250110010 CROCKETT SHAUN 5589 WOODSIDE RD SE PRIOR LAKE MN 55372 924.37 115.00 1,039.37 10253700 250110040 MOORE THOMAS 5651 WOODSIDE RD SE PRIOR LAKE MN 55372 141.94 115.00 256.94 10259509 251730040 WEAVER DOUG 5110 160TH ST SE PRIOR LAKE MN 55372 55.44 115.00 170.44 10260009 254680010 MEDFORD DAN 5127 160TH ST SE PRIOR LAKE MN 55372 520.80 115.00 635.80 10275701 252750160 REILAND MARK 16581 FIVE HAWKS AVE SE PRIOR LAKE MN 55372 358.00 115.00 473.00 10276003 252750190 RUED DERREK 16587 FIVE HAWKS AVE SE PRIOR LAKE MN 55372 1,622.98 115.00 1,737.98 10282601 251550160 PESKE JAMES 15717 MITCHELL CIR SE PRIOR LAKE MN 55372 354.97 115.00 469.97 10290008 250430112 BREWER SHARI 15986 SUNFISH TRL SE PRIOR LAKE MN 55372 85.52 115.00 200.52 10293108 250430113 BILOTTA SARAH 15988 SUNFISH TRL SE PRIOR LAKE MN 55372 257.38 115.00 372.38 10308700 251870400 JONES WILLIAM 5432 BOUNTY ST SE PRIOR LAKE MN 55372 4,704.54 115.00 4,819.54 Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total Exhibit A 10384301 252450010 BROOKS WESLEY 5970 150TH ST SE PRIOR LAKE MN 55372 1,027.15 115.00 1,142.15 10418000 253020390 WHITE JOHN 5662 PARKVIEW CIR SE PRIOR LAKE MN 55372 561.12 115.00 676.12 10424500 253160170 SCHMIDT MARILYN 5922 CROSSANDRA ST SE PRIOR LAKE MN 55372 112.00 115.00 227.00 10429700 250540060 HANNEN STEVEN 15745 RIDGEMONT AVE SE PRIOR LAKE MN 55372 456.29 115.00 571.29 10450403 253360210 CARR JOSHUA 4497 PONDVIEW TRL SE PRIOR LAKE MN 55372 337.80 115.00 452.80 10655900 254010380 ORNATOWSKI RONALD 5232 E OAK PT DR SE PRIOR LAKE MN 55372 1,060.18 115.00 1,175.18 10663203 254020320 JOHNSON RAEANNE 4950 BLUFF HGTS TRL SE PRIOR LAKE MN 55372 1,061.04 115.00 1,176.04 10709705 254240030 KERKOW KAREN 17500 DEERFIELD DR SE PRIOR LAKE MN 55372 750.22 115.00 865.22 10736003 254540450 SILKEY JEFF 5691 TRAILHEAD LN SE PRIOR LAKE MN 55372 216.16 115.00 331.16 10820702 255000510 BELL LUCAS 16527 SNELL LN SE PRIOR LAKE MN 55372 327.18 115.00 442.18 10829101 255000420 WOLLENBERG AARON 5367 SNELL CT SE PRIOR LAKE MN 55372 464.91 115.00 579.91 10843301 255000090 SRE KOSOL 16639 EAGLE CREEK CT SE PRIOR LAKE MN 55372 2,821.64 115.00 2,936.64 10849102 255060040 ELMORE JEFFREY 17953 CLEARY TRL SE PRIOR LAKE MN 55372 324.46 115.00 439.46 10897000 255450010 CRESS ADAM 5572 WOODSIDE RD SE PRIOR LAKE MN 55372 620.58 115.00 735.58 11012200 259020530 PRIMESITE INVESTMENTS LLC 4995 160TH ST SE PRIOR LAKE MN 55372 955.67 115.00 1,070.67 20023168 255050090 HOME BY WITT LLC 3521 TURNER DR SW PRIOR LAKE MN 55372 1,801.98 115.00 1,916.98 20023519 252980110 KRAICHELY SHANNON 3842 SIMPKINS DR SW PRIOR LAKE MN 55372 327.75 115.00 442.75 20023528 251720200 GONZALEZ SAMUEL 3337 BALSAM ST SW PRIOR LAKE MN 55372 748.11 