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03-03-2025
AGENDA CITY COUNCIL MEETING March 3, 2025 - 6:00 PM City Hall Council Chambers Members of the public can participate in person at Lakeville City Hall, 20195 Holyoke Avenue. Members of the public may join the meeting via Teams Meeting,Meeting ID: 233 404 537 029 or by calling Toll Number 1-323-433-2142; Conference ID: 660 796 843#. The mayor will allow for public comments and questions at the appropriate time. The City Council is provided background information for agenda items in advance by staff and appointed commissions, committees, and boards. Decisions are based on this information, as well as City policy, practices, input from constituents, and a council member’s personal judgment. 1. Call to order, moment of silence and flag pledge 2. Roll Call 3. Citizen Comments 4. Additional agenda information 5. Presentations/Introductions a. Park and Recreation Quarterly Report 6. Consent Agenda a. Check Register Summary b. Minutes of the 02/18/2025 City Council Meeting c. Minutes of the 02/24/2025 City Council Work Session d. Minutes of the 02/24/2025 Special City Council Meeting e. Resolutions Awarding Construction Contracts and Authorizing Funding for 185th Street Expansion Between Kenwood Trail and Ipava Avenue f. Acceptance of Donation from Beverly Leaf to the Fire Department g. Acceptance of Donation from Gary and Lynn Tollberg to the Fire Department h. ESRI Contract Renewal i. Keokuk Property Release of Declaration of Restrictive Covenants j. Contract Amendment for Tree maintenance service with Carrs Tree Service, Inc. k. Agreement for Sanitary Sewer System Inflow and Infiltration Improvement Project l. Police Department Camera Upgrade m. Superior Decks, Inc. Partial Release of Development Contract and Certificate of Completion and Release of SIPA Page 1 of 212 City Council Meeting Agenda March 3, 2025 Page 2 n. Contract for Galaxie Liquor Store Partial Interior Remodel o. Community Event Sponsorship Agreement with Safety Signs, Incorporated for Live at the Lake Summer Concert Series p. Resolution Accepting Donations to the Lakeville Parks & Recreation Department in the 1st Quarter of 2025 q. Supplemental Agreement for Professional Services with SEH for Citywide Trail Gaps Improvements (Phase II) r. Encroachment Agreement with Lesnau for Private Improvements on Public Property s. Resolution Approving an Application to the Minnesota Department of Natural Resources for a Local Trail Connections Program Grant t. Resolution Approving an Application to the Legislative-Citizen Commission on Minnesota Resources for a 2025 Environmental and Natural Resources Trust Fund Grant u. FiRST Center Resolution Accepting Bids and Approving Construction Contracts v. Kenrick Corner Second Addition Final Plat 7. Action Items a. Consider a Preliminary Plat for Airlake DEA 2nd Addition 8. Unfinished Business 9. New Business 10. Announcements a. Next City Council Meeting March 17, 2025 b. Next Work Session Meeting March 24, 2025 11. Adjourn Page 2 of 212 Date: 3/3/2025 Check Register Summary Proposed Action Staff recommends adoption of the following motion: Move to approve the Check Register Summary. Overview Checks 325276- 325439 $1,221,685.97 ACH/EFT 19820- 19996 $2,868,568.30 Total $4,090,254.27 The City Council will receive a list of expenditures paid (claims detail) and it is available to the public upon request. The City is the fiscal agent for Lakeville Arenas and Dakota 911 and processes accounts payable invoices and payments which is not included in the total above. Supporting Information 1. 02.25.25CKSUM-ACH-EFT 2. 02.25.25CKSUM-Checks 3. Check Register 02.25.25 for Mar 3, 2025 Council Mtg - ACH-EFT 4. Check Register 02.25.25 for Mar 3, 2025 Council Mtg - Checks Financial Impact: $4,090,254.27 Budgeted: Yes Source: Various Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Cheri Donovan, Assistant Finance Director Page 3 of 212 Page 4 of 212 Page 5 of 212 MINUTES CITY COUNCIL MEETING February 18, 2025 - 6:00 PM City Hall Council Chambers 1.Call to order, moment of silence and flag pledge Acting Mayor Volk opened the meeting at 6:00 p.m. 2.Roll Call Members Present: Acting Mayor Volk, Council Members Bermel, Lee, Wolter Mayor Luke Hellier arrived at 6:08 p.m. Staff Present: Justin Miller, City Administrator; Andrea McDowell Poehler, City Attorney; Julie Stahl, Finance Director; Joe Masiarchin, Parks & Recreation Director; Allyn Kuennen, Assistant City Administrator; Ann Orlofsky, City Clerk; Brad Paulson, Police Chief; Tina Goodroad, Community Development Director 3.Citizen Comments None 4.Additional agenda information None 5.Presentations/Introductions a.Minnesota Energy and the Friends of the Lakeville Area Arts Center Nicole McCarthy from MN Energy presented a check in the amount of $10,000 for Friends of the Lakeville Area Arts Center. b.Minnesota School Bus Driver Appreciation Day Proclamation Mayor Hellier proclaimed February 19, 2025, Day as MN School Bus Driver Appreciation Day. c.Fire Department Annual Report Fire Chief Mike Meyer presented the Annual Fire Department Report. 6.Consent Agenda Motion was made by Volk, seconded by Bermel, to approve the following: Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter a.Check Register Summary b.Minutes of the 02/03/2025 City Council Meeting c.Final Order for the OLAM Holdings Industrial Development Alternative Urban Areawide Review (AUAR) Page 6 of 212 City Council Meeting Minutes February 18, 2025 Page 2 d.Joint Powers Agreement with Vermillion River Watershed Joint Powers Organization and Dakota County, and Supplemental Agreement for Professional Services with Stantec for North Creek Watershed Stormwater Management Improvements e.Resolution Awarding Construction Contract to Sunram Construction for Stormwater Management Basin Maintenance f.Annual Purchase of Hydrant Parts g.Purchase of Pressure Reducing Valves and Meter Couplings h.Encroachment Agreement with Sinnakaruppan Family Trust for Private Improvements in Public Easements i.Agreement with RES PYRO for July 4th Fireworks Display j.Resolution Authorizing Issuance and Sale of General Obligation Bonds, Series 2025A k.Resolution Amending Lakeville Fire Relief Association Bylaws Relating to Pension Vesting Schedules and Board Appointed Trustee Compensation and Repealing Resolution No. 25-017 l.Resolution Awarding Professional Services Agreement to Twin Cities Abatement Technologies for Abatement Activities at the FiRST Center m.Professional Services Agreement for Instrumentation and Control Support Services n.Resolution Approving Charitable Gambling Eastview Hockey Association 7.Action Items a.Consider a Preliminary Plat for Airlake DEA Jeff Schoenecker with Dakota Electric and Shawn Reagan with Hat Trick Investments have submitted a preliminary plat for Airlake DEA. Community Development Director presented the staff report. The plat consists of two outlots and the dedication of right-of-way for the future extension of 222nd Street. The property is located east of Cedar Avenue (CSAH 23) and north of 225th Street. The Planning Commission held a public hearing on the Airlake DEA preliminary plat at the January 23, 2025, meeting and unanimously recommended approval. Motion was made by Lee, seconded by Wolter, to approve a resolution for the preliminary plat of Airlake DEA. Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter Page 7 of 212 City Council Meeting Minutes February 18, 2025 Page 3 b.North Creek Manufactured Home Park Conditional Use Permit Jay Van Tassell with North Creek of Lakeville, LLC, requested a Conditional Use Permit (CUP) to expand the existing North Creek Manufactured Home Community. Community Development Director Tina Goodroad reported that a CUP is required to expand a manufactured home park in the RSMH zoning district and for a shoreland impact plan within the Shoreland Overlay District. The Planning Commission held a public hearing on the CUP at its February 6, 2025, meeting. Residents provided several comments regarding traffic impacts through the existing North Creek MHP, concern about the condition of the existing neighborhood, loss of wildlife on the vacant parcel, and a request for increased fence height. A stipulation was added requiring all construction traffic to access the development site through the North Creek MHP. The Planning Commission unanimously recommended approval. Since the meeting, the owner of North Creek has shared with staff a schedule for some improvements to the existing MHP: •Replacing mailboxes by end of July 2025 •Replacing playground equipment by end of July 2025 •Resurfacing existing driveways in the Fall of 2025 (coordinating with paving of the expansion roads to save on mobilization costs) •Exploring options to reduce speeds in the neighborhood The City Council asked the applicant to describe any unseen investments made in the manufactured home park since they took ownership. The applicant added that they made improvements to the community clubhouse, roads, and tree work and improved the aged infrastructure. The applicant also explained that a letter was sent to the residents in October 2023 from North Creek Investments, announcing a neighborhood meeting where they introduced to the residents that, in addition to doing this expansion, management would also have the excess capital and equipment to include improvements such as resurfacing the roads, updating the mailboxes, and adding new signage to the manufactured home park The applicant explained that they hoped the expansion would happen earlier than now, but that's how long it took to develop a plan, gain funding, and get approvals to get started. The City Council expressed its disappointment at the current state of this neighborhood and asked the City Attorney what options the city had to ensure management would make these improvements. The City Attorney, Andrea McDowell Poehler, clarified that they need specifics about what is required for the Certificate of Occupancy to be issued. Joleen Christianson 17357 North Creek Drive, addressed the city council about her concerns about the basketball court's proximity to the creek, traffic in and out of the park, and the storm shelter's inadequateness for current North Creek residents. Page 8 of 212 City Council Meeting Minutes February 18, 2025 Page 4 Leroy Oman 17252 North Creek Drive stated Management was not concerned about the repairs. Trees are falling on the houses, Management does not remove snow from the streets, and water is not working in several homes. Clifton Collie 5890 West 176th Street, addressed the water overflow near the creek. He hopes the DNR will be involved in this project to help protect the creek. Sandy Collie 5890 West 176th Street, asked if the fence would be chain link or vinyl. Shauna Kaun PO BOX 17370, St. Paul. Her residence is on 176th Street. North Creek already has more police activity than Country View, and she is concerned about adding more homes to the current problem. Deb Wilcox 17590 Eureka, her concerns are with the safety and security of the new neighborhood. Joyce Mallory 4650 Eveleth Court addressed the City Council about her concerns about the increase in traffic and the impact on the wildlife in the pond area. Kurt Mecus 17265 North Creek Lane addressed the flooding along North Creek and asked who might repair the bridge. Michelle Graun 5840 176th Street, expressed her concern about traffic and safety and security for the children. Amber Kipply 17265 North Creek Drive stated that the park is in disrepair and is poorly maintained. Jorge Rodriguez 5870 176th St West, expressed concern about cramming high density on the property and wondered if the units would be rentals or owner-occupied. John Aguila 17570 Eureka was concerned about the security and safety of the community. Dan Gustafson 5775 Country View Trail, Owner of Country View Mobile Home Park. Country View Park was constructed in 1972, and he has been involved with management for over 35 years. He has an appreciation for the legitimacy of manufactured housing. He was happy to hear the fence was six feet high but asked if management could extend the fence to seven feet. Bonnie Olson 17252 North Creek Drive added that her rent has doubled with the new owners in North Creek. $800/$1000. Management is not building for affordability. Dylan Kaun 5820 176th Street West, explained that the new management does not have a good reputation for maintaining its properties. He encouraged the City Council to look at their properties in Rochester and Omaha. Jay Van Tassell addressed the concerns of the public. He stated there is nowhere on the Page 9 of 212 City Council Meeting Minutes February 18, 2025 Page 5 lot for the basketball hoop to go without abutting a street. The application does meet code for occupancy requirements for storm shelters. With the addition of these homes, North Creek Investments will have the capital to change the mobile home park’s aesthetics and fix the bridge that floods out. A wetland delineation was completed, and there are no wetland issues at this site. Management intends to sell all the homes and not offer them for rent. All owners are background- checked and they are willing to have a crime-free, drug-free neighborhood. Community Development Director Tina Goodroad provided an update that the City can add conditions to the CUP and add their signature line to the CUP. City Attorney Andrea McDowell Poehler said that there are still questions about the enforcement ability of this CUP. Staff would recommend making the following revisions to the CUP prior to the issuance of any new homesite in the new portion of North Creek: o Install chain link fence prior to home installation o Resurface all existing driveways o Installation of new community signage (including but not limited to monuments, street signs, stop signs, directional signs, etc.) o Enhance the existing playground and replace all playground equipment o Hire a tree professional to remove all dead and dying trees o Include a key box for emergency personnel use only for the gate at Country View Motion was made by Lee, seconded by Wolter, to approve the North Creek MHP conditional use permit and adopt the findings of fact, including the additional stipulations listed this evening. Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter 8.Unfinished Business None 9.New Business None 10.Announcements a.Next Work Session Monday, February 24, 2025 b.Next City Council Meeting Monday, March 3, 2025 11.Adjourn Motion was made by Volk seconded by Bermel, to adjourn. Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter Page 10 of 212 City Council Meeting Minutes February 18, 2025 Page 6 Respectfully Submitted, __________________________________ Ann Orlofsky, City Clerk ____________________________ Luke M. Heller, Mayor Page 11 of 212 MINUTES CITY COUNCIL WORK SESSION February 24, 2025 - 6:00 PM Lakeville City Hall, Marion Conference Room 1. Call to order, moment of silence and flag pledge Mayor Hellier called the meeting to order at 5:58 p.m. Members Present: Mayor Hellier, Council Members Bermel, Lee, Volk, Wolter Staff Present: Justin Miller, City Administrator; Allyn Kuennen, Assistant City Administrator; Taylor Snider, Assistant to the City Administrator; Brad Paulson, Police Chief; Tina Goodroad, Community Development Director 2. Citizen Comments There were no citizen comments at this time. 3. Discussion Items a. Commission Interviews Council interviewed four candidates to serve on City Commissions. b. OP/Commercial Sites Zoning Review Tina Goodroad, Community Development Director, and Josh McKinney of Measure Group presented possible development plans at the 210th Street Site. They discussed the pros of building on this site and the challenges that this site presents to potential developers. Council asked about access points and how that could affect the project. It was also discussed how changing the zoning could spur other development in that area. Jeff Cook also presented his insights about this land. Council is looking to have further discussions before approving a zoning change. Members would like to look at the whole plan and find spots to strategically rezone, rather than going piece by piece. Some members stated that having this development would help redevelopment in this area. Council also noted that traffic patterns in this area will need to be evaluated if it is to be developed. Goodroad and McKinney gave a presentation regarding potential development on a 25- acre lot for sale by Antlers Park. Goodroad emphasized that nothing has been presented to the City and everything being presented tonight is what proposals could look like. She also noted that the City will likely be faced with a zoning change request when proposals do come in. McKinney discussed the challenges of the site and gave insights as to how developers will most likely develop the parcel. Page 12 of 212 City Council Work Session Minutes February 24, 2025 Page 2 Council stated that density will be a key issue when looking at proposals. Too much density could put too much pressure on the park. They stated that residential may work at this site, but density will be an issue. They also acknowledged the immediate response from the public. Council would also like to see this piece of land discussed as part of the next comprehensive plan update. Larry Jones, 210th Street: Voiced his concern about the noise on County Road 70 and the recycling plant. Concerned about how they control the noise. He also believes that two entrances on 210th Street would be better than having one on County Road 70. Bob Erickson 19081 Inndale Dr: Expressed his concern regarding seniors wanting two- story townhomes. He would also want a substantial berm on the south side of the development. He would like to know what staff thinks about taking away commercial zoning for the property in the west. He is also complimentary of staff for working with the family. He is concerned that the recycling plant across the street on the south side of the property does not create suitable living conditions. Lastly, he asks staff to look at 215th as an intersection. He also expressed concerns regarding the second property. He is concerned that ingress and egress to this site from Dodd is impossible. He states that a traffic study will be imperative. He also wants to know who will be funding the upgrades to 202nd Street, which will be needed. Adam White,10603 202nd St W: He voiced concern about school traffic in the morning, especially if they put two entrances on 210th Street. He also spoke about the second presentation. He believes that this is a jewel of Lakeville and that we should keep that piece of land. He would Lakeville to preserve it and turn it into a space for all to enjoy. He also suggested turning it into a community area like a park or a rec center. Rick Ringeisen 2005 Italy Ave: Regarding the first presentation, he asked if the development would be slab homes. If so, will there be a storm room? McKinney let him know they are not at that point of the process yet. Regarding the second property, he believed that there was someone who wanted to put a restaurant on the land when the owner was still alive. He also believes that a traffic study will be needed. By incorrectly developing this land, Rick believes it would change the character of the center of the city and the neighborhood. He noted that people from out of town enjoy that Lakeville has maintained their business district and this is the last opportunity to continue to do so. Bradley Anderson, 20048 Italy Ave: He asked what the urgency is of developing this property. Is there an urgency, or can it be put off? Tina Goodroad informed him that the property is for sale and with that comes applications. Now the city will be faced with these applications. Diane Refke, Huntington Ave: She believes the apartment complex will cause too much congestion. Would like a fun business that would generate revenue, like Chicken and Pickle. Diane says the schools are crammed full of kids and an apartment complex would increase stress on the schools. She wants more fun things to do around the lake. Page 13 of 212 City Council Work Session Minutes February 24, 2025 Page 3 Jill Lawrence, 9715 201st Street West: Jill would like the city to focus on diversified economic development. She would like to see more combined use. Jeff Vandenbusch, 19371 Jersey Ave: He believes it should be made into an entertainment area to add to Antlers Park. He would like the city to take a step back and look at what the city can be before they make a zoning change. He notes other development opportunities are coming soon, like the gravel pit site. Jim Steffen, 10310 204th St W: Proposed that the city turn this into a memorial park. The mayor noted that the family would have to gift that to the City. Angela Vandenbusch, 19371 Jersey Ave: Made note of the railroad right there and that it isn't going anywhere and will need to be considered moving forward. Janelle Schliep, 20559 Hampshire Way: She states that she moved here because of the expansions the city was making but that it needs to slow down. She believes that this is moving too fast and people are not happy about it. She suggests that the city finds a use for that land that everyone can enjoy. Antlers is for everyone, not just a few more people. 4. Items for Future Discussion None 5. Committee/ City Administrator Updates No updates were made. 6. Adjourn Motion was made by Lee, seconded by Bermel, to adjourn. Voice vote was taken on the motion. Ayes - All. Mayor adjourned the meeting at 8:22 p.m. Respectfully Submitted, Taylor Snider, Assistant to the City Administrator Luke M. Heller, Mayor Page 14 of 212 MINUTES SPECIAL CITY COUNCIL MEETING February 24, 2025 City Hall - Marion Meeting Room Closed Session The briefing will begin immediately following the adjournment of the 6:00 p.m. work session. 1. Call to order Mayor Hellier called the meeting to order at 8:27 p.m. 2. Roll Call Members Present: Mayor Hellier, Council Members Bermel, Lee, Volk, Wolter Staff Present: Justin Miller, City Administrator; Allyn Kuennen, Assistant City Administrator; Taylor Snider, Assistant to the City Administrator; Brad Paulson, Police Chief 3. Security Briefing a. The City Council will move to a closed session pursuant to Minn. Stat. 13 D.05, subd. 3(d) for a security briefing. Motion to Close the Meeting Motion was made by Lee, seconded by Bermel, to close the meeting for the purpose of a security briefing pursuant to MN Statute 13 D.05, subd. 3(d) Roll call was taken on the motion. Ayes - 5 4. Adjourn Motion was made by Wolter, seconded by Bermel, to adjourn. Voice vote was taken on the motion. Ayes - 5 Meeting was adjourned at 8:43 p.m. Respectfully Submitted, Taylor Snider, Assistant to the City Administrator Luke M. Hellier, Mayor Page 15 of 212 Date: 3/3/2025 Resolutions Awarding Construction Contracts and Authorizing Funding for 185th Street Expansion Between Kenwood Trail and Ipava Avenue Proposed Action Staff recommends adoption of the following motion: Move to approve 1) resolution awarding construction contract to McNamara Contracting, Inc.; and 2) funding for lighting with Dakota Electric Association; and 3) resolution authorizing funding and 2025 budget amendments and transfers for the expansion of 185th Street between Kenwood Trail and Ipava Avenue, City Project 25-04. Overview The City’s adopted 2025-2029 Capital Improvement Plan programs the expansion of County State Aid Highway (CSAH) 60 (185th Street) between Kenwood Trail (CSAH 50) and Ipava Avenue in 2025 to improve roadway operations, make safety improvements and provide for increasing traffic levels. Improvements include a) reconstruction and widening as a four-lane divided urban county highway with trails along both sides, and b) public utility infrastructure. On Tuesday, February 4, 2025, the City received seven bids for City Project 25-04, ranging from a low bid of $8,257,500.91 submitted by McNamara Contracting to a high bid of $9,741,822.85. The engineer’s construction cost estimate was $11,381,037.50. Dakota Electric’s letter identifies the scope of services and estimated costs to provide roadway and trail lighting for the project. The City and County will share project responsibilities consistent with adopted County 2040 Transportation Plan Cost Share policies and as established in the project’s Joint Powers Agreement. The City is the lead agency; therefore, the total cost is reflected in this memo. The total estimated project cost is $12,194,329. Supporting Information 1. 2025.03.03 Resolution_Award of Contract 2. 2025.03.03 Agreement & Bid Tabulation 3. 2024.11.13 DEA_Lighting 4. 2025.03.03 Resolution_Funding Authorization 5. 2025.03.03 Project Financing Financial Impact: $12,194,329 Budgeted: Yes Source: Multiple Sources Envision Lakeville Community Values: Design that Connects the Community Report Completed by: Jon Nelson, Assistant City Engineer Page 16 of 212 CITY OF LAKEVILLE RESOLUTION NO. 25- Resolution Awarding Construction Contract for 185th Street Expansion Kenwood Trail to Ipava Avenue City Project 25-04 WHEREAS, the City of Lakeville received sealed bids on Tuesday, February 4, 2025, at 10:00 a.m. for the expansion of 185th Street (County State Aid Highway 60) between Kenwood Trail (County State Aid Highway 50) and Ipava Avenue, City Project 25-04; and WHEREAS, the lowest responsible bid was from McNamara Contracting, Inc. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Lakeville, Minnesota: Hereby awards the contract to the lowest responsible bidder that meets all the bid requirements, McNamara Contracting, Inc., with a bid in the amount of $8,257,500.91. The construction is proposed to be completed as specified in the contract documents. ADOPTED by the Lakeville City Council this 3rd day of March 2025. ______________________________ Luke M. Hellier, Mayor _________________________________ Ann Orlofsky, City Clerk Page 17 of 212 185TH STREET (CSAH 60) IMPROVEMENTS PROJECT AGREEMENT CITY IMPROVEMENT PROJECT NO. 25-04 PAGE 1 AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT THIS AGREEMENT is by and between (“Owner”) and (“Contractor”). Owner and Contractor hereby agree as follows: ARTICLE 1 – WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: 185th Street (CSAH 60) Improvements Project, City Project No. 25-04. ARTICLE 2 – THE PROJECT 2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows: Reconstruction of 185th Street between Kenwood Trail and Ipava Avenue. ARTICLE 3 – ENGINEER 3.01 The Project has been designed by Alliant Engineering, Inc. ARTICLE 4 – CONTRACT TIMES 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Contract Times: Dates A. The Work will be substantially completed on or before August 29, 2025, and completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions. Substantial Completion shall include the work as described in Section S-24 of the Division S Special Provisions. B. The Work will be final completed on or before October 31, 2025. 4.03 Liquidated Damages A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with the Contract. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty); 1. The liquidated damages shall be in accordance with Table 1807-1 Schedule of Liquidated Damages for all stated completion dates, as well as any intermediate completion dates. 2. Failure to complete wear course paving and open the roadway to traffic consistent with completion dates outlined in the General Conditions. 3. Failure to provide temporary stabilization and appropriate erosion/sediment control. Page 18 of 212 185TH STREET (CSAH 60) IMPROVEMENTS PROJECT AGREEMENT CITY IMPROVEMENT PROJECT NO. 25-04 PAGE 2 4. Liquidated damages will be cumulative, and shall be collected for each portion of the project under construction in which the specified parameters have not been met. ARTICLE 5 – CONTRACT PRICE 5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents the amounts that follow, subject to adjustment under the Contract: A. For all Unit Price Work, an amount equal to the sum of the extended prices (established for each separately identified item of Unit Price Work by multiplying the unit price times the actual quantity of that item). The Contractor’s Bid, attached hereto as an exhibit, provides the basis for the extended prices for the Unit Price Work. The extended prices for Unit Price Work set forth as of the Effective Date of the Contract are based on estimated quantities. As provided in Paragraph 13.03 of the General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by Engineer. Total of all Extended Prices for Unit Price Work (subject to final adjustment based on actual quantities) $____________. ARTICLE 6 – PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. Contractor shall submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions. 6.02 Progress Payments; Retainage A. Owner shall make progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment on or about the third Monday of each month during performance of the Work as provided in Paragraph 6.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract a. 95 percent of Work completed (with the balance being retainage). If the Work has been 50 percent completed as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, there will be no additional retainage; and b. 95 percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage). B. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 100 percent of the Work completed, less such amounts set off by Owner pursuant to Paragraph 15.01.E of the General Conditions, and less 200 percent of Engineer’s estimate of the value of Work to be completed or corrected as shown on the punch list of items to be completed or corrected prior to final payment. 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with Paragraph 15.06 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 15.06. Page 19 of 212 185TH STREET (CSAH 60) IMPROVEMENTS PROJECT AGREEMENT CITY IMPROVEMENT PROJECT NO. 25-04 PAGE 3 ARTICLE 7 – INTEREST 7.01 All amounts not paid when due shall bear interest at the rate of 5 percent per annum. ARTICLE 8 – CONTRACTOR’S REPRESENTATIONS 8.01 In order to induce the Owner to enter into this Contract, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents, and any data and reference idents identified in the Contract Documents. B. Contractor has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings. E. Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Site-related reports and drawings identified in the Contract Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor and (3) Contractor’s safety precautions and programs. F. Based on the information and observations referred to in the preceding paragraph, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions the Contract. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. Contractor’s entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. K. Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractors proposed for the work. Subcontractors may not be changed except at the request or the with the consent of the Owner. L. The Contract Documents shall not be construed as creating any contractual relationship between the Owner and any subcontractor. Page 20 of 212 185TH STREET (CSAH 60) IMPROVEMENTS PROJECT AGREEMENT CITY IMPROVEMENT PROJECT NO. 25-04 PAGE 4 ARTICLE 9 – CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages 1 to ___, inclusive). 2. Performance bond (pages ___ to ___, inclusive). 3. Payment bond (pages ___ to ___, inclusive). 4. Other bonds. a. Maintenance bond (pages ___ to ___, inclusive). 5. General Conditions (pages ___ to ___, inclusive). 6. Supplementary Conditions (pages ___ to ___, inclusive). 7. Specifications as listed in the table of contents of the Project Manual. 8. Drawings (not attached but incorporated by reference) consisting of ___ sheets with each sheet bearing the following general title: ___, dated ___. 9. Addenda (numbers ___ to ___, inclusive). 