115.00 863.11 20023979 254320250 MUSA ABDIKHADIR 3302 SKINNER ST SW PRIOR LAKE MN 55372 2,469.76 115.00 2,584.76 Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total Exhibit A 20024465 251720080 MEYERS JOSHUA 3298 BALSAM ST SW PRIOR LAKE MN 55372 851.25 115.00 966.25 20078798 251090050 YOUNG PETER/SHANNON 16864 ELM AVE SW PRIOR LAKE MN 55372 612.07 115.00 727.07 20116200 250940130 MURPHY JASON 3821 GREEN HGTS TRL SW PRIOR LAKE MN 55372 549.36 115.00 664.36 20138700 251330271 SCHOLL JODI 3195 KENT ST SW PRIOR LAKE MN 55372 1,751.91 115.00 1,866.91 20144400 251330121 SCHIFFNER TARA 16880 LIME RD SW PRIOR LAKE MN 55372 306.03 115.00 421.03 20180900 250950401 KRAUS KIM 3709 PERSHING ST SW PRIOR LAKE MN 55372 952.04 115.00 1,067.04 20217501 251330596 BESTER JEFF 2860 SPRING LAKE RD SW PRIOR LAKE MN 55372 617.94 115.00 732.94 20237300 251330330 KELLER LISA 3193 VALE CIR SW PRIOR LAKE MN 55372 373.83 115.00 488.83 20238300 251110140 EGENBERGER TIMOTHY 3323 VALE CIR SW PRIOR LAKE MN 55372 819.16 115.00 934.16 20274701 259100040 SNIDER CHAD 3675 170TH ST SW PRIOR LAKE MN 55372 913.38 115.00 1,028.38 20302400 252480360 HOLMES BEVERLY 16960 WILLOW LN SW PRIOR LAKE MN 55372 765.10 115.00 880.10 20404300 252950030 GILCHRIST ELLIOTT 3797 WILLOWWOOD ST SW PRIOR LAKE MN 55372 670.55 115.00 785.55 20452001 253080160 OLSON MARTIN 16936 SIMPKINS CIR SW PRIOR LAKE MN 55372 871.19 115.00 986.19 20496905 252270130 LODI SAMANTHA 17400 SUNRAY CIR SW PRIOR LAKE MN 55372 398.33 115.00 513.33 20497198 252270121 MAHONEY MIKE 17414 SUNRAY CIR SW PRIOR LAKE MN 55372 133.41 115.00 248.41 20497298 252270120 MAHONEY MIKE 17416 SUNRAY CIR SW PRIOR LAKE MN 55372 284.88 115.00 399.88 20553103 252300150 GONZALEZ JOSE 17337 SUNRAY CIR SW PRIOR LAKE MN 55372 927.17 115.00 1,042.17 20738502 254650120 AHMED SHAFI 17043 STONEBRIAR CIR SW PRIOR LAKE MN 55372 364.30 115.00 479.30 20751006 254650300 JONES STANA 17113 STONEBRIAR CIR SW PRIOR LAKE MN 55372 482.62 115.00 597.62 Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total Exhibit A 20752401 254650080 POLLOCK SEAN 17082 STONEBRIAR CIR SW PRIOR LAKE MN 55372 1,386.51 115.00 1,501.51 20754402 254650310 DAVENPORT ANDY & MARIA 17107 STONEBRIAR CIR SW PRIOR LAKE MN 55372 2,441.29 115.00 2,556.29 20836901 254940150 ROSSING RYAN 3535 HICKORY CIR PRIOR LAKE MN 55372 3,375.86 115.00 3,490.86 20844701 255100030 DAVENPORT BEN & KATHERINE 3605 TURNER DR SW PRIOR LAKE MN 55372 1,739.85 115.00 1,854.85 30006003 252050270 DESROSIER CHRIS 14160 ASPEN AVE NE PRIOR LAKE MN 55372 1,359.41 115.00 1,474.41 30007100 252050780 JENNIFER GARRISON 14219 ASPEN AVE NE PRIOR LAKE MN 55372 604.70 115.00 719.70 30023530 252050540 MORURI KAREN 5731 BIRCHWOOD AVE NE PRIOR LAKE MN 55372 1,252.13 115.00 1,367.13 30024039 255490050 MURPHY SUSAN & OCONNOR DAN 13755 CROWNLINE DR NE PRIOR LAKE MN 55372 994.95 115.00 1,109.95 30024234 253040170 BROWN JAMIE 15036 BLACK OAK RD NE PRIOR LAKE MN 55372 894.27 115.00 1,009.27 30024349 253900510 FALKENBERG BENJAMIN 14242 FOUNTAIN HL CT NE PRIOR LAKE MN 55372 1,194.42 115.00 1,309.42 30024377 252000010 GABLER WILLIAM 6823 BOUDIN ST NE PRIOR LAKE MN 55372 640.13 115.00 755.13 30025315 252790010 HOEG BEN 4167 EAU CLAIRE TRL NE PRIOR LAKE MN 55372 103.28 115.00 218.28 30044302 252140020 NYAKIANA JOSHUA 5572 CEDARWOOD TRL NE PRIOR LAKE MN 55372 1,623.25 115.00 1,738.25 30046105 252150300 LEMNA AUBREY 5469 CEDARWOOD ST NE PRIOR LAKE MN 55372 957.78 115.00 1,072.78 30046403 252150280 WEIGHTMAN M 5497 CEDARWOOD ST NE PRIOR LAKE MN 55372 1,411.42 115.00 1,526.42 30047101 252050160 KRUEGER BRIAN 5913 CEDARWOOD ST NE PRIOR LAKE MN 55372 617.69 115.00 732.69 30112806 250340010 SIMPSON SARA 4204 GRAINWOOD CIR NE PRIOR LAKE MN 55372 396.38 115.00 511.38 30145802 259300840 PAINTER JONATHAN 14355 LOIS AVE NE PRIOR LAKE MN 55372 981.00 115.00 1,096.00 30167104 251240180 HEI VERNON 14132 NATALIE RD NE PRIOR LAKE MN 55372 454.73 115.00 569.73 Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total Exhibit A 30191700 250360380 HAYES DOUGLAS 4230 QUAKER TRL NE PRIOR LAKE MN 55372 203.56 115.00 318.56 30192010 250360390 GABLER WILLIAM 4250 QUAKER TRL NE PRIOR LAKE MN 55372 701.18 115.00 816.18 30265900 252150180 ANDERSON TOM & JAIME 14184 CANDLEWOOD LN NE PRIOR LAKE MN 55372 1,838.78 115.00 1,953.78 30309100 252360280 KIMBALL KEVIN & SUE 4136 EAU CLAIRE TRL NE PRIOR LAKE MN 55372 1,034.68 115.00 1,149.68 30320000 252560020 JOHNSON KIMBERLY 6511 HARBOR PL NE PRIOR LAKE MN 55372 745.97 115.00 860.97 30334104 252390190 SCHAFROTH SCOTT 5620 CEDARWOOD ST NE PRIOR LAKE MN 55372 1,091.38 115.00 1,206.38 30343003 252390030 MILLS JUSTIN 5820 CEDARWOOD ST NE PRIOR LAKE MN 55372 1,205.39 115.00 1,320.39 30366400 252840480 PECORARO JOHN 4111 COACHMAN LN NE PRIOR LAKE MN 55372 1,715.21 115.00 1,830.21 30370701 252840280 BUCKHANON KAYLA 14707 CARRIAGE LN NE PRIOR LAKE MN 55372 821.50 115.00 936.50 30427200 253100180 STARK ROBERT 14730 ROSEWOOD RD NE PRIOR LAKE MN 55372 575.68 115.00 690.68 30468601 253490230 DUROCHE SCOTT 4556 HUMMINGBIRD TRL NE PRIOR LAKE MN 55372 1,309.48 115.00 1,424.48 30481905 250660020 ABDIRAHAMAN AMAL 5299 140TH ST NE PRIOR LAKE MN 55372 630.93 115.00 745.93 30498202 253390250 MAATZ JORDAN 14338 ROBIN RD NE PRIOR LAKE MN 55372 2,408.33 115.00 2,523.33 30508701 253420030 HENDRICKS MICHAEL 15071 APPALOOSA TRL NE PRIOR LAKE MN 55372 974.38 115.00 1,089.38 30516300 250370010 LAI H 15218 EDINBOROUGH AVE NE PRIOR LAKE MN 55372 