10. Exhibits to this Agreement (enumerated as follows): a. Contractor’s Bid (pages ___ to ___, inclusive). b. Non-Collusion Affidavit c. Responsible Contractor Verification and Certification Form 11. The following which may be delivered or issued on or after the Effective Date of the Contract and are not attached hereto: a. Notice to Proceed. b. Work Change Directives. c. Change Orders. d. Field Orders. B. The documents listed in Paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in the General Conditions. ARTICLE 10 – MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A. Unless expressly agreed to elsewhere in the Contract, no assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, money that may become due and money that is due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. Page 21 of 212 185TH STREET (CSAH 60) IMPROVEMENTS PROJECT AGREEMENT CITY IMPROVEMENT PROJECT NO. 25-04 PAGE 5 10.03 Successors and Assigns A. Owner and Contractor each binds itself, its successors, assigns, and legal representatives to the other party hereto, its successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Contractor’s Certifications A. The provisions of MINN. STAT. 16C.285 Responsible Contractor are imposed as a requirement of this Contract. This Contract may be terminated by the Owner at any time upon discovery by the Owner that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in the Statute. B. The provisions of MINN. STAT. 471.425, subdivision 4a. are imposed as a requirement of this Contract. 1. Each contract of a municipality must require the prime contractor to pay any subcontractor within ten days of the prime contractor’s receipt of payment from the municipality for undisputed services provided by the subcontractor. The contract must require the prime contractor to pay interest of 1-1/2 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the prime contractor shall pay the actual penalty due to the subcontractor. A Subcontractor who prevails in a civil action to collect interest penalties from a prime contractor must be awarded its costs and disbursements, including attorney’s fees, incurred in bringing the action. 10.06 Indemnity A. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a result of any such claims. 10.07 Other Provisions A. Owner stipulates that if the General Conditions that are made a part of this Contract are based on EJCDC® C-700, Standard General Conditions for the Construction Contract, published by the Engineers Joint Contract Documents Committee®, and if Owner is the party that has furnished said General Conditions, then Owner has plainly shown all modifications to the standard wording of such published document to the Contractor, through a process such as highlighting or “track changes” (redline/strikeout), or in the Supplementary Conditions. B. Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. 10.08 Software License. Page 22 of 212 185TH STREET (CSAH 60) IMPROVEMENTS PROJECT AGREEMENT CITY IMPROVEMENT PROJECT NO. 25-04 PAGE 6 A. If the equipment provided by the Contractor pursuant to this Contract contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. 10.09 Patented devices, materials and processes. A. If the Contract requires, or the Contractor desires, the use of any design, device, material or process covered by letters, patent or copyright, trademark or trade name, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the Owner. If no such agreement is made or filed as noted, the Contractor shall indemnify and hold harmless the Owner from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the Project agreed to be performed under the Contract, and shall indemnify and defend the Owner for any costs, liability, expenses and attorney's fees that result from any such infringement. 10.10 Assignment. A. Neither party may assign, sublet, or transfer any interest or obligation in this Contract without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. 10.11 Permits and Licenses; Rights-of-Way and Easements. A. The Contractor shall give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of-way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. Page 23 of 212 185TH STREET (CSAH 60) IMPROVEMENTS PROJECT AGREEMENT CITY IMPROVEMENT PROJECT NO. 25-04 PAGE 7 IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. This Agreement will be effective on __________ (which is the Effective Date of the Contract). Note that the Effective Date of the Contract should match the dates of any construction bonds, if possible. The bonds shall not be dated earlier than the effective date of the Contract. OWNER: CONTRACTOR: By: By: Title: Title: (If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.) Attest: Attest: Title: Title: Address for giving notices: Address for giving notices: License No.: (where applicable) (If Owner is a corporation, attach evidence of authority to sign. If Owner is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of this Agreement.) Page 24 of 212 BID ABSTRACT185th Street Improvements ProjectCity Project No. 25-04Bid opening: 2/4/2025 10:30Item No.MnDOT Pay ItemItem DescriptionUnitQuantityUnit PriceExtensionUnit PriceExtensionUnit PriceExtensionUnit PriceExtensionUnit PriceExtensionUnit PriceExtensionUnit PriceExtensionUnit PriceExtension1 2021.501 MOBILIZATION LS 1 550,000.00$ 550,000.00$ $127,000.00 $127,000.00 $600,000.00 $600,000.00 $435,000.00 $435,000.00 $450,000.00 $450,000.00 $468,000.00 $468,000.00 $303,755.00 $303,755.00 $480,000.00 $480,000.002 2031.502 FIELD OFFICE EA 1 30,000.00$ 30,000.00$ $35,000.00 $35,000.00 $25,000.00 $25,000.00 $29,000.00 $29,000.00 $30,000.00 $30,000.00 $22,000.00 $22,000.00 $33,700.00 $33,700.00 $40,000.00 $40,000.003 2101.502 CLEARING EA 106 350.00$ 37,100.00$ $315.00 $33,390.00 $200.00 $21,200.00 $300.00 $31,800.00 $143.00 $15,158.00 $300.00 $31,800.00 $325.00 $34,450.00 $159.00 $16,854.004 2101.502 GRUBBING EA 106 350.00$ 37,100.00$ $210.00 $22,260.00 $100.00 $10,600.00 $200.00 $21,200.00 $96.00 $10,176.00 $200.00 $21,200.00 $220.00 $23,320.00 $106.00 $11,236.005 2101.505 CLEARING ACRE 2 10,000.00$ 20,000.00$ $6,300.00 $12,600.00 $4,000.00 $8,000.00 $6,000.00 $12,000.00 $3,000.00 $6,000.00 $6,000.00 $12,000.00 $6,520.00 $13,040.00 $3,300.00 $6,600.006 2101.505 GRUBBING ACRE 2 8,000.00$ 16,000.00$ $2,000.00 $4,000.00 $40,000.00 $80,000.00 $2,000.00 $4,000.00 $1,950.00 $3,900.00 $2,000.00 $4,000.00 $2,175.00 $4,350.00 $2,200.00 $4,400.007 2104.502 REMOVE PIPE APRON EA 33 450.00$ 14,850.00$ $360.00 $11,880.00 $400.00 $13,200.00 $470.00 $15,510.00 $279.00 $9,207.00 $450.00 $14,850.00 $325.00 $10,725.00 $325.00 $10,725.008 2104.502 REMOVE GATE VALVE AND BOX EA 6 450.00$ 2,700.00$ $525.00 $3,150.00 $50.00 $300.00 $420.00 $2,520.00 $890.00 $5,340.00 $750.00 $4,500.00 $495.00 $2,970.00 $388.00 $2,328.009 2104.502 REMOVE CURB STOP AND BOX EA 3 300.00$ 900.00$ $100.00 $300.00 $50.00 $150.00 $420.00 $1,260.00 $223.00 $669.00 $250.00 $750.00 $245.00 $735.00 $320.00 $960.0010 2104.502 REMOVE HYDRANT EA 3 1,000.00$ 3,000.00$ $375.00 $1,125.00 $500.00 $1,500.00 $420.00 $1,260.00 $1,330.00 $3,990.00 $500.00 $1,500.00 $745.00 $2,235.00 $640.00 $1,920.0011 2104.502 REMOVE DRAINAGE STRUCTURE EA 39 1,000.00$ 39,000.00$ $360.00 $14,040.00 $400.00 $15,600.00 $540.00 $21,060.00 $653.00 $25,467.00 $350.00 $13,650.00 $650.00 $25,350.00 $562.00 $21,918.0012 2104.502 REMOVE LIGHT POLE EA 11 400.00$ 4,400.00$ $480.00 $5,280.00 $1,000.00 $11,000.00 $900.00 $9,900.00 $465.00 $5,115.00 $470.00 $5,170.00 $935.00 $10,285.00 $959.00 $10,549.0013 2104.502 REMOVE MARKER EA 3 30.00$ 90.00$ $26.25 $78.75 $100.00 $300.00 $25.00 $75.00 $25.00 $75.00 $25.00 $75.00 $27.00 $81.00 $28.00 $84.0014 2104.502 REMOVE SIGN EA 18 50.00$ 900.00$ $26.25 $472.50 $100.00 $1,800.00 $25.00 $450.00 $25.00 $450.00 $25.00 $450.00 $27.00 $486.00 $28.00 $504.0015 2104.502 REMOVE MAIL BOX SUPPORT EA 8 50.00$ 400.00$ $52.50 $420.00 $500.00 $4,000.00 $150.00 $1,200.00 $125.00 $1,000.00 $50.00 $400.00 $70.00 $560.00 $139.00 $1,112.0016 2104.502 SALVAGE SIGN EA 24 70.00$ 1,680.00$ $26.25 $630.00 $150.00 $3,600.00 $25.00 $600.00 $25.00 $600.00 $75.00 $1,800.00 $27.00 $648.00 $28.00 $672.0017 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 11 5.00$ 55.00$ $3.55 $39.05 $6.00 $66.00 $5.50 $60.50 $8.15 $89.65 $10.00 $110.00 $7.00 $77.00 $9.00 $99.0018 2104.503 SAWING BIT PAVEMENT (FULL DEPTH) LF 1,681 3.00$ 5,043.00$ $3.55 $5,967.55 $3.00 $5,043.00 $1.80 $3,025.80 $2.65 $4,454.65 $3.00 $5,043.00 $3.50 $5,883.50 $2.60 $4,370.6019 2104.503 REMOVE WATER MAIN LF 209 15.00$ 3,135.00$ $13.50 $2,821.50 $20.00 $4,180.00 $21.00 $4,389.00 $17.80 $3,720.20 $25.00 $5,225.00 $9.00 $1,881.00 $57.00 $11,913.0020 2104.503 REMOVE WATER SERVICE PIPE LF 258 15.00$ 3,870.00$ $2.00 $516.00 $5.00 $1,290.00 $17.00 $4,386.00 $8.90 $2,296.20 $10.00 $2,580.00 $4.00 $1,032.00 $21.00 $5,418.0021 2104.503 REMOVE SEWER PIPE (STORM) LF 4,039 20.00$ 80,780.00$ $14.00 $56,546.00 $20.00 $80,780.00 $18.00 $72,702.00 $22.00 $88,858.00 $15.00 $60,585.00 $21.00 $84,819.00 $25.00 $100,975.0022 2104.503 REMOVE CURB & GUTTER LF 6,047 7.00$ 42,329.00$ $3.66 $22,132.02 $4.00 $24,188.00 $4.00 $24,188.00 $2.95 $17,838.65 $3.50 $21,164.50 $3.00 $18,141.00 $2.20 $13,303.4023 2104.503 REMOVE RETAINING WALL LF 66 50.00$ 3,300.00$ $36.00 $2,376.00 $20.00 $1,320.00 $16.00 $1,056.00 $9.40 $620.40 $20.00 $1,320.00 $23.00 $1,518.00 $15.00 $990.0024 2104.503 REMOVE FENCE LF 144 5.00$ 720.00$ $33.60 $4,838.40 $5.00 $720.00 $8.00 $1,152.00 $12.60 $1,814.40 $6.00 $864.00 $9.00 $1,296.00 $11.00 $1,584.0025 2104.503 SALVAGE FENCE LF 88 50.00$ 4,400.00$ $33.60 $2,956.80 $10.00 $880.00 $32.00 $2,816.00 $25.50 $2,244.00 $15.00 $1,320.00 $20.00 $1,760.00 $22.00 $1,936.0026 2104.503 REMOVE CONCRETE MEDIAN SY 569 12.00$ 6,828.00$ $6.00 $3,414.00 $8.00 $4,552.00 $6.60 $3,755.40 $0.87 $495.03 $5.50 $3,129.50 $11.00 $6,259.00 $5.50 $3,129.5027 2104.504 REMOVE BITUMINOUS PAVEMENT SY 33,052 6.00$ 198,312.00$ $5.70 $188,396.40 $2.50 $82,630.00 $7.00 $231,364.00 $5.00 $165,260.00 $5.71 $188,726.92 $6.60 $218,143.20 $4.50 $148,734.0028 2104.518 REMOVE BITUMINOUS WALK SF 20,973 2.00$ 41,946.00$ $0.30 $6,291.90 $0.50 $10,486.50 $0.50 $10,486.50 $0.41 $8,598.93 $0.50 $10,486.50 $1.25 $26,216.25 $0.40 $8,389.2029 2104.518 REMOVE CONCRETE WALK SF 2,005 3.00$ 6,015.00$ $0.70 $1,403.50 $1.00 $2,005.00 $1.10 $2,205.50 $0.84 $1,684.20 $1.00 $2,005.00 $1.25 $2,506.25 $0.45 $902.2530 2104.518 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 1,275 4.00$ 5,100.00$ $3.70 $4,717.50 $1.00 $1,275.00 $1.60 $2,040.00 $1.20 $1,530.00 $1.00 $1,275.00 $1.30 $1,657.50 $0.70 $892.5031 2106.507 EXCAVATION - COMMON CY 29,897 30.00$ 896,910.00$ $11.70 $349,794.90 $7.00 $209,279.00 $12.00 $358,764.00 $15.00 $448,455.00 $14.82 $443,073.54 $8.50 $254,124.50 $13.60 $406,599.2032 2106.507 EXCAVATION - MUCK CY 2,576 50.00$ 128,800.00$ $16.00 $41,216.00 $20.00 $51,520.00 $16.00 $41,216.00 $7.15 $18,418.40 $22.65 $58,346.40 $23.25 $59,892.00 $10.30 $26,532.8033 2106.507 EXCAVATION - SUBGRADE CY 24,095 10.00$ 240,950.00$ $11.50 $277,092.50 $15.00 $361,425.00 $10.00 $240,950.00 $9.00 $216,855.00 $14.82 $357,087.90 $14.50 $349,377.50 $15.80 $380,701.0034 2106.507 SELECT GRANULAR EMBANKMENT (CV) CY 30,994 15.00$ 464,910.00$ $19.35 $599,733.90 $20.00 $619,880.00 $18.00 $557,892.00 $17.10 $529,997.40 $15.40 $477,307.60 $25.55 $791,896.70 $18.00 $557,892.0035 2106.507 COMMON EMBANKMENT (CV) CY 21,793 10.00$ 217,930.00$ $9.00 $196,137.00 $2.00 $43,586.00 $10.00 $217,930.00 $9.00 $196,137.00 $5.30 $115,502.90 $3.35 $73,006.55 $3.00 $65,379.0036 2106.601 DEWATERING LS 1 25,000.00$ 25,000.00$ $20,000.00 $20,000.00 $0.01 $0.01 $15,000.00 $15,000.00 $17,500.00 $17,500.00 $25,000.00 $25,000.00 $6,000.00 $6,000.00 $14,000.00 $14,000.0037 2108.504 GEOTEXTILE FABRIC TYPE 9 SY 1,350 5.00$ 6,750.00$ $2.50 $3,375.00 $5.00 $6,750.00 $4.10 $5,535.00 $4.70 $6,345.00 $3.64 $4,914.00 $3.25 $4,387.50 $3.00 $4,050.0038 2123.51 COMMON LABORERS HR 40 100.00$ 4,000.00$ $55.00 $2,200.00 $0.01 $0.40 $0.01 $0.40 $99.00 $3,960.00 $100.00 $4,000.00 $106.00 $4,240.00 $86.00 $3,440.0039 2123.51 DOZER HR 24 175.00$ 4,200.00$ $105.00 $2,520.00 $0.01 $0.24 $0.01 $0.24 $188.00 $4,512.00 $170.00 $4,080.00 $190.00 $4,560.00 $171.00 $4,104.0040 2123.51 10 CY TRUCK HR 24 150.00$ 3,600.00$ $105.00 $2,520.00 $0.01 $0.24 $0.01 $0.24 $147.00 $3,528.00 $135.00 $3,240.00 $147.00 $3,528.00 $140.00 $3,360.0041 2123.51 3.0 CY FRONT END LOADER HR 24 175.00$ 4,200.00$ $110.00 $2,640.00 $0.01 $0.24 $0.01 $0.24 $178.00 $4,272.00 $170.00 $4,080.00 $210.00 $5,040.00 $162.00 $3,888.0042 2123.61 TRACTOR MOUNTED BACKHOE HR 24 210.00$ 5,040.00$ $150.00 $3,600.00 $0.01 $0.24 $0.01 $0.24 $195.00 $4,680.00 $150.00 $3,600.00 $250.00 $6,000.00 $134.00 $3,216.0043 2123.61 SKID LOADER HR 24 100.00$ 2,400.00$ $110.00 $2,640.00 $0.01 $0.24 $0.01 $0.24 $162.00 $3,888.00 $150.00 $3,600.00 $165.00 $3,960.00 $150.00 $3,600.0044 2123.61 STREET SWEEPER (WITH PICKUP BROOM) HR 120 250.00$ 30,000.00$ $218.40 $26,208.00 $155.00 $18,600.00 $190.00 $22,800.00 $185.00 $22,200.00 $185.00 $22,200.00 $185.00 $22,200.00 $175.00 $21,000.0045 2130.523 WATER MGAL 300 60.00$ 18,000.00$ $35.00 $10,500.00 $25.00 $7,500.00 $31.00 $9,300.00 $62.30 $18,690.00 $35.00 $10,500.00 $60.00 $18,000.00 $86.00 $25,800.0046 2211.507 AGGREGATE BASE (CV) CLASS 5 CY 16,459 40.00$ 658,360.00$ $30.00 $493,770.00 $32.00 $526,688.00 $40.00 $658,360.00 $25.70 $422,996.30 $30.80 $506,937.20 $36.00 $592,524.00 $43.00 $707,737.0047 2232.504 MILL BITUMINOUS SURFACE SY 960 10.00$ 9,600.00$ $7.00 $6,720.00 $10.00 $9,600.00 $8.60 $8,256.00 $7.10 $6,816.00 $5.63 $5,404.80 $6.85 $6,576.00 $5.30 $5,088.0048 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,B) TON 2,020 110.00$ 222,200.00$ $85.00 $171,700.00 $85.00 $171,700.00 $85.00 $171,700.00 $99.50 $200,990.00 $95.63 $193,172.60 $81.50 $164,630.00 $96.00 $193,920.0049 2360.509 TYPE SP 12.5 NON WEARING COURSE MIX (3,B) TON 6,160 100.00$ 616,000.00$ $68.00 $418,880.00 $67.00 $412,720.00 $67.00 $412,720.00 $70.80 $436,128.00 $70.23 $432,616.80 $64.95 $400,092.00 $73.00 $449,680.0050 2360.509 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON 10,190 95.00$ 968,050.00$ $78.00 $794,820.00 $78.00 $794,820.00 $78.00 $794,820.00 $85.00 $866,150.00 $83.56 $851,476.40 $81.25 $827,937.50 $88.00 $896,720.0051 2360.509 TYPE SP 12.5 NON WEARING COURSE MIX (3,C) TON 320 100.00$ 32,000.00$ $78.00 $24,960.00 $78.00 $24,960.00 $78.00 $24,960.00 $103.00 $32,960.00 $101.10 $32,352.00 $109.00 $34,880.00 $111.00 $35,520.0052 2402.602 REPLACE BOLT EA 40 150.00$ 6,000.00$ $115.00 $4,600.00 $2,000.00 $80,000.00 $80.00 $3,200.00 $94.40 $3,776.00 $80.00 $3,200.00 $85.00 $3,400.00 $83.00 $3,320.0053 2451.507 GRANULAR BEDDING CY 28 50.00$ 1,400.00$ $30.00 $840.00 $30.00 $840.00 $100.00 $2,800.00 $38.40 $1,075.20 $38.00 $1,064.00 $17.75 $497.00 $128.00 $3,584.0054 2501.502 15" RC PIPE APRON EA 7 1,200.00$ 8,400.00$ $1,125.00 $7,875.00 $2,300.00 $16,100.00 $1,400.00 $9,800.00 $992.00 $6,944.00 $1,280.00 $8,960.00 $1,625.00 $11,375.00 $1,490.00 $10,430.0055 2501.502 18" RC PIPE APRON EA 3 1,500.00$ 4,500.00$ $1,200.00 $3,600.00 $2,400.00 $7,200.00 $1,400.00 $4,200.00 $1,060.00 $3,180.00 $1,357.00 $4,071.00 $1,700.00 $5,100.00 $1,550.00 $4,650.0056 2501.502 24" RC PIPE APRON EA 2 2,000.00$ 4,000.00$ $1,450.00 $2,900.00 $3,300.00 $6,600.00 $2,000.00 $4,000.00 $1,240.00 $2,480.00 $1,685.00 $3,370.00 $2,075.00 $4,150.00 $1,700.00 $3,400.00S.M. Hentges & Son, Inc.Engineer's Estimate McNamara Contracting Inc ICON, LLC. Eureka Construction, Inc. Park Construction Company Northwest Asphalt, Inc. Heselton ConstructionPage 25 of 212 57 2501.502 27" RC PIPE APRON EA 1 2,250.00$ 2,250.00$ $1,475.00 $1,475.00 $3,600.00 $3,600.00 $2,200.00 $2,200.00 $1,400.00 $1,400.00 $1,823.00 $1,823.00 $2,195.00 $2,195.00 $2,100.00 $2,100.0058 2501.502 30" RC PIPE APRON EA 2 2,500.00$ 5,000.00$ $1,525.00 $3,050.00 $3,800.00 $7,600.00 $2,300.00 $4,600.00 $1,490.00 $2,980.00 $2,309.00 $4,618.00 $2,530.00 $5,060.00 $2,200.00 $4,400.0059 2501.502 54" RC PIPE APRON EA 1 5,200.00$ 5,200.00$ $3,375.00 $3,375.00 $10,100.00 $10,100.00 $5,100.00 $5,100.00 $3,410.00 $3,410.00 $5,204.00 $5,204.00 $4,580.00 $4,580.00 $3,900.00 $3,900.0060 2501.502 36" SPAN RC PIPE-ARCH APRON EA 1 3,000.00$ 3,000.00$ $2,025.00 $2,025.00 $4,200.00 $4,200.00 $3,300.00 $3,300.00 $1,880.00 $1,880.00 $3,167.00 $3,167.00 $3,120.00 $3,120.00 $2,500.00 $2,500.0062 2501.602 TRASH GUARD FOR 18" PIPE APRON EA 3 1,250.00$ 3,750.00$ $650.00 $1,950.00 $0.01 $0.03 $740.00 $2,220.00 $700.00 $2,100.00 $565.00 $1,695.00 $900.00 $2,700.00 $513.00 $1,539.0063 2501.602 TRASH GUARD FOR 24" PIPE APRON EA 2 1,500.00$ 3,000.00$ $1,250.00 $2,500.00 $0.01 $0.02 $1,500.00 $3,000.00 $1,370.00 $2,740.00 $1,485.00 $2,970.00 $1,560.00 $3,120.00 $1,400.00 $2,800.0064 2501.602 TRASH GUARD FOR 27" PIPE APRON EA 1 2,250.00$ 2,250.00$ $1,450.00 $1,450.00 $0.01 $0.01 $1,700.00 $1,700.00 $1,570.00 $1,570.00 $1,670.00 $1,670.00 $1,750.00 $1,750.00 $1,600.00 $1,600.0065 2501.602 TRASH GUARD FOR 30" PIPE APRON EA 2 2,750.00$ 5,500.00$ $1,575.00 $3,150.00 $0.01 $0.02 $1,900.00 $3,800.00 $1,710.00 $3,420.00 $1,805.00 $3,610.00 $1,890.00 $3,780.00 $1,800.00 $3,600.0066 2501.602 TRASH GUARD FOR 54" PIPE APRON EA 1 5,000.00$ 5,000.00$ $4,600.00 $4,600.00 $0.01 $0.01 $5,200.00 $5,200.00 $4,690.00 $4,690.00 $4,670.00 $4,670.00 $5,070.00 $5,070.00 $4,930.00 $4,930.0067 2501.602 TRASH GUARD FOR 36" SPAN PIPE APRON EA 1 7,500.00$ 7,500.00$ $2,300.00 $2,300.00 $0.01 $0.01 $1,900.00 $1,900.00 $1,730.00 $1,730.00 $1,816.00 $1,816.00 $2,145.00 $2,145.00 $1,780.00 $1,780.0069 2501.602 PILING & CONCRETE END SECTION EA 5 5,000.00$ 25,000.00$ $4,350.00 $21,750.00 $4,000.00 $20,000.00 $7,000.00 $35,000.00 $6,250.00 $31,250.00 $6,685.00 $33,425.00 $4,065.00 $20,325.00 $5,655.00 $28,275.0070 2502.503 4" PERF TP PIPE DRAIN LF 16,733 8.00$ 133,864.00$ $6.00 $100,398.00 $10.00 $167,330.00 $4.00 $66,932.00 $12.20 $204,142.60 $12.80 $214,182.40 $22.00 $368,126.00 $13.80 $230,915.4071 2502.503 6" PERF PVC PIPE DRAIN LF 544 12.00$ 6,528.00$ $32.00 $17,408.00 $18.00 $9,792.00 $20.00 $10,880.00 $25.10 $13,654.40 $28.50 $15,504.00 $27.50 $14,960.00 $17.50 $9,520.0072 2503.503 15" RC PIPE SEWER DES 3006 CL V LF 3,565 80.00$ 285,200.00$ $67.00 $238,855.00 $70.00 $249,550.00 $74.00 $263,810.00 $73.40 $261,671.00 $72.50 $258,462.50 $66.00 $235,290.00 $76.00 $270,940.0073 2503.503 18" RC PIPE SEWER DES 3006 CL V LF 1,335 85.00$ 113,475.00$ $70.00 $93,450.00 $73.00 $97,455.00 $81.50 $108,802.50 $78.70 $105,064.50 $80.00 $106,800.00 $75.00 $100,125.00 $76.00 $101,460.0074 2503.503 21" RC PIPE SEWER DES 3006 CL III LF 213 95.00$ 20,235.00$ $84.00 $17,892.00 $82.00 $17,466.00 $90.50 $19,276.50 $89.40 $19,042.20 $93.00 $19,809.00 $80.00 $17,040.00 $88.00 $18,744.0075 2503.503 24" RC PIPE SEWER DES 3006 CL III LF 162 110.00$ 17,820.00$ $90.00 $14,580.00 $85.00 $13,770.00 $99.50 $16,119.00 $102.00 $16,524.00 $106.00 $17,172.00 $83.00 $13,446.00 $92.00 $14,904.0076 2503.503 27" RC PIPE SEWER DES 3006 CL III LF 223 130.00$ 28,990.00$ $107.00 $23,861.00 $105.00 $23,415.00 $120.00 $26,760.00 $120.00 $26,760.00 $127.00 $28,321.00 $106.00 $23,638.00 $117.00 $26,091.0077 2503.503 30" RC PIPE SEWER DES 3006 CL III LF 581 140.00$ 81,340.00$ $110.00 $63,910.00 $113.00 $65,653.00 $140.00 $81,340.00 $131.00 $76,111.00 $142.00 $82,502.00 $115.00 $66,815.00 $132.00 $76,692.0078 2503.503 33" RC PIPE SEWER DES 3006 CL III LF 436 200.00$ 87,200.00$ $125.00 $54,500.00 $142.00 $61,912.00 $160.00 $69,760.00 $153.00 $66,708.00 $156.00 $68,016.00 $151.00 $65,836.00 $143.00 $62,348.0079 2503.503 36" RC PIPE SEWER DES 3006 CL III LF 346 200.00$ 69,200.00$ $150.00 $51,900.00 $153.00 $52,938.00 $170.00 $58,820.00 $168.00 $58,128.00 $201.00 $69,546.00 $167.00 $57,782.00 $159.00 $55,014.0080 2503.503 42" RC PIPE SEWER DES 3006 CL III LF 2,374 250.00$ 593,500.00$ $210.00 $498,540.00 $205.00 $486,670.00 $240.00 $569,760.00 $236.00 $560,264.00 $249.00 $591,126.00 $234.00 $555,516.00 $222.00 $527,028.0081 2503.503 54" RC PIPE SEWER DES 3006 CL III LF 541 500.00$ 270,500.00$ $320.00 $173,120.00 $305.00 $165,005.00 $360.00 $194,760.00 $357.00 $193,137.00 $355.00 $192,055.00 $373.00 $201,793.00 $348.00 $188,268.0082 2503.503 36" SPAN RC PIPE-ARCH SEWER CL IIIA LF 182 250.00$ 45,500.00$ $155.00 $28,210.00 $215.00 $39,130.00 $180.00 $32,760.00 $175.00 $31,850.00 $233.00 $42,406.00 $181.00 $32,942.00 $201.00 $36,582.0083 2503.503 44" SPAN RC PIPE-ARCH SEWER CL IIIA LF 78 300.00$ 23,400.00$ $200.00 $15,600.00 $255.00 $19,890.00 $240.00 $18,720.00 $224.00 $17,472.00 $280.00 $21,840.00 $248.00 $19,344.00 $244.00 $19,032.0085 2503.503 65" SPAN RC PIPE-ARCH SEWER CL IIIA LF 280 450.00$ 126,000.00$ $335.00 $93,800.00 $375.00 $105,000.00 $440.00 $123,200.00 $383.00 $107,240.00 $422.00 $118,160.00 $395.00 $110,600.00 $398.00 $111,440.0086 2503.602 CONSTRUCT BULKHEAD EA 2 750.00$ 1,500.00$ $675.00 $1,350.00 $250.00 $500.00 $610.00 $1,220.00 $726.00 $1,452.00 $350.00 $700.00 $525.00 $1,050.00 $392.00 $784.0087 2503.602 CONNECT TO EXISTING STORM SEWER EA 8 1,100.00$ 8,800.00$ $1,200.00 $9,600.00 $1,200.00 $9,600.00 $1,400.00 $11,200.00 $1,330.00 $10,640.00 $1,000.00 $8,000.00 $1,135.00 $9,080.00 $670.00 $5,360.0088 2503.603 PLUG FILL AND ABANDON PIPE SEWER LF 123 50.00$ 6,150.00$ $25.00 $3,075.00 $15.00 $1,845.00 $35.50 $4,366.50 $70.70 $8,696.10 $25.00 $3,075.00 $26.00 $3,198.00 $38.00 $4,674.0089 2503.603 8" PVC PIPE SEWER (SDR 26) LF 227 80.00$ 18,160.00$ $155.00 $35,185.00 $80.00 $18,160.00 $180.00 $40,860.00 $141.00 $32,007.00 $84.00 $19,068.00 $155.00 $35,185.00 $70.00 $15,890.0090 2504.602 CONNECT TO EXISTING WATERMAIN EA 24 3,000.00$ 72,000.00$ $4,100.00 $98,400.00 $1,600.00 $38,400.00 $2,500.00 $60,000.00 $3,750.00 $90,000.00 $6,750.00 $162,000.00 $4,850.00 $116,400.00$4,420.00 $106,080.0091 2504.602 CONNECT TO EXISTING WATER SERVICE EA 2 1,000.00$ 2,000.00$ $485.00 $970.00 $600.00 $1,200.00 $1,500.00 $3,000.00 $700.00 $1,400.00 $1,750.00 $3,500.00 $750.00 $1,500.00 $650.00 $1,300.0092 2504.602 HYDRANT EA 3 7,500.00$ 22,500.00$ $8,200.00 $24,600.00 $7,500.00 $22,500.00 $7,800.00 $23,400.00 $7,350.00 $22,050.00 $7,930.00 $23,790.00 $7,950.00 $23,850.00 $7,000.00 $21,000.0093 2504.602 ADJUST GATE VALVE AND BOX EA 19 500.00$ 9,500.00$ $712.40 $13,535.60 $550.00 $10,450.00 $420.00 $7,980.00 $486.00 $9,234.00 $450.00 $8,550.00 $300.00 $5,700.00 $922.00 $17,518.0094 2504.602 1" CORPORATION STOP EA 5 1,000.00$ 5,000.00$ $300.00 $1,500.00 $250.00 $1,250.00 $1,100.00 $5,500.00 $539.00 $2,695.00 $345.00 $1,725.00 $175.00 $875.00 $372.00 $1,860.0095 2504.602 6" GATE VALVE AND BOX EA 3 3,500.00$ 10,500.00$ $5,400.00 $16,200.00 $3,200.00 $9,600.00 $3,700.00 $11,100.00 $3,440.00 $10,320.00 $4,746.00 $14,238.00 $3,100.00 $9,300.00 $3,300.00 $9,900.0096 2504.602 8" GATE VALVE AND BOX EA 2 6,000.00$ 12,000.00$ $6,250.00 $12,500.00 $4,200.00 $8,400.00 $4,700.00 $9,400.00 $4,650.00 $9,300.00 $5,593.00 $11,186.00 $4,015.00 $8,030.00 $4,150.00 $8,300.0097 2504.602 12" GATE VALVE AND BOX EA 1 6,500.00$ 6,500.00$ $8,800.00 $8,800.00 $7,200.00 $7,200.00 $7,900.00 $7,900.00 $7,520.00 $7,520.00 $9,156.00 $9,156.00 $7,230.00 $7,230.00 $7,390.00 $7,390.0098 2504.602 20" GATE VALVE AND BOX EA 1 10,000.00$ 10,000.00$ $35,700.00 $35,700.00 $32,600.00 $32,600.00 $29,000.00 $29,000.00 $32,900.00 $32,900.00 $38,500.00 $38,500.00 $35,550.00 $35,550.00 $32,800.00 $32,800.0099 2504.602 24" GATE VALVE AND BOX EA 2 12,500.00$ 25,000.00$ $45,700.00 $91,400.00 $43,600.00 $87,200.00 $39,000.00 $78,000.00 $42,800.00 $85,600.00 $48,000.00 $96,000.00 $45,900.00 $91,800.00 $45,000.00 $90,000.00100 2504.602 IRRIGATION SYSTEM REPAIR EA 4 2,500.00$ 10,000.00$ $500.00 $2,000.00 $1,500.00 $6,000.00 $500.00 $2,000.00 $750.00 $3,000.00 $750.00 $3,000.00 $415.00 $1,660.00 $1,670.00 $6,680.00101 2504.602 ADJUST CURB STOP EA 1 250.00$ 250.00$ $500.00 $500.00 $150.00 $150.00 $800.00 $800.00 $423.00 $423.00 $175.00 $175.00 $175.00 $175.00 $922.00 $922.00102 2504.602 1" CURB STOP AND BOX EA 7 1,000.00$ 7,000.00$ $625.00 $4,375.00 $500.00 $3,500.00 $780.00 $5,460.00 $713.00 $4,991.00 $917.00 $6,419.00 $400.00 $2,800.00 $821.00 $5,747.00103 2504.602 6" WET TAP EA 1 2,500.00$ 2,500.00$ $4,800.00 $4,800.00 $4,000.00 $4,000.00 $6,300.00 $6,300.00 $6,140.00 $6,140.00 $6,514.00 $6,514.00 $2,000.00 $2,000.00 $9,212.00 $9,212.00104 2504.602 8" WET TAP EA 1 5,000.00$ 5,000.00$ $7,200.00 $7,200.00 $5,000.00 $5,000.00 $10,000.00 $10,000.00 $7,390.00 $7,390.00 $7,550.00 $7,550.00 $2,000.00 $2,000.00 $10,400.00 $10,400.00105 2504.603 RECONSTRUCT WATER MANHOLE LF 4 1,000.00$ 4,000.00$ $1,125.00 $4,500.00 $600.00 $2,400.00 $940.00 $3,760.00 $1,070.00 $4,280.00 $1,015.00 $4,060.00 $890.00 $3,560.00 $1,400.00 $5,600.00106 2504.603 1" TYPE K COPPER PIPE LF 619 30.00$ 18,570.00$ $38.00 $23,522.00 $40.00 $24,760.00 $40.00 $24,760.00 $56.40 $34,911.60 $61.00 $37,759.00 $69.00 $42,711.00 $48.00 $29,712.00107 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LF 54 100.00$ 5,400.00$ $82.00 $4,428.00 $155.00 $8,370.00 $98.50 $5,319.00 $106.00 $5,724.00 $104.00 $5,616.00 $170.00 $9,180.00 $175.00 $9,450.00108 2504.603 8" WATERMAIN DUCTILE IRON CL 52 LF 265 100.00$ 26,500.00$ $95.00 $25,175.00 $175.00 $46,375.00 $140.00 $37,100.00 $120.00 $31,800.00 $118.00 $31,270.00 $160.00 $42,400.00 $106.00 $28,090.00109 2504.603 12" WATERMAIN DUCTILE IRON CL 52 LF 36 150.00$ 5,400.00$ $140.00 $5,040.00 $215.00 $7,740.00 $180.00 $6,480.00 $163.00 $5,868.00 $211.00 $7,596.00 $480.00 $17,280.00 $550.00 $19,800.00110 2504.603 16" WATERMAIN DUCTILE IRON CL 52 LF 38 200.00$ 7,600.00$ $195.00 $7,410.00 $305.00 $11,590.00 $310.00 $11,780.00 $196.00 $7,448.00 $250.00 $9,500.00 $535.00 $20,330.00 $523.00 $19,874.00111 2504.603 20" WATERMAIN DUCTILE IRON CL 52 LF 38 250.00$ 9,500.00$ $230.00 $8,740.00 $395.00 $15,010.00 $350.00 $13,300.00 $234.00 $8,892.00 $298.00 $11,324.00 $600.00 $22,800.00 $515.00 $19,570.00112 2504.603 DUCTILE IRON FITTINGS LB 3,518 20.00$ 70,360.00$ $19.00 $66,842.00 $15.00 $52,770.00 $23.00 $80,914.00 $20.00 $70,360.00 $20.00 $70,360.00 $21.00 $73,878.00 $19.00 $66,842.00113 2504.604 4" POLYSTYRENE INSULATION SY 68 60.00$ 4,080.00$ $50.00 $3,400.00 $55.00 $3,740.00 $80.00 $5,440.00 $49.40 $3,359.20 $62.00 $4,216.00 $45.00 $3,060.00 $74.00 $5,032.00114 2506.502 CASTING ASSEMBLY EA 141 1,100.00$ 155,100.00$ $890.00 $125,490.00 $1,000.00 $141,000.00 $990.00 $139,590.00 $952.00 $134,232.00 $972.00 $137,052.00 $1,370.00 $193,170.00 $990.00$139,590.00115 2506.502 ADJUST FRAME & RING CASTING EA 10 850.00$ 8,500.00$ $990.00 $9,900.00 $750.00 $7,500.00 $730.00 $7,300.00 $789.00 $7,890.00 $650.00 $6,500.00 $715.00 $7,150.00 $467.00 $4,670.00116 2506.503 CONST DRAINAGE STRUCTURE DESIGN H LF 5 600.00$ 3,000.00$ $390.00 $1,950.00 $625.00 $3,125.00 $350.00 $1,750.00 $364.00 $1,820.00 $557.00 $2,785.00 $435.00 $2,175.00 $450.00 $2,250.00117 2506.503 CONST DRAINAGE STRUCTURE DESIGN SD-48 LF 164 950.00$ 155,800.00$ $650.00 $106,600.00 $775.00 $127,100.00 $560.00 $91,840.00 $690.00 $113,160.00 $776.00 $127,264.00 $680.00 $111,520.00 $774.00 $126,936.00118 2506.503 CONST DRAINAGE STRUCTURE DESIGN SD-60 LF 6 1,250.00$ 7,500.00$ $700.00 $4,200.00 $800.00 $4,800.00 $880.00 $5,280.00 $837.00 $5,022.00 $926.00 $5,556.00 $770.00 $4,620.00 $1,058.00 $6,348.00119 2506.503 CONST DRAINAGE STRUCTURE DESIGN SD-72 LF 12 1,800.00$ 21,600.00$ $835.00 $10,020.00 $975.00 $11,700.00 $1,200.00 $14,400.00 $1,160.00 $13,920.00 $1,223.00 $14,676.00 $1,000.00 $12,000.00 $1,407.00 $16,884.00121 2506.503 CONST DRAINAGE STRUCTURE DESIGN SD-120 LF 15 7,500.00$ 112,500.00$ $2,675.00 $40,125.00 $1,875.00 $28,125.00 $3,700.00 $55,500.00 $4,160.00 $62,400.00 $3,451.00 $51,765.00 $2,845.00 $42,675.00 $3,700.00 $55,500.00122 2506.503 CONST DRAINAGE STRUCTURE DES SPEC 1 LF 108 600.00$ 64,800.00$ $445.00 $48,060.00 $625.00 $67,500.00 $400.00 $43,200.00 $546.00 $58,968.00 $758.00 $81,864.00 $595.00 $64,260.00 $574.00 $61,992.00Page 26 of 212 123 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 LF 157 800.00$ 125,600.00$ $600.00 $94,200.00 $775.00 $121,675.00 $530.00 $83,210.00 $489.00 $76,773.00 $539.00 $84,623.00 $460.00 $72,220.00 $543.00 $85,251.00124 2506.503 CONST DRAINAGE STRUCTURE DES 60-4020 LF 70 1,000.00$ 70,000.00$ $690.00 $48,300.00 $800.00 $56,000.00 $790.00 $55,300.00 $748.00 $52,360.00 $763.00 $53,410.00 $645.00 $45,150.00 $851.00 $59,570.00125 2506.503 CONST DRAINAGE STRUCTURE DES 72-4020 LF 241 1,500.00$ 361,500.00$ $760.00 $183,160.00 $975.00 $234,975.00 $1,000.00 $241,000.00 $874.00 $210,634.00 $889.00 $214,249.00 $780.00 $187,980.00 $1,018.00$245,338.00126 2506.503 CONST DRAINAGE STRUCTURE DES 84-4020 LF 60 2,000.00$ 120,000.00$ $1,150.00 $69,000.00 $1,275.00 $76,500.00 $1,700.00 $102,000.00 $1,430.00 $85,800.00 $1,358.00 $81,480.00 $1,060.00 $63,600.00 $1,420.00 $85,200.00127 2506.503 CONST DRAINAGE STRUCTURE DES 96-4020 LF 15 2,500.00$ 37,500.00$ $1,575.00 $23,625.00 $1,875.00 $28,125.00 $2,300.00 $34,500.00 $2,090.00 $31,350.00 $1,882.00 $28,230.00 $1,500.00 $22,500.00 $2,284.00 $34,260.00128 2506.503 CONST DRAINAGE STRUCTURE DES 108-4020 LF 38 4,000.00$ 152,000.00$ $1,950.00 $74,100.00 $2,375.00 $90,250.00 $2,800.00 $106,400.00 $2,630.00 $99,940.00 $1,728.00 $65,664.00 $1,960.00 $74,480.00 $2,500.00 $95,000.00129 2506.503 CONST DRAINAGE STRUCTURE DES SPEC 2 EA 1 10,000.00$ 10,000.00$ $10,250.00 $10,250.00 $20,000.00 $20,000.00 $14,000.00 $14,000.00 $13,500.00 $13,500.00 $10,271.00 $10,271.00 $10,500.00 $10,500.00 $14,000.00 $14,000.00130 2506.503 CONST DRAINAGE STRUCTURE DES SPEC 3 EA 1 10,000.00$ 10,000.00$ $7,100.00 $7,100.00 $11,000.00 $11,000.00 $15,000.00 $15,000.00 $15,700.00 $15,700.00 $12,000.00 $12,000.00 $7,430.00 $7,430.00$14,500.00 $14,500.00131 2506.503 CONST DRAINAGE STRUCTURE DES SPEC 4 EA 1 10,000.00$ 10,000.00$ $12,900.00 $12,900.00 $22,000.00 $22,000.00 $17,000.00 $17,000.00 $19,000.00 $19,000.00 $13,622.00 $13,622.00 $14,400.00 $14,400.00 $16,000.00 $16,000.00132 2506.503 RECONSTRUCT DRAINAGE STRUCTURE LF 8 1,500.00$ 12,000.00$ $1,100.00 $8,800.00 $600.00 $4,800.00 $790.00 $6,320.00 $626.00 $5,008.00 $827.00 $6,616.00 $525.00 $4,200.00 $915.00 $7,320.00133 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTUREA 2 1,500.00$ 3,000.00$ $1,200.00 $2,400.00 $1,200.00 $2,400.00 $1,500.00 $3,000.00 $1,780.00 $3,560.00 $2,500.00 $5,000.00 $1,485.00 $2,970.00 $950.00 $1,900.00134 2506.602 CONNECT INTO EXISTING STORM SEWER EA 5 1,500.00$ 7,500.00$ $1,200.00 $6,000.00 $1,200.00 $6,000.00 $1,000.00 $5,000.00 $1,330.00 $6,650.00 $1,000.00 $5,000.00 $1,135.00 $5,675.00 $950.00 $4,750.00135 2506.602 RECONSTRUCT DRAINAGE STRUCTURE SPECIAL EA 1 10,000.00$ 10,000.00$ $4,100.00 $4,100.00 $2,500.00 $2,500.00 $1,800.00 $1,800.00 $5,500.00 $5,500.00 $6,410.00 $6,410.00 $2,290.00 $2,290.00 $15,000.00 $15,000.00136 2511.507 RANDOM RIPRAP CLASS III CY 90 100.00$ 9,000.00$ $100.00 $9,000.00 $90.00 $8,100.00 $120.00 $10,800.00 $143.00 $12,870.00 $110.00 $9,900.00 $116.00 $10,440.00 $218.00 $19,620.00137 2521.518 5" CONCRETE WALK SF 1,224 10.00$ 12,240.00$ $7.50 $9,180.00 $14.00 $17,136.00 $7.50 $9,180.00 $6.15 $7,527.60 $8.75 $10,710.00 $9.20 $11,260.80 $9.00 $11,016.00138 2521.518 6" CONCRETE WALK SF 5,428 15.00$ 81,420.00$ $15.20 $82,505.60 $15.00 $81,420.00 $15.00 $81,420.00 $14.50 $78,706.00 $16.50 $89,562.00 $17.60 $95,532.80 $15.00 $81,420.00139 2521.602 DRILL & GROUT REINF BAR (EPOXY COATED) EA 271 20.00$ 5,420.00$ $8.00 $2,168.00 $10.00 $2,710.00 $8.00 $2,168.00 $10.00 $2,710.00 $8.00 $2,168.00 $8.70 $2,357.70 $15.00 $4,065.00140 2531.503 CONCRETE CURB & GUTTER DESIGN B418 LF 18,858 30.00$ 565,740.00$ $16.15 $304,556.70 $25.00 $471,450.00 $16.00 $301,728.00 $18.60 $350,758.80 $17.15 $323,414.70 $18.70 $352,644.60 $20.00 $377,160.00141 2531.503 CONCRETE CURB & GUTTER DESIGN B612 LF 384 30.00$ 11,520.00$ $25.10 $9,638.40 $35.00 $13,440.00 $25.00 $9,600.00 $29.80 $11,443.20 $26.10 $10,022.40 $28.40 $10,905.60 $25.00 $9,600.00142 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LF 570 30.00$ 17,100.00$ $21.20 $12,084.00 $35.00 $19,950.00 $21.00 $11,970.00 $24.90 $14,193.00 $22.20 $12,654.00 $24.25 $13,822.50 $25.00 $14,250.00143 2531.503 CONCRETE CURB & GUTTER DESIGN D412 LF 140 30.00$ 4,200.00$ $28.35 $3,969.00 $35.00 $4,900.00 $28.50 $3,990.00 $28.20 $3,948.00 $29.35 $4,109.00 $31.95 $4,473.00 $30.00 $4,200.00144 2531.504 CONCRETE MEDIAN SY 2,650 50.00$ 132,500.00$ $51.35 $136,077.50 $55.00 $145,750.00 $51.50 $136,475.00 $52.90 $140,185.00 $61.75 $163,637.50 $70.20 $186,030.00 $55.00 $145,750.00145 2531.504 7" CONCRETE DRIVEWAY PAVEMENT SY 162 90.00$ 14,580.00$ $85.05 $13,778.10 $100.00 $16,200.00 $85.00 $13,770.00 $95.40 $15,454.80 $85.05 $13,778.10 $110.00 $17,820.00 $100.00 $16,200.00146 2531.603 CONCRETE SILL LF 8,560 10.00$ 85,600.00$ $2.60 $22,256.00 $8.00 $68,480.00 $2.60 $22,256.00 $2.55 $21,828.00 $2.60 $22,256.00 $2.85 $24,396.00 $7.00 $59,920.00147 2531.618 TRUNCATED DOMES SF 620 65.00$ 40,300.00$ $50.00 $31,000.00 $50.00 $31,000.00 $50.00 $31,000.00 $50.00 $31,000.00 $50.00 $31,000.00 $54.35 $33,697.00 $73.00 $45,260.00148 2540.602 MAIL BOX SUPPORT EA 8 200.00$ 1,600.00$ $419.99 $3,359.92 $500.00 $4,000.00 $250.00 $2,000.00 $175.00 $1,400.00 $150.00 $1,200.00 $260.00 $2,080.00 $275.00 $2,200.00149 2550.503 1.5" NON METALLIC CONDUIT LF 9,218 8.00$ 73,744.00$ $5.40 $49,777.20 $2.00 $18,436.00 $5.20 $47,933.60 $5.15 $47,472.70 $5.15 $47,472.70 $8.15 $75,126.70 $8.00 $73,744.00150 2550.503 POWER CABLE 1 CONDUCTOR 12 LF 4,609 0.50$ 2,304.50$ $1.40 $6,452.60 $5.00 $23,045.00 $1.30 $5,991.70 $1.35 $6,222.15 $1.33 $6,129.97 $1.10 $5,069.90 $1.00 $4,609.00151 2550.602 PULL VAULT EA 6 1,500.00$ 9,000.00$ $2,600.00 $15,600.00 $1,000.00 $6,000.00 $2,500.00 $15,000.00 $2,490.00 $14,940.00 $2,487.00 $14,922.00 $4,565.00 $27,390.00 $4,600.00 $27,600.00152 2554.502 GUIDE POST TYPE B EA 19 120.00$ 2,280.00$ $78.75 $1,496.25 $200.00 $3,800.00 $75.00 $1,425.00 $75.00 $1,425.00 $100.00 $1,900.00 $81.50 $1,548.50 $85.00 $1,615.00153 2557.603 INSTALL FENCE LF 88 40.00$ 3,520.00$ $88.20 $7,761.60 $50.00 $4,400.00 $84.00 $7,392.00 $97.30 $8,562.40 $32.50 $2,860.00 $80.00 $7,040.00 $44.00 $3,872.00154 2563.601 TRAFFIC CONTROL SUPERVISOR LS 1 5,000.00$ 5,000.00$ $3,200.00 $3,200.