453.56 115.00 568.56 30520102 253680010 SCHNEIDER ROBERT 14422 DOVE CT NE PRIOR LAKE MN 55372 1,889.58 115.00 2,004.58 30605902 253900050 BEERS MONETTE 14173 FOUNTAIN HL CT NE PRIOR LAKE MN 55372 1,021.23 115.00 1,136.23 30610805 253900130 RAKSIN IGOR 14191 FOUNTAIN HL CT NE PRIOR LAKE MN 55372 159.10 115.00 274.10 30611405 253900590 HAWKINS LARRY 14262 FOUNTAIN HL CT NE PRIOR LAKE MN 55372 509.03 115.00 624.03 Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total Exhibit A 30620604 253900310 GALLAS CATHLEEN 14235 FOUNTAIN HL CT NE PRIOR LAKE MN 55372 1,017.03 115.00 1,132.03 30892101 255290780 OMAR FAIZA 5196 HAMPTON ST NE PRIOR LAKE MN 55372 84.99 115.00 199.99 30892501 255270480 CHUNG PIN 5875 ROYALTON RD NE PRIOR LAKE MN 55372 737.76 115.00 852.76 30927401 255470180 ZUHUR ALI 14241 FERNDALE AVE NE PRIOR LAKE MN 55372 1,817.17 115.00 1,932.17 30945601 255490170 DISMUKES NICOLE 5937 MAYFAIR RD NE PRIOR LAKE MN 55372 1,206.63 115.00 1,321.63 40023034 253670200 SOTO ERIKA 15573 BROOKSIDE LN NW PRIOR LAKE MN 55372 922.38 115.00 1,037.38 40023180 254590690 BEUC RANDON 16257 TAHINKA CT NW PRIOR LAKE MN 55372 321.08 115.00 436.08 40023845 254790040 TRUSTONE FINANCIAL CREDIT UN ISAOA 3705 POINTE PASS NW PRIOR LAKE MN 55372 1,233.86 115.00 1,348.86 40024383 253950340 LOGAN, JAMYE 3875 RASPBERRY RDG NW PRIOR LAKE MN 55372 700.00 115.00 815.00 40024566 253820790 KIMBALL JUSTIN & REBECCA 3059 BOBCAT TRL NW PRIOR LAKE MN 55372 1,968.33 115.00 2,083.33 40025096 253590150 MCMAHON JAMES 3463 BAY KNOLLS DR NW PRIOR LAKE MN 55372 681.17 115.00 796.17 40025245 254180120 SCHIPPER BRANDON 14153 WILDS PATH NW PRIOR LAKE MN 55372 177.46 115.00 292.46 40162100 251430480 SAFE STEPHANIE 3883 MARSH ST NW PRIOR LAKE MN 55372 778.04 115.00 893.04 40274802 252280030 ROLEFF MAX 15800 ISLAND VIEW RD NW PRIOR LAKE MN 55372 1,350.18 115.00 1,465.18 40349403 252490370 HOLST ADAM 3344 FREMONT ST NW PRIOR LAKE MN 55372 59.07 115.00 174.07 40388900 252970280 DUCKSON TODD 14624 WILDS PKWY NW PRIOR LAKE MN 55372 3,929.36 115.00 4,044.36 40405903 252970200 GURUSINGHE MANIK 2955 FOX HOLW NW PRIOR LAKE MN 55372 1,086.21 115.00 1,201.21 40513402 253650060 STROM JEREMY 3326 GLYNWATER TRL NW PRIOR LAKE MN 55372 764.16 115.00 879.16 40528002 253670130 PURI TEJIENDER 15555 BROOKSIDE LN NW PRIOR LAKE MN 55372 744.64 115.00 859.64 Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total Exhibit A 40529204 253370260 BLINKEWITZ DEAN 3384 WOOD DUCK DR NW PRIOR LAKE MN 55372 583.37 115.00 698.37 40544301 253760440 ANDERSON SCOTT 15311 WILDERNESS RDG NW PRIOR LAKE MN 55372 934.51 115.00 1,049.51 40547200 253750330 BENEDICT CHRIS & MARY 3320 WILD HORSE PASS NW PRIOR LAKE MN 55372 744.88 115.00 859.88 40564606 253821100 TIMKIN ALEX 15347 WILD TURKEY CT NW PRIOR LAKE MN 55372 2,342.44 115.00 2,457.44 40566901 253760160 KORBA SCOTT 15280 FAIRWAY HGT RD NW PRIOR LAKE MN 55372 1,477.74 115.00 1,592.74 40572100 252970440 FLEMING BRYAN 2815 PINE VIEW DR NW PRIOR LAKE MN 55372 1,340.62 115.00 1,455.62 40579800 253600040 MANFRED JIM & AMBER 3032 KNOLL RIDGE DR NW PRIOR LAKE MN 55372 133.22 115.00 248.22 40585702 253840490 ABARCA ALFREDO 2362 STONECREST PATH NW PRIOR LAKE MN 55372 2,100.62 115.00 2,215.62 40598302 253840500 OLSONOSKI SARA 2366 STONECREST PATH NW PRIOR LAKE MN 55372 1,308.63 115.00 1,423.63 40608503 253850190 GLUSHKO VLADIMIR 3641 FOX TAIL TRL NW PRIOR LAKE MN 55372 586.25 115.00 701.25 40608801 253840440 BORGGREN CARA 2312 STONECREST PATH NW PRIOR LAKE MN 55372 102.67 115.00 217.67 40624898 253840540 TEA AYCHOEUN 2386 STONECREST PATH NW PRIOR LAKE MN 55372 994.85 115.00 1,109.85 40637201 253820340 PEER ALEXA 3048 BOBCAT TRL NW PRIOR LAKE MN 55372 1,102.56 115.00 1,217.56 40661100 254040630 PRESCOTT SHANNON 14164 WOODCHUCK TRL NW PRIOR LAKE MN 55372 403.38 115.00 518.38 40673206 254040670 TEDJI RAPHAEL 2918 COUGAR PATH NW PRIOR LAKE MN 55372 1,276.46 115.00 1,391.46 40703602 254370950 LENHARDT MARK 14470 ENCLAVE CT NW PRIOR LAKE MN 55372 222.51 115.00 337.51 40747902 254180400 MAGER EMILY 14097 WILDS PATH NW PRIOR LAKE MN 55372 653.38 115.00 768.38 40769801 254470250 GILBERTSON BRITEN 1807 BELMONT AVE NW PRIOR LAKE MN 55372 2,110.58 115.00 2,225.58 40773102 254780530 PERSLEY GABRIELE 14347 PARKSIDE CT NW PRIOR LAKE MN 55372 757.92 115.00 872.92 Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252601 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total Exhibit A 40775601 254470290 QUINN EMILY 1889 BELMONT AVE NW PRIOR LAKE MN 55372 998.98 115.00 1,113.98 40860903 254181150 BARTELS JEFF 2605 WATERFALL WAY NW PRIOR LAKE MN 55372 768.33 115.00 883.33 62005600 259210020 NEWVILLE MATTHEW 13640 MYSTIC LAKE DR NW PRIOR LAKE MN 55372 114.62 115.00 229.62 62008201 259240023 PRIOR LAKE DEV LLC 13855 CREST AVE NE PRIOR LAKE MN 55372 57.94 115.00 172.94 62008401 259240025 PRIOR LAKE DEV LLC 13755 CREST AVE NE PRIOR LAKE MN 55372 57.94 115.00 172.94 159,287.27$ 20,240.00$ 179,527.27$ Description: Delinquent Sewer & Water Bills (Final and Active Unpaid) Assessment Code:S-252602 Spread:1 Year Initital Year:2027 Interest Rate:5.38% Additional Interest:30 Payment Method:Equal Principal Account Number PID Number Customer Name Service Address Owners City State Zip Total Admin Fee Total 20024421 110170030 BURTSEV NIKOLAY 2011 LAKEVIEW DR JORDAN MN 55352 536.21 115.00 651.21 20723602 110170071 SANSHUCK ROY 1965 LAKEVIEW DR JORDAN MN 55352 168.83 115.00 283.83 705.04$ 230.00$ 935.04$ Exhibit B