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $10,000.00 $10,000.00 $13,430.00 $13,430.00 $3,300.00 $3,300.00155 2563.601 TRAFFIC CONTROL LS 1 100,000.00$ 100,000.00$ $40,000.00 $40,000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $39,950.00 $39,950.00 $32,500.00 $32,500.00 $33,000.00 $33,000.00156 2564.602 INSTALL SIGN EA 24 350.00$ 8,400.00$ $210.00 $5,040.00 $200.00 $4,800.00 $200.00 $4,800.00 $200.00 $4,800.00 $200.00 $4,800.00 $215.00 $5,160.00 $225.00 $5,400.00157 2564.618 SIGN SF 135 75.00$ 10,125.00$ $52.50 $7,087.50 $50.00 $6,750.00 $50.00 $6,750.00 $50.00 $6,750.00 $50.00 $6,750.00 $54.00 $7,290.00 $55.00 $7,425.00158 2565.616 VIDEO DETECTOR SYSTEM SYS 1 25,000.00$ 25,000.00$ $51,000.00 $51,000.00 $50,000.00 $50,000.00 $49,000.00 $49,000.00 $48,500.00 $48,500.00 $48,500.00 $48,500.00 $6,900.00 $6,900.00 $7,200.00 $7,200.00159 2565.616 REVISE SIGNAL SYSTEM A SYS 1 65,000.00$ 65,000.00$ $125,000.00 $125,000.00 $150,000.00 $150,000.00 $119,000.00 $119,000.00 $122,400.00 $122,400.00 $118,700.00 $118,700.00 $172,000.00 $172,000.00 $178,000.00 $178,000.00160 2571.502 TRANSPLANT TREE (SPADE SIZE 42") EA 7 300.00$ 2,100.00$ $1,050.00 $7,350.00 $1,200.00 $8,400.00 $900.00 $6,300.00 $700.00 $4,900.00 $250.00 $1,750.00 $750.00 $5,250.00 $558.00 $3,906.00161 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 10,000.00$ 10,000.00$ $2,500.00 $2,500.00 $6,000.00 $6,000.00 $12,000.00 $12,000.00 $12,600.00 $12,600.00 $7,000.00 $7,000.00 $30,000.00 $30,000.00 $5,500.00 $5,500.00162 2573.501 EROSION CONTROL SUPERVISOR LS 1 10,000.00$ 10,000.00$ $15,000.00 $15,000.00 $500.00 $500.00 $10,000.00 $10,000.00 $8,740.00 $8,740.00 $5,000.00 $5,000.00 $6,500.00 $6,500.00 $38,500.00 $38,500.00163 2573.502 STORM DRAIN INLET PROTECTION EA 143 200.00$ 28,600.00$ $240.00 $34,320.00 $100.00 $14,300.00 $170.00 $24,310.00 $240.00 $34,320.00 $200.00 $28,600.00 $270.00 $38,610.00 $136.00 $19,448.00164 2573.503 SILT FENCE, TYPE MS LF 3,002 3.00$ 9,006.00$ $3.09 $9,276.18 $2.00 $6,004.00 $1.80 $5,403.60 $1.80 $5,403.60 $2.20 $6,604.40 $1.95 $5,853.90 $2.00 $6,004.00165 2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LF 5,228 3.50$ 18,298.00$ $3.00 $15,684.00 $3.00 $15,684.00 $2.80 $14,638.40 $2.80 $14,638.40 $3.40 $17,775.20 $3.00 $15,684.00 $3.00 $15,684.00166 2574.505 SUBSOILING ACRE 3.7 200.00$ 740.00$ $525.00 $1,942.50 $150.00 $555.00 $500.00 $1,850.00 $1,000.00 $3,700.00 $1,500.00 $5,550.00 $160.00 $592.00 $335.00 $1,239.50167 2574.505 SOIL BED PREPARATION ACRE 11 250.00$ 2,750.00$ $160.00 $1,760.00 $150.00 $1,650.00 $150.00 $1,650.00 $150.00 $1,650.00 $200.00 $2,200.00 $160.00 $1,760.00 $167.00 $1,837.00168 2574.507 LOAM TOPSOIL BORROW CY 2,950 50.00$ 147,500.00$ $30.00 $88,500.00 $0.01 $29.50 $0.01 $29.50 $15.00 $44,250.00 $16.00 $47,200.00 $38.00 $112,100.00 $51.00 $150,450.00169 2574.508 FERTILIZER TYPE 1 LB 1,910 1.50$ 2,865.00$ $0.89 $1,699.90 $1.00 $1,910.00 $0.90 $1,719.00 $0.85 $1,623.50 $1.54 $2,941.40 $0.90 $1,719.00 $1.00 $1,910.00170 2574.508 FERTILIZER TYPE 3 LB 540 1.50$ 810.00$ $0.89 $480.60 $1.00 $540.00 $0.90 $486.00 $0.85 $459.00 $1.65 $891.00 $0.90 $486.00 $1.00 $540.00171 2574.508 FERTILIZER TYPE 4 LB 50 1.50$ 75.00$ $1.57 $78.50 $2.00 $100.00 $1.50 $75.00 $1.50 $75.00 $1.87 $93.50 $1.60 $80.00 $2.00 $100.00172 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 SY 1,310 3.00$ 3,930.00$ $1.99 $2,606.90 $2.00 $2,620.00 $1.90 $2,489.00 $1.90 $2,489.00 $2.00 $2,620.00 $2.00 $2,620.00 $2.00 $2,620.00173 2575.505 SEEDING ACRE 7.3 300.00$ 2,190.00$ $158.00 $1,153.40 $150.00 $1,095.00 $150.00 $1,095.00 $150.00 $1,095.00 $630.00 $4,599.00 $160.00 $1,168.00 $165.00 $1,204.50174 2575.508 HYDRAULIC MULCH MATRIX LB 11,360 1.00$ 11,360.00$ $0.90 $10,224.00 $1.00 $11,360.00 $0.90 $10,224.00 $0.85 $9,656.00 $1.30 $14,768.00 $0.95 $10,792.00 $1.00 $11,360.00175 2575.508 HYDRAULIC STABILIZED FIBER MATRIX LB 4,520 1.50$ 6,780.00$ $0.95 $4,294.00 $1.00 $4,520.00 $0.90 $4,068.00 $0.90 $4,068.00 $1.30 $5,876.00 $1.00 $4,520.00 $1.00 $4,520.00176 2575.608 SEED WET DITCH LB 30 30.00$ 900.00$ $38.00 $1,140.00 $40.00 $1,200.00 $36.00 $1,080.00 $36.20 $1,086.00 $65.50 $1,965.00 $39.00 $1,170.00 $40.00 $1,200.00177 2575.608 SEED SOUTHERN TALLGRASS ROADSIDE LB 60 7.50$ 450.00$ $34.00 $2,040.00 $35.00 $2,100.00 $32.50 $1,950.00 $32.60 $1,956.00 $33.40 $2,004.00 $35.00 $2,100.00 $36.00 $2,160.00178 2575.608 SEED MIXTURE SPECIAL LB 2,180 20.00$ 43,600.00$ $6.20 $13,516.00 $6.00 $13,080.00 $5.90 $12,862.00 $5.85 $12,753.00 $4.52 $9,853.60 $6.35 $13,843.00 $6.50 $14,170.00179 2582.503 6" SOLID MULTI-COMPONENT LF 10,500 6.00$ 63,000.00$ $0.80 $8,400.00 $1.15 $12,075.00 $0.80 $8,400.00 $1.15 $12,075.00 $1.15 $12,075.00 $0.80 $8,400.00 $1.00 $10,500.00180 2582.503 12" SOLID MULTI-COMPONENT LF 60 10.00$ 600.00$ $12.00 $720.00 $10.00 $600.00 $11.50 $690.00 $10.00 $600.00 $10.00 $600.00 $12.50 $750.00 $12.00 $720.00181 2582.503 4" BROKEN LINE MULTI-COMPONENT LF 1,820 3.50$ 6,370.00$ $0.60 $1,092.00 $1.00 $1,820.00 $0.60 $1,092.00 $0.80 $1,456.00 $0.80 $1,456.00 $0.60 $1,092.00 $1.00 $1,820.00182 2582.518 PAVT MSSG MULTI COMP GR IN SF 433 15.00$ 6,495.00$ $11.60 $5,022.80 $12.00 $5,196.00 $11.00 $4,763.00 $12.00 $5,196.00 $12.00 $5,196.00 $11.95 $5,174.35 $12.00 $5,196.00183 2582.518 CROSSWALK PREF THERMO GR IN ESR SF 1,375 40.00$ 55,000.00$ $11.40 $15,675.00 $15.00 $20,625.00 $11.00 $15,125.00 $15.00 $20,625.00 $15.00 $20,625.00 $11.75 $16,156.25 $12.00 $16,500.00184 2501.502 36" RC PIPE APRON EACH 1 3,000.00$ 3,000.00$ $2,025.00 $2,025.00 $4,750.00 $4,750.00 $3,000.00 $3,000.00 $1,930.00 $1,930.00 $2,700.00 $2,700.00 $3,055.00 $3,055.00 $3,000.00 $3,000.00Page 27 of 212 185 2501.502 65" SPAN RC PIPE-ARCH APRON EA 1 3,500.00$ 3,500.00$ $3,500.00 $3,500.00 $10,550.00 $10,550.00 $5,500.00 $5,500.00 $3,990.00 $3,990.00 $6,622.00 $6,622.00 $5,470.00 $5,470.00 $4,500.00 $4,500.00186 2501.602 TRASH GUARD FOR 36" PIPE APRON EA 1 3,250.00$ 3,250.00$ $1,725.00 $1,725.00 $0.01 $0.01 $2,600.00 $2,600.00 $2,340.00 $2,340.00 $2,408.00 $2,408.00 $2,260.00 $2,260.00 $2,500.00 $2,500.00187 2501.602 TRASH GUARD FOR 65" SPAN PIPE APRON EA 1 10,000.00$ 10,000.00$ $5,600.00 $5,600.00 $0.01 $0.01 $4,800.00 $4,800.00 $4,330.00 $4,330.00 $4,322.00 $4,322.00 $4,220.00 $4,220.00 $4,500.00 $4,500.00188 2503.503 58" SPAN RC PIPE-ARCH SEWER CL IIIA LF 175 350.00$ 61,250.00$ $275.00 $48,125.00 $305.00 $53,375.00 $340.00 $59,500.00 $305.00 $53,375.00 $395.00 $69,125.00 $345.00 $60,375.00 $270.00 $47,250.00189 2506.503 CONST DRAINAGE STRUCTURE DESIGN SD-96 L F 6 4,000.00$ 24,000.00$ $1,750.00 $10,500.00 $1,875.00 $11,250.00 $2,500.00 $15,000.00 $2,250.00 $13,500.00 $2,290.00 $13,740.00 $1,750.00 $10,500.00 $3,000.00 $18,000.0011,381,037.50$ $8,257,500.92 $8,909,951.73 $8,953,464.60 $8,977,087.36 $9,317,146.93 $9,467,114.55 $9,741,822.85Page 28 of 212 4300 220th Street West Farmington, MN 55024 651-463-6212 • 1-800-874-3409 Fax: 651-463-6256 www.dakotaelectric.com A Locally Owned, Nonprofit Electric Utility ________________________________________________________________________________________________________________ _________ An Equal Opportunity Employer of Minorities/Females/Veterans/Disabilities November 13, 2024 Zachary Johnson City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Re: 185th Street Improvements - Streetlight System Zachary, As you requested, Dakota Electric Association has put together the estimated costs to install a streetlight system in conjunction with the 185th Street Improvements project. Dakota Electric Association estimates the cost to install the requested streetlight system at $182,764.61 and is subject to change pending construction requirements. Below is included in the estimate: 9- 35’ Fiberglass poles with Cobra LED fixtures 32- 18’ Fiberglass posts with decorative LED fixtures 4- Padmount transformers 5- Above ground pedestals Wire, Trench, Bore, and Labor Please feel free to contact me with any questions or concerns. Sincerely, Matt Zeidler Project Manager Dakota Electric Association 4300 220th St. West Farmington MN 55024 (651)463-6373 mzeidler@dakotaelectric.com Page 29 of 212 CITY OF LAKEVILLE RESOLUTION NO. 25- Resolution Authorizing Funding and 2025 Budget Amendments and Transfers for 185th Street Expansion Between Kenwood Trail and Ipava Avenue City Project 25-04 WHEREAS, the expansion of 185th Street (County State Aid Highway 60) between Kenwood Trail (County State Aid Highway 50) and Ipava Avenue, City Project 25-04, is programmed in the adopted Lakeville 5-year Capital Improvement Plan and the construction contract is being awarded on March 3, 2025. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lakeville, Minnesota: The estimated project cost is $12,194,329 and anticipated funding sources are listed below. City staff is hereby authorized to amend the 2025 budgets (if needed as the project is completed) and make the appropriate transfers between funds with respect to the project funding sources up to 10% above the estimated costs. Funding transfer may include loans between funds to cover engineering and other project costs incurred in advance of receiving other funding. The project will be accounted for in the Municipal State Aid Fund (F5221), with transfers as needed between the funds listed below. *Grant is related to new trail construction, so these costs and grant revenues are budgeted in the Park Dedication Fund. Funding Sources A mount G rants*615,053$ D akota C ounty 6,128,870$ M SA (A dvance Funding by D akota C o.)3,250,388$ Stormwater Infrastructure 1,405,417$ W ater Trunk 370,731$ Sanitary Sewer T runk 46,056$ W ater O perating 166,590$ Sanitary Sewer O perating 7,387$ Park D edication 58,786$ Escrow 126,996$ Streetlight O perating 18,054$ Total Funding Sources 12,194,329$ Project C osts by Funding Source Page 30 of 212 ADOPTED by the Lakeville City Council this 3rd day of March 2025. ______________________________ Luke M. Hellier, Mayor _________________________________ Ann Orlofsky, City Clerk Page 31 of 212 Project Financing Funding for the project was programmed in the adopted Lakeville 5-year Capital Improvement Plan (2025-2029). The following is a breakdown of the anticipated costs. •Project Costs: Total •Project Costs: Financing Funding Sources A mount C onstruction contract (M cN amara)8,257,501$ Engineering 1,287,871$ RO W -acquisition/professional fees 1,392,718$ D akota Electric 182,765$ C ontingency 825,750$ O ther 247,725$ Total E stimated C osts 12,194,329$ Project C osts Total Funding Sources A mount G rants*615,053$ D akota C ounty 6,128,870$ M SA (A dvance Funding by D akota C o.)3,250,388$ Stormwater Infrastructure 1,405,417$ W ater Trunk 370,731$ Sanitary Sewer T runk 46,056$ W ater O perating 166,590$ Sanitary Sewer O perating 7,387$ Park D edication 58,786$ Escrow 126,996$ Streetlight O perating 18,054$ Total Funding Sources 12,194,329$ Project C osts by Funding Source Page 32 of 212 Date: 3/3/2025 Acceptance of Donation from Beverly Leaf to the Fire Department Proposed Action Staff recommends adoption of the following motion: Move to approve resolution to accept a $50.00 donation from Beverly Leaf to the Lakeville Fire Department. Overview Lakeville Fire Department was presented a donation of $50.00 from Beverly Leaf in memory of retired firefighter Randy Bachman. The donation will be used to support our mental health program for firefighters. Supporting Information None Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: A Sense of Community and Belonging Report Completed by: Michael Meyer, Fire Chief Page 33 of 212 CITY OF LAKEVILLE RESOLUTION NO._________ ACCEPTANCE OF DONATION FROM BEVERLY LEAF TO THE FIRE DEPARTMENT WHEREAS, MN Statute 465.03 requires that cities accept donations for the benefit of its citizens in accordance with the terms prescribed by the donor; and WHEREAS, the City of Lakeville’s Fire Department has received a donation from Beverly Leaf in the amount of $50.00; and WHEREAS, the donation is beneficial to the fire department. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lakeville, Minnesota that the donation is hereby officially accepted and acknowledged with gratitude to the donor; and BE IT FURTHER RESOLVED that City staff is authorized to amend the budget to comply with grant agreements and restricted donations. CITY OF LAKEVILLE: _________________________ Luke M Hellier, Mayor ATTEST: _________________________ Ann Orlofsky, City Clerk Page 34 of 212 Date: 3/3/2025 Acceptance of Donation from Gary and Lynn Tollberg to the Fire Department Proposed Action Staff recommends adoption of the following motion: Move to approve resolution to accept a $25.00 donation from Gary and Lynn Toolberg to the Lakeville Fire Department. Overview Lakeville Fire Department was presented a donation of $25.00 from Gary and Lynn Tollberg in memory of retired firefighter Randy Bachman. The donation will be used to support our mental health program for firefighters. Supporting Information None Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: A Sense of Community and Belonging Report Completed by: Michael Meyer, Fire Chief Page 35 of 212 CITY OF LAKEVILLE RESOLUTION NO._________ ACCEPTANCE OF DONATION FROM GARY AND LYNN TOLLBERG TO THE FIRE DEPARTMENT WHEREAS, MN Statute 465.03 requires that cities accept donations for the benefit of its citizens in accordance with the terms prescribed by the donor; and WHEREAS, the City of Lakeville’s Fire Department has received a donation from Gary and Lynn Tollberg in the amount of $25.00; and WHEREAS, the donation is beneficial to the fire department. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lakeville, Minnesota that the donation is hereby officially accepted and acknowledged with gratitude to the donor; and BE IT FURTHER RESOLVED that City staff is authorized to amend the budget to comply with grant agreements and restricted donations. CITY OF LAKEVILLE: _________________________ Luke M Hellier, Mayor ATTEST: _________________________ Ann Orlofsky, City Clerk Page 36 of 212 Date: 3/3/2025 ESRI Contract Renewal Proposed Action Staff recommends adoption of the following motion: move to renew a three-year contract with ESRI for an Enterprice License Agreement for GIS Software and Support. Overview Geographical Information Software (GIS) is utilized by many departments within the City of Lakeville for the tracking of properties, streets, sewer mains, water mains, and numerous other geographically specific assets. The GIS system is utilized by numerous departments in the City and is an essential part of their daily operation. The software also plays a key role in other software systems the City has invested in, such as the Cartegraph Operations Management System. The ESRI GIS system is in line with the City's GIS Departments strategic plan and its many components will continue to be used to enhance GIS use across the organization. Supporting Information 1. Q-523536_rev. Financial Impact: $66,200 per year for three years Budgeted: Yes Source: General Fund & Water / Sewer Funds Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Trevor Stewart, IT Manager Page 37 of 212 380 New York Street 909.793.2853 esri.com Redlands, California 92373-8100 USA info@esri.com December 20, 2024 Trevor Stewart City of Lakeville 20195 Holyoke Ave W Lakeville, MN 55044 Dear Trevor, The Esri Small Municipal and County Government Enterprise Agreement (SGEA) is a three‐year agreement that will grant your organization access to Esri term license software. The EA will be effective on the date executed and will require a firm, three‐year commitment. Based on Esri's work with several organizations similar to yours, we know there is significant potential to apply Geographic Information System (GIS) technology in many operational and technical areas within your organization. For this reason, we believe that your organization will greatly benefit from an Enterprise Agreement (EA). An EA will provide your organization with numerous benefits including: ▪ A lower cost per unit for licensed software ▪ Substantially reduced administrative and procurement expenses ▪ Complete flexibility to deploy software products when and where needed The following business terms and conditions will apply: ▪ All current departments, employees, and in-house contractors of the organization will be eligible to use the software and services included in the EA. ▪ If your organization wishes to acquire and/or maintain any Esri software during the term of the agreement that is not included in the EA, it may do so separately at the Esri pricing that is generally available for your organization for software and maintenance. ▪ The organization will establish a single point of contact for orders and deliveries and will be responsible for redistribution to eligible users. ▪ The organization will establish a Tier 1 support center to field calls from internal users of Esri software. The organization may designate individuals as specified in the EA who may directly contact Esri for Tier 2 technical support. ▪ The organization will provide an annual report of installed Esri software to Esri. ▪ Esri software and updates that the organization is licensed to use will be automatically available for downloading. ▪ The fee and benefits offered in this EA proposal are contingent upon your acceptance of Esri’s Small Municipal and County Government EA terms and conditions. Page 38 of 212 Small Government Enterprise Agreement ▪ Licenses are valid for the term of the EA. This program offer is valid for 90 days. To complete the agreement within this time frame, please contact me within the next seven days to work through any questions or concerns you may have. To expedite your acceptance of this EA offer: 1. Sign and return the EA contract with a Purchase Order or issue a Purchase Order that references this EA Quotation and includes the following statement on the face of the Purchase Order: "THIS PURCHASE ORDER IS GOVERNED BY THE TERMS AND CONDITIONS OF THE ESRI SMALL MUNICIPAL AND COUNTY GOVERNMENT EA, AND ADDITIONAL TERMS AND CONDITIONS IN THIS PURCHASE ORDER WILL NOT APPLY." Have it signed by an authorized representative of the organization. 2. On the first page of the EA, identify the central point of contact/agreement administrator. The agreement administrator is the party that will be the contact for management of the software, administration issues, and general operations. Information should include name, title (if applicable), address, phone number, and e-mail address. 3. In the purchase order, identify the "Ship to" and "Bill to" information for your organization. 4. Send the purchase order and agreement to the address, email or fax noted below: Esri Attn: Customer Service SG-EA 380 New York Street Redlands, CA 92373-8100 e-mail: service@esri.com fax documents to: 909-307-3083 I appreciate the opportunity to present you with this proposal, and I believe it will bring great benefits to your organization. Thank you very much for your consideration. Best Regards, Joe Araiza Page 39 of 212 Quotation # Q-523536 Date: December 20, 2024 Environmental Systems Research Institute, Inc. 380 New York St Redlands, CA 92373-8100 Phone: (909) 793-2853 DUNS Number: 06-313-4175 CAGE Code: 0AMS3 Customer # 14573 Contract # City of Lakeville Information Systems Dept 20195 Holyoke Ave W Lakeville, MN 55044 To expedite your order, please attach a copy of ATTENTION:Trevor Stewart this quotation to your purchase order. PHONE:9529852642 Quote is valid from: 12/20/2024 To: 3/20/2025 EMAIL:tastewart@lakevillemn.gov Material Qty Term Unit Price Total 168179 1 Year 1 $60,300.00 $60,300.00 Populations of 50,001 to 100,000 Small Government Enterprise Agreement Annual Subscription 168179 1 Year 2 $60,300.00 $60,300.00 Populations of 50,001 to 100,000 Small Government Enterprise Agreement Annual Subscription 168179 1 Year 3 $60,300.00 $60,300.00 Populations of 50,001 to 100,000 Small Government Enterprise Agreement Annual Subscription 168441 1 Year 1 $5,900.00 $5,900.00 ArcGIS GeoEvent Server Populations of 50,001 to 100,000 Small Government Enterprise Agreement Annual Subscription 168441 1 Year 2 $5,900.00 $5,900.00 ArcGIS GeoEvent Server Populations of 50,001 to 100,000 Small Government Enterprise Agreement Annual Subscription 168441 1 Year 3 $5,900.00 $5,900.00 ArcGIS GeoEvent Server Populations of 50,001 to 100,000 Small Government Enterprise Agreement Annual Subscription Esri may charge a fee to cover expenses related to any customer requirement to use a proprietary vendor management, procurement, or invoice program. For questions contact: Joe Araiza Email: jaraiza@esri.com Phone: 312-609-0966 x5383 The items on this quotation are subject to and governed by the terms of this quotation, the most current product specific scope of use document found at https://assets.esri.com/content/dam/esrisites/media/legal/product-specific-terms-of-use/e300.pdf, and your applicable signed agreement with Esri. If no such agreement covers any item quoted, then Esri’s standard terms and conditions found at https://go.esri.com/MAPS apply to your purchase of that item. If any item is quoted with a multi-year payment schedule, then unless otherwise stated in this quotation, Customer is required to make all payments without right of cancellation. Third-party data sets included in a quotation as separately licensed items will only be provided and invoiced if Esri is able to provide such data and will be subject to the applicable third-party's terms and conditions. If Esri is unable to provide any such data set, Customer will not be responsible for any further payments for the data set. US Federal government entities and US government prime contractors authorized under FAR 51.1 may purchase under the terms of Esri’s GSA Federal Supply Schedule. Supplemental terms and conditions found at https://www.esri.com/en-us/legal/terms/state-supplemental apply to some US state and local government purchases. All terms of this quotation will be incorporated into and become part of any additional agreement regarding Esri’s offerings. Acceptance of this quotation is limited to the terms of this quotation. Esri objects to and expressly rejects any different or additional terms contained in any purchase order, offer, or confirmation sent to or to be sent by buyer. Unless prohibited by law, the quotation information is confidential and may not be copied or released other than for the express purpose of system selection and purchase/license. The information may not be given to outside parties or used for any other purpose without consent from Esri. Delivery is FOB Origin for customers located in the USA. ARAIZAJ This offer is limited to the terms and conditions incorporated and attached herein. Page 40 of 212 Quotation # Q-523536 Date: December 20, 2024 Environmental Systems Research Institute, Inc. 380 New York St Redlands, CA 92373-8100 Phone: (909) 793-2853 DUNS Number: 06-313-4175 CAGE Code: 0AMS3 Customer # 14573 Contract # City of Lakeville Information Systems Dept 20195 Holyoke Ave W Lakeville, MN 55044 To expedite your order, please attach a copy of ATTENTION:Trevor Stewart this quotation to your purchase order. PHONE:9529852642 Quote is valid from: 12/20/2024 To: 3/20/2025 EMAIL:tastewart@lakevillemn.gov Subtotal:$198,600.00 Sales Tax:$0.00 Estimated Shipping and Handling (2 Day Delivery):$0.00 Contract Price Adjust:$0.00 Total:$198,600.00 Esri may charge a fee to cover expenses related to any customer requirement to use a proprietary vendor management, procurement, or invoice program. For questions contact: Joe Araiza Email: jaraiza@esri.com Phone: 312-609-0966 x5383 The items on this quotation are subject to and governed by the terms of this quotation, the most current product specific scope of use document found at https://assets.esri.com/content/dam/esrisites/media/legal/product-specific-terms-of-use/e300.pdf, and your applicable signed agreement with Esri. If no such agreement covers any item quoted, then Esri’s standard terms and conditions found at https://go.esri.com/MAPS apply to your purchase of that item. If any item is quoted with a multi-year payment schedule, then unless otherwise stated in this quotation, Customer is required to make all payments without right of cancellation. Third-party data sets included in a quotation as separately licensed items will only be provided and invoiced if Esri is able to provide such data and will be subject to the applicable third-party's terms and conditions. If Esri is unable to provide any such data set, Customer will not be responsible for any further payments for the data set. US Federal government entities and US government prime contractors authorized under FAR 51.1 may purchase under the terms of Esri’s GSA Federal Supply Schedule. Supplemental terms and conditions found at https://www.esri.com/en-us/legal/terms/state-supplemental apply to some US state and local government purchases. All terms of this quotation will be incorporated into and become part of any additional agreement regarding Esri’s offerings. Acceptance of this quotation is limited to the terms of this quotation. Esri objects to and expressly rejects any different or additional terms contained in any purchase order, offer, or confirmation sent to or to be sent by buyer. Unless prohibited by law, the quotation information is confidential and may not be copied or released other than for the express purpose of system selection and purchase/license. The information may not be given to outside parties or used for any other purpose without consent from Esri. Delivery is FOB Origin for customers located in the USA. ARAIZAJ This offer is limited to the terms and conditions incorporated and attached herein. Page 41 of 212 Esri Use Only: Cust. Name Cust. # PO # Esri Agreement # Page 1 of 6 November 1, 2024 SMALL ENTERPRISE AGREEMENT COUNTY AND MUNICIPALITY GOVERNMENT (E214-3) This Agreement is by and between the organization identified in the Quotation ("Customer") and Environmental Systems Research Institute, Inc. ("Esri"). This Agreement sets forth the terms for Customer's use of Products and incorporates by reference (i) the Quotation and (ii) the Master Agreement. Should there be any conflict between the terms and conditions of the documents that comprise this Agreement, the order of precedence for the documents shall be as follows: (i) the Quotation, (ii) this Agreement, and (iii) the Master Agreement. This Agreement shall be governed by and construed in accordance with the laws of the state in which Customer is located without reference to conflict of laws principles, and the United States of America federal law shall govern in matters of intellectual property. The modifications and additional rights granted in this Agreement apply only to the Products listed in Table A. Table A List of Products Uncapped Quantities Desktop Software and Extensions (Single Use) ArcGIS Desktop Advanced ArcGIS Desktop Standard ArcGIS Desktop Basic ArcGIS Desktop Extensions: ArcGIS 3D Analyst, ArcGIS Spatial Analyst, ArcGIS Geostatistical Analyst, ArcGIS Publisher, ArcGIS Network Analyst, ArcGIS Schematics, ArcGIS Workflow Manager, ArcGIS Data Reviewer Enterprise Software and Extensions ArcGIS Enterprise (Advanced and Standard) ArcGIS Monitor ArcGIS Enterprise Extensions: ArcGIS 3D Analyst, ArcGIS Spatial Analyst, ArcGIS Geostatistical Analyst, ArcGIS Network Analyst, ArcGIS Schematics, ArcGIS Workflow Manager, ArcGIS Data Reviewer Enterprise Additional Capability Servers ArcGIS Image Server Developer Tools ArcGIS Runtime Standard ArcGIS Runtime Analysis Extension Limited Quantities Two (2) ArcGIS CityEngine Single Use Licenses 250 ArcGIS Online Viewers 250 ArcGIS Online Creators 37,500 ArcGIS Online Service Credits 250 ArcGIS Enterprise Creators 5 ArcGIS Insights in ArcGIS Enterprise 5 ArcGIS Insights in ArcGIS Online 50 ArcGIS Location Sharing User Type Extension (Enterprise) 50 ArcGIS Location Sharing User Type Extension (Online) 12 ArcGIS Advanced Editing User Type Extension (Enterprise) OTHER BENEFITS Number of Esri User Conference registrations provided annually 4 Number of Tier 1 Help Desk individuals authorized to call Esri 4 Maximum number of sets of backup media, if requested* 2 Five percent (5%) discount on all individual commercially available instructor-led training classes at Esri facilities purchased outside this Agreement *Additional sets of backup media may be purchased for a fee Page 42 of 212 Page 2 of 6 November 1, 2024 Customer may accept this Agreement by signing and returning the whole Agreement with (i) the Quotation attached, (ii) a purchase order, or (iii) another document that matches the Quotation and references this Agreement ("Ordering Document"). ADDITIONAL OR CONFLICTING TERMS IN CUSTOMER'S PURCHASE ORDER OR OTHER DOCUMENT WILL NOT APPLY, AND THE TERMS OF THIS AGREEMENT WILL GOVERN. This Agreement is effective as of the date of Esri's receipt of an Ordering Document, unless otherwise agreed to by the parties ("Effective Date"). Term of Agreement: Three (3) years This Agreement supersedes any previous agreements, proposals, presentations, understandings, and arrangements between the parties relating to the licensing of the Products. Except as provided in Article 4— Product Updates, no modifications can be made to this Agreement. Accepted and Agreed: (Customer) By: Authorized Signature Printed Name: Title: Date: CUSTOMER CONTACT INFORMATION Contact: Telephone: Address: Fax: City, State, Postal Code: E-mail: Country: Quotation Number (if applicable): By: ________________________________________ Authorized Signature Printed Name: _______________________________ Title: _______________________________________ Date: _______________________________________ Page 43 of 212 Page 3 of 6 November 1, 2024 1.0—ADDITIONAL DEFINITIONS In addition to the definitions provided in the Master Agreement, the following definitions apply to this Agreement: "Case" means a failure of the Software or Online Services to operate according to the Documentation where such failure substantially impacts operational or functional performance. "Deploy", "Deployed" and "Deployment" mean to redistribute and install the Products and related Authorization Codes within Customer's organization(s). "Fee" means the fee set forth in the Quotation. "Maintenance" means Tier 2 Support, Product updates, and Product patches provided to Customer during the Term of Agreement. "Master Agreement" means the applicable master agreement for Esri Products incorporated by this reference that is (i) found at https://www.esri.com/en- us/legal/terms/full-master-agreement and available in the installation process requiring acceptance by electronic acknowledgment or (ii) a signed Esri master agreement or license agreement that supersedes such electronically acknowledged master agreement. "Product(s)" means the products identified in Table A—List of Products and any updates to the list Esri provides in writing. "Quotation" means the offer letter and quotation provided separately to Customer. "Technical Support" means the technical assistance for attempting resolution of a reported Case through error correction, patches, hot fixes, workarounds, replacement deliveries, or any other type of Product corrections or modifications. "Tier 1 Help Desk" means Customer's point of contact(s) to provide all Tier 1 Support within Customer's organization(s). "Tier 1 Support" means the Technical Support provided by the Tier 1 Help Desk. "Tier 2 Support" means the Esri Technical Support provided to the Tier 1 Help Desk when a Case cannot be resolved through Tier 1 Support. 2.0—ADDITIONAL GRANT OF LICENSE 2.1 Grant of License. Subject to the terms and conditions of this Agreement, Esri grants to Customer a personal, nonexclusive, nontransferable license solely to use, copy, and Deploy quantities of the Products listed in Table A—List of Products for the Term of Agreement (i) for the applicable Fee and (ii) in accordance with the Master Agreement. 2.2 Consultant Access. Esri grants Customer the right to permit Customer's consultants or contractors to use the Products exclusively for Customer's benefit. Customer will be solely responsible for compliance by consultants and contractors with this Agreement and will ensure that the consultant or contractor discontinues use of Products upon completion of work for Customer. Access to or use of Products by consultants or contractors not exclusively for Customer's benefit is prohibited. Customer may not permit its consultants or contractors to install Software or Data on consultant, contractor, or third-party computers or remove Software or Data from Customer locations, except for the purpose of hosting the Software or Data on Contractor servers for the benefit of Customer. 3.0—TERM, TERMINATION, AND EXPIRATION 3.1 Term. This Agreement and all licenses hereunder will commence on the Effective Date and continue for the duration identified in the Term of Agreement, unless this Agreement is terminated earlier as provided herein. Customer is only authorized to use Products during the Term of Agreement. For an Agreement with a limited term, Esri does not grant Customer an indefinite or a perpetual license to Products. 3.2 No Use upon Agreement Expiration or Termination. All Product licenses, all Maintenance, and Esri User Conference registrations terminate upon expiration or termination of this Agreement. 3.3 Termination for a Material Breach. Either party may terminate this Agreement for a material breach by the other party. The breaching party will have thirty (30) days from the date of written notice to cure any material breach. 3.4 Termination for Lack of Funds. For an Agreement with government or government- Page 44 of 212 Page 4 of 6 November 1, 2024 owned entities, either party may terminate this Agreement before any subsequent year if Customer is unable to secure funding through the legislative or governing body's approval process. 3.5 Follow-on Term. If the parties enter into another agreement substantially similar to this Agreement for an additional term, the effective date of the follow-on agreement will be the day after the expiration date of this Agreement. 4.0—PRODUCT UPDATES 4.1 Future Updates. Esri reserves the right to update the list of Products in Table A—List of Products by providing written notice to Customer. Customer may continue to use all Products that have been Deployed, but support and upgrades for deleted items may not be available. As new Products are incorporated into the standard program, they will be offered to Customer via written notice for incorporation into the Products schedule at no additional charge. Customer's use of new or updated Products requires Customer to adhere to applicable additional or revised terms and conditions in the Master Agreement. 4.2 Product Life Cycle. During the Term of Agreement, some Products may be retired or may no longer be available to Deploy in the identified quantities. Maintenance will be subject to the individual Product Life Cycle Support Status and Product Life Cycle Support Policy, which can be found at https://support.esri.com/en/other- resources/product-life-cycle. Updates for Products in the mature and retired phases may not be available. Customer may continue to use Products already Deployed, but Customer will not be able to Deploy retired Products. 5.0—MAINTENANCE The Fee includes standard maintenance benefits during the Term of Agreement as specified in the most current applicable Esri Maintenance and Support Program document (found at https://www.esri.com/en- us/legal/terms/maintenance). At Esri's sole discretion, Esri may make patches, hot fixes, or updates available for download. No Software other than the defined Products will receive Maintenance. Customer may acquire maintenance for other Software outside this Agreement. a.Tier 1 Support 1.Customer will provide Tier 1 Support through the Tier 1 Help Desk to all Customer's authorized users. 2.The Tier 1 Help Desk will be fully trained in the Products. 3.At a minimum, Tier 1 Support will include those activities that assist the user in resolving how-to and operational questions as well as questions on installation and troubleshooting procedures. 4.The Tier 1 Help Desk will be the initial point of contact for all questions and reporting of a Case. The Tier 1 Help Desk will obtain a full description of each reported Case and the system configuration from the user. This may include obtaining any customizations, code samples, or data involved in the Case. 5.If the Tier 1 Help Desk cannot resolve the Case, an authorized Tier 1 Help Desk individual may contact Tier 2 Support. The Tier 1 Help Desk will provide support in such a way as to minimize repeat calls and make solutions to problems available to Customer’s organization. 6.Tier 1 Help Desk individuals are the only individuals authorized to contact Tier 2 Support. Customer may change the Tier 1 Help Desk individuals by written notice to Esri. b.Tier 2 Support 1.Tier 2 Support will log the calls received from Tier 1 Help Desk. 2.Tier 2 Support will review all information collected by and received from the Tier 1 Help Desk including preliminary documented troubleshooting provided by the Tier 1 Help Desk when Tier 2 Support is required. 3.Tier 2 Support may request that Tier 1 Help Desk individuals provide verification of information, additional information, or answers to additional questions to Page 45 of 212 Page 5 of 6 November 1, 2024 supplement any preliminary information gathering or troubleshooting performed by Tier 1 Help Desk. 4.Tier 2 Support will attempt to resolve the Case submitted by Tier 1 Help Desk. 5.When the Case is resolved, Tier 2 Support will communicate the information to Tier 1 Help Desk, and Tier 1 Help Desk will disseminate the resolution to the user(s). 6.0—ENDORSEMENT AND PUBLICITY This Agreement will not be construed or interpreted as an exclusive dealings agreement or Customer's endorsement of Products. Either party may publicize the existence of this Agreement. 7.0—ADMINISTRATIVE REQUIREMENTS 7.1 OEM Licenses. Under Esri's OEM or Solution OEM programs, OEM partners are authorized to embed or bundle portions of Esri products and services with their application or service. OEM partners' business model, licensing terms and conditions, and pricing are independent of this Agreement. Customer will not seek any discount from the OEM partner or Esri based on the availability of Products under this Agreement. Customer will not decouple Esri products or services from the OEM partners' application or service. 7.2 Annual Report of Deployments. At each anniversary date and ninety (90) calendar days prior to the expiration of this Agreement, Customer will provide Esri with a written report detailing all Deployments. Upon request, Customer will provide records sufficient to verify the accuracy of the annual report. 8.0—ORDERING, ADMINISTRATIVE PROCEDURES, DELIVERY, AND DEPLOYMENT 8.1 Orders, Delivery, and Deployment a.Upon the Effective Date, Esri will invoice Customer and provide Authorization Codes to activate the nondestructive copy protection program that enables Customer to download, operate, or allow access to the Products. If this is a multi-year Agreement, Esri may invoice the Fee up to thirty (30) calendar days before the annual anniversary date for each year. b.Undisputed invoices will be due and payable within thirty (30) calendar days from the date of invoice. Esri reserves the right to suspend Customer's access to and use of Products if Customer fails to pay any undisputed amount owed on or before its due date. Esri may charge Customer interest at a monthly rate equal to the lesser of one percent (1.0%) per month or the maximum rate permitted by applicable law on any overdue fees plus all expenses of collection for any overdue balance that remains unpaid ten (10) days after Esri has notified Customer of the past-due balance. c.Esri's federal ID number is 95-2775-732. d.If requested, Esri will ship backup media to the ship-to address identified on the Ordering Document, FOB Destination, with shipping charges prepaid. Customer acknowledges that should sales or use taxes become due as a result of any shipments of tangible media, Esri has a right to invoice and Customer will pay any such sales or use tax associated with the receipt of tangible media. 8.2 Order Requirements. Esri does not require Customer to issue a purchase order. Customer may submit a purchase order in accordance with its own process requirements, provided that if Customer issues a purchase order, Customer will submit its initial purchase order on the Effective Date. If this is a multi-year Agreement, Customer will submit subsequent purchase orders to Esri at least thirty (30) calendar days before the annual anniversary date for each year. a.All orders pertaining to this Agreement will be processed through Customer's centralized point of contact. b.The following information will be included in each Ordering Document: (1)Customer name; Esri customer number, if known; and bill-to and ship-to addresses (2)Order number (3)Applicable annual payment due Page 46 of 212 Page 6 of 6 November 1, 2024 9.0—MERGERS, ACQUISITIONS, OR DIVESTITURES If Customer is a commercial entity, Customer will notify Esri in writing in the event of (i) a consolidation, merger, or reorganization of Customer with or into another corporation or entity; (ii)Customer's acquisition of another entity; or (iii) a transfer or sale of all or part of Customer's organization (subsections i, ii, and iii, collectively referred to as "Ownership Change"). There will be no decrease in Fee as a result of any Ownership Change. 9.1 If an Ownership Change increases the cumulative program count beyond the maximum level for this Agreement, Esri reserves the right to increase the Fee or terminate this Agreement and the parties will negotiate a new agreement. 9.2 If an Ownership Change results in transfer or sale of a portion of Customer's organization, that portion of Customer's organization will transfer the Products to Customer or uninstall, remove, and destroy all copies of the Products. 9.3 This Agreement may not be assigned to a successor entity as a result of an Ownership Change unless approved by Esri in writing in advance. If the assignment to the new entity is not approved, Customer will require any successor entity to uninstall, remove, and destroy the Products. This Agreement will terminate upon such Ownership Change. Page 47 of 212 Date: 3/3/2025 Keokuk Property Release of Declaration of Restrictive Covenants Proposed Action Staff recommends adoption of the following motion: Move to approve the release of the Declaration of Restrictive Covenants Overview The city entered into a purchase agreement with MOB Investors, LLC in January 2025 for the purchase of the 1.83 acres of city-owned property, north of the Keokuk Liquor Store. As part of the purchaser’s due diligence, title work was completed on the property, and it was found that a covenant and restriction that was recorded on the property in 1998 required water and sewer to be stubbed to the property. Water and sewer were stubbed to the property as part of the Keokuk Liquor Store construction in 2021. This has been indicated to the purchaser, and they are in agreement that this meets the intent of the covenant and restrictions and that this section of the covenants and restrictions can be released. Supporting Information 1. DOCS-#234921-v2- RELEASE_OF_DECLARATION_OF_RESTRICTIVE_COVENANT Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Allyn Kuennen, Assistant City Administrator Page 48 of 212 1 234921v2 (Reserved for Recording Data) ________________________________________________________________________ RELEASE OF DECLARATION OF RESTRICTIVE COVENANTS THIS RELEASE OF DECLARATION (“Release”), dated the ______ day of ________________, 2025, is executed by and consented to by the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”). RECITALS: WHEREAS, on July 15, 1998, Lakeville Land, Ltd, City’s predecessor in interest, executed a Declaration of Restrictive Covenants (the “Declaration”) which was recorded in the Office of the County Recorder, Dakota County, Minnesota, on October 26, 1998, as Document No. 1545034 over property legally described as: LEGAL DESCRIPTION OF THE NORTH PARCEL: That part of Lot 3, Block 1, LAKEVILLE COMMERCE CENTER, Dakota County, Minnesota, according to the recorded plat thereof lying northerly of the following described line: Commencing at the northwest corner of said Lot 3; thence South 00 degrees 08 minutes 57 seconds West, assumed bearing, along the west line of said Lot 3 a distance of 103.84 feet; thence southerly on said west line along a tangential curve concave to the west having a radius of 420.47 feet, a central angle of 06 degrees 36 minutes 58 seconds, a distance of 48.55 feet to the point of beginning of the line to be described: thence South 84 degrees 57 minutes 20 seconds Bast, a distance ·of 381.97 feet to a point on the easterly line of said lot 3 distance 196. 76 feet southerly from the northeast corner of said Lot 3 and said line there terminating. LEGAL DESCRIPTION OF THE REMAINDER PARCEL: Page 49 of 212 2 234921v2 That part of Lot 3, Block 1, LAKEVILLE COMMERCE CENTER, Dakota County, Minnesota, according to the recorded plat thereof, lying southerly of the following described line: Commencing at the northwest corner of said Lot 3; thence South 00 degrees 08 minutes 57 seconds West, assumed bearing, along the west line of said Lot 3 a distance of 103.84 feet; thence southerly on said west line along a tangential curve concave to the west having a radius of 420.47 feet, a central angle of 06 degrees 36 minutes 58 seconds, a distance of 48.55 feet to the point of beginning of the line to be described: thence South 84 degrees 57 minutes 20 seconds East, a distance of 381.97 feet to a point on the easterly line of said lot 3 distance 196. 76 feet southerly from the northeast corner of said Lot 3 and said line there terminating. (hereinafter referred to as the "Subject Property); WHEREAS, Paragraph 3A of the Declaration provides that the Declaration will terminate upon sewer and water service being provided to Remainder Parcel as further defined in the Declarations; WHEREAS, sewer and water service has been provided to the Remainder Parcel; WHEREAS, the City has determined that terms of the Declaration have been met, and the City believes that the Declaration no longer serves a useful purpose and is terminated pursuant to its terms. NOW, THEREFORE, BE IT KNOWN AS FOLLOWS: 1. Recitals set forth above shall be incorporated herein for all purposes; 2. That the Declaration dated July 15, 1998 and recorded in the Office of the County Recorder, Dakota County, Minnesota, as Document No. 1545034 is hereby released. [Remainder of page is intentionally left blank. Signature page follows.] Page 50 of 212 3 234921v2 CITY OF LAKEVILLE By: _____________________________________ (SEAL) Luke M. Hellier, Mayor And ____________________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _________ day of __________________, 2025, by Luke M. Hellier and Ann Orlofsky, respectively the Mayor and City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ Notary Public DRAFTED BY: CAMPBELL KNUTSON, Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 AMP/smt Page 51 of 212 Date: 3/3/2025 Contract Amendment for Tree maintenance service with Carrs Tree Service, Inc. Proposed Action Staff recommends adoption of the following motion: Move to approve contract amendment with Carr’s Tree Service for miscellaneous tree maintenance and removal services. Overview Throughout the year, Forestry staff routinely inspects and schedules necessary tree work on public property. The most common work includes tree removal due to diseases such as oak wilt and emerald ash borer as well as the pruning or removal of storm-damaged and/or poor condition trees growing in natural areas such as outlots, conservation areas, and greenways adjacent to private property. To streamline work processes, staff determined it would be more efficient to have a pre-negotiated rate for tree removals and pruning work. The designated contractor would be the primary contact when soliciting quotes for private property code enforcement for the shade tree epidemic pest control program. The contractor would also be committed to placing Lakeville as a priority if additional support is needed during a large-scale storm cleanup event. The City Council approved a contract with Carr’s Tree Service in February 2024 for tree services. The contract included a provision to extend the contract for one, one-year term if agreed to in writing, with an optional cost of living increase. The original contract for right-of- way and parks/outlots/conservation area removals was quoted at $77,390.00 in 2024 and will increase to $80,505.00, or an increase of 4%. The price per hour for routine pruning work will increase 4% to $248.19 per hour. The price for storm damage and hazard tree pruning and removal will also increase 4% to $306.80 per hour. The total amount spent on tree removals and pruning is an estimate based on an average number of trees removed over the last two years. The contract may be used by other division or department budgets such as Streets, Construction Services, Parks or Environmental Services. Supporting Information 1. Contract Amendment 2. Contract Extension Pricing Financial Impact: $130,000 Budgeted: Yes Source: Forestry Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Zachary Jorgensen - City Forester Page 52 of 212 Page 53 of 212 Page 54 of 212 Page 55 of 212 Page 56 of 212 Page 57 of 212 Page 58 of 212 Page 59 of 212 Page 60 of 212 Page 61 of 212 Page 62 of 212 Page 63 of 212 Date: 3/3/2025 Agreement for Sanitary Sewer System Inflow and Infiltration Improvement Project Proposed Action Staff recommends adoption of the following motion: Move to award contract to Hydro-Klean, LLC. for the 2025 Inflow and Infiltration Improvement Project, City Project 25-24. Overview Annually, the city programs a project to help reduce the amount of inflow and infiltration (groundwater or surface water) entering the sanitary sewer system through cracked or separated pipes. This year staff has programmed approximately 14,300 linear feet of sanitary sewer pipe that is in poor condition that should be lined using a Cast-in-Place-Pipe (CIPP) method. The sewer pipe proposed for lining consists of either vitrified clay pipe (VCP) or reinforced concrete pipe (RCP). The City discharges sewage to the Empire Wastewater Treatment Plant which is operated by the Metropolitan Council Environmental Services (MCES). MCES monitors the amount of effluent being discharged from Lakeville. It is important to reduce the amount of groundwater entering the sewer system since MCES charges the same for both clear water and effluent. Lining the pipes also seals the pipe so tree roots can’t penetrate into the sewer and potentially cause a sewer back-up. Also, MCES could surcharge the City if too much clear water enters the City’s sewer system. On Thursday, February 13, 2025, at 10:30 a.m., the City received three bids for City Project 25- 24 ranging from the low bid of $539,837.36 submitted by Hydro-Klean, LLC a high bid of $672,617.66. The engineer's estimate for the construction costs was $596,475.00. The projected project costs fall within the budget for Sanitary Sewer Inflow/Infiltration Maintenance in the current CIP. Hydro-Klean, LLC has performed lining operations in Lakeville previously and all work has been satisfactory. Staff has reviewed all bids and associated documents and recommends award of the contract. Supporting Information 1. Summary of Bids 2. HK Agreement 1-7 Only Financial Impact: $539,837.36 Budgeted: Yes Source: 7710-6295 Envision Lakeville Community Values: Good Value for Public Service Report Completed by: Steve Ferraro, Public Works Coordinator Page 64 of 212 Page 65 of 212 Bid Bond 5% Non- Collusion Responsible Contractor Base Bid Bid Alt 1 Total Bid X X X $532,717.36 $7,120.00 $539,837.36 X X X $640,925.00 $8,600.00 $649,525.00 X X X $664,537.66 $8,080.00 $672,617.66 Contractor Acknowledge Addendums 2025 Inflow and Infiltration Project City Project # 25-24 Bid Opening Summary February 13th, 2025 10:30 am Hydro-Klean LLC X SAK Construction, LLC X Insituform Technologies USA, LLC X Page 66 of 212 Page 67 of 212 Page 68 of 212 Page 69 of 212 Page 70 of 212 Page 71 of 212 Page 72 of 212 Page 73 of 212 Page 74 of 212 Date: 3/3/2025 Police Department Camera Upgrade Proposed Action Staff recommends adoption of the following motion: Move to approve agreement with ECSI for update of Police Station Cameras Overview Following our standard budgeting procedure, we evaluate hardware in replacement cycles to keep hardware functional and to avoid failures. The current system running the Police Station has a combination of cameras dating back to 2008 and encoding equipment last upgraded in 2016. To continue with our plans to migrate our security system to an enterprise platform, a plan has been created to: • Centralize storage of video data • Evaluate and adjust cameras to insure adequate coverage • Replace old, broken, and low-quality cameras with up-to-date devices The included quote meets these objectives. The new cameras will fully integrate with our existing camera system. Staff have worked with ECSI, the city's security vendor, to complete a site walk and have created a plan that covers entrances and exits from the building, booking, the lobby, evidence handling and the exterior. Where possible, we have utilized multi-lens camera systems to reduce budget on licensing and installations. Staff recommends approval of the proposal as attached, totaling $146,950.00. Supporting Information 1. Lakeville Police Dept Camera Upgrade Proposal Financial Impact: $146,950.00 Budgeted: Yes Source: General Fund Envision Lakeville Community Values: Safety Throughout the Community Report Completed by: Trevor Stewart, IT Manager Page 75 of 212 February 21, 2025 Mr. Trevor Stewert RE: Lakeville Police Department Camera Upgrade For your consideration, ECSI is pleased to provide you with this proposal for the work associated with the above referenced project. This proposal is inclusive of all material and labor as to ensure a complete installation in accordance with the scope listed below. CCTV Police Station ECSI will include all the following equipment and labor associated: ▪ (1) 48 Port Patch Panel ▪ Cat6 Jacks ▪ (38) Genetec Licenses ▪ (11) 4MP Interior Domes ▪ (7) 3MP Dome for Corner Mount Interior Cells ▪ (4) 4MP Interior Dual Head Cameras ▪ (2) 6MP Exterior Dual head Camera ▪ (10) Exterior 20MP Multi-Sensor Cameras ▪ (2) Hanwha 12MP Fisheye Cameras ▪ (2) AXIS Fisheye Camera Installs (Cameras provided by City of Lakeville) ▪ Ethernet Extenders for Exterior Cameras ▪ Cat6 Cabling to All New Camera Locations ▪ Mounting Hardware ▪ Demo of Existing System ▪ Installation and Programming Setup Total Building Amount: $146,950.00 Clarifications & Exclusions ▪ Work to be performed during normal business hours. ▪ AC power (if needed) to be provided by others. Warranty: All equipment provided by ECSI is warranted (Parts and Labor) for 1 year. Terms: Our proposal is valid for 30 days. Thank you for the opportunity to provide you with this quotation. If you should have any questions or require further information, please contact me at your convenience. Sincerely, Matt Heise, ECSI Approved By: ______ Business Development Cell – 612-209-6362 Date: Page 76 of 212 Date: 3/3/2025 Superior Decks, Inc. Partial Release of Development Contract and Certificate of Completion and Release of SIPA Proposed Action Staff recommends adoption of the following motion: Move to approve a Partial Release of Development Contract and Certificate of Completion and Release of Site Improvement Performance Agreement Lot 2, Block 1, Airlake Development Seventh Addition. Overview The Airlake Development Seventh Addition plat was approved in 2019 and consisted of two industrial lots. The plat is located south of Lakeville Boulevard, west of Cedar Avenue (CSAH 23) and east of Hamburg Avenue. Superior Decks, Inc., the owner of Lot 2, Block 1 in Airlake Development Seventh Addition has requested that Lot 2, Block 1 be released from the original Development Contract and the Site Improvement Performance Agreement. Superior Decks, Inc. constructed a 61,600 square foot facility on Lot 2, Block 1 in 2020. Engineering and Community Development staff have reviewed the Development Contract and the Site Improvement Performance Agreement and have determined that Superior Decks has completed the obligations of these two documents. Staff recommends approval of this release. Supporting Information 1. Location Map 2. Partial Release of Development Contract form 3. Certificate of Completion and Release of SIPA form Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Kris Jenson, Planning Manager Page 77 of 212 Dakota County, Maxar, Microsoft City of Lakeville Location Map Superior Decks, Inc. Superior Decks 210TH ST LAKEVILLE BL V D SOUTH CREEK± Page 78 of 212 1 234812v1 (reserved for recording information) PARTIAL RELEASE OF DEVELOPMENT CONTRACT PARTIAL RELEASE OF DEVELOPMENT CONTRACT granted this ______ day of ________________, 2025, by the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”). WHEREAS, the City and Airlake Development, Inc., a Minnesota corporation, have entered into a Development Contract dated April 15, 2019 and recorded May 20, 2019 with the Office of the County Recorder, Dakota County, Minnesota as Document No. 3305586 (“Contract”); and WHEREAS, the City has been requested to release and discharge the property legally described on Exhibit A (“Property”) from the Contract; WHEREAS, all requirements of the Contract have been met as to the Property and there is no longer a need to have the Contract recorded against the Property. NOW THEREFORE, be it resolved by the City of Lakeville, Minnesota: The Property is released and discharged from the Contract. ADOPTED this _____ day of _______________, 2025. [Remainder of the page is intentionally left blank. Signature page is to follow.] Page 79 of 212 1 234812v1 CITY OF LAKEVILLE (Seal) By ____________________________________ Luke M. Hellier, Mayor By ____________________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _____ day of ____________, 2025, by Luke M. Hellier and Ann Orlofsky, respectively the Mayor and the City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ___________________________________ Notary Public DRAFTED BY: CAMPBELL KNUTSON, Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/smt Page 80 of 212 2 234812v1 EXHIBIT A Lot 2, Block 1, Airlake Development Seventh Addition, Dakota County, Minnesota, according to the recorded plat thereof. Page 81 of 212 1 234813v1 (Space Reserved for Recording Data.) CERTIFICATE OF COMPLETION AND RELEASE OF SITE IMPROVEMENT PERFORMANCE AGREEMENT Date: ______________, 2025 WHEREAS, the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”) and SUPERIOR DECKS, INC., a Minnesota corporation (“Developer”) entered into a Site Improvement Performance Agreement dated October 5, 2020 (“SIPA”) and recorded October 9, 2020, in the Office of the County Recorder, Dakota County, Minnesota, as Abstract Document No. A3405138; and WHEREAS, the City has been requested to release and discharge the property legally described on Exhibit A (“Subject Property”) from the SIPA; and WHEREAS, all requirements of the SIPA have been met as to the Subject Property and there is no longer a need to have the SIPA recorded against the Subject Property. NOW THEREFORE, be it resolved by the City of Lakeville, Minnesota: THIS CERTIFICATE SHALL BE CONCLUSIVE DETERMINATION OF THE SATISFACTION AND TERMINATION OF THE SITE IMPROVEMENT PERFORMANCE AGREEMENT AND COVENANTS IN THE AGREEMENT. Page 82 of 212 2 234813v1 CITY OF LAKEVILLE (Seal) By ____________________________________ Luke M. Hellier, Mayor By ____________________________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _____ day of ____________, 2025, by Luke M. Hellier and Ann Orlofsky, respectively the Mayor and the City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ___________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON, Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 (651) 452-5000 AMP/smt Page 83 of 212 3 234813v1 EXHIBIT A Lot 2, Block 1, Airlake Development Seventh Addition, Dakota County, Minnesota, according to the recorded plat thereof. Page 84 of 212 Date: 3/3/2025 Contract for Galaxie Liquor Store Partial Interior Remodel Proposed Action Staff recommends adoption of the following motion: Approve contract with Met-Con Construction for partial interior remodel of customer floor area at the Galazie Liquor Store. Overview The Lakeville Liquor Galaxie location is an important retail hub in the community, offering a diverse selection of products while generating revenue for the city. As customer expectations evolve, there is a growing need to improve the store’s accessibility, expand its display space, and update its overall appearance. This partial remodel is designed to achieve these goals while ensuring smooth operations and a positive shopping experience. Staff has obtained quotes from two contractors, with base bids ranging from $59,000.00 to $62,936.00. The lowest bid, submitted by Met-Con Construction, is recommended for approval. Additionally, staff is requesting an additional $6,924.00 to replace 744 square feet of flooring in the main walkway, which has become loose and poses a safety hazard. Supporting Information 1. Met-Con Agreement 2. Met-Con Proposal 3. Gray Stone Proposal Financial Impact: $65,924.00 Budgeted: Yes Source: Liquor Fund Envision Lakeville Community Values: Good Value for Public Services Report Completed by: Tom Breeggemann Facility Supervisor Page 85 of 212 1 209971 AGREEMENT AGREEMENT made this 3rd day of March 2025, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation ("City") and MET-CON COMPANIES, INC. ("Contractor"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents”, all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement. B. Construction Limits Plan (Exhibit A) C. Contractor Verification Form (Exhibit B) D. Contractor’s Proposal Dated 2/25/2025 (Exhibit C) In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts. Contract Document “A” has the first priority and Contract Document “D” has the last priority. 2. SCOPE OF SERVICES. The Contractor shall provide the goods, services, and perform the work set forth in the Contract Documents. The Contractor agrees to remodel wine section (Exhibit A) at Lakeville Liquor Galaxie, 16000 Galaxie Ave, Lakeville, MN 55044 (the “Work”). Contractor shall provide all personnel, supervision, services, materials, tools, equipment and supplies and do all things necessary and ancillary. This contract may be terminated by the City at any time upon discovery by the City that the Contractor or any of its subcontractors has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat. § 16C.285, Subdivision 3, the Responsible Contractor statute.] 3. COMPENSATION. Contractor shall be paid by the City for the Work in accordance with the fee schedule attached in the Contractor’s Proposal which is inclusive of reimbursable expenses. The fee shall not be adjusted even if the estimated number of hours to perform a task, or any other estimate, assumption or matter is wrong or exceeded. Payment shall be made periodically after a service has been completed and within thirty-five (35) days of receipt of an invoice. 4. COMPLETION DATE. The Work must be completed by August 20th 2025. 5. PROMPT PAYMENT TO SUBCONTRACTORS. A. Pursuant to Minnesota Statute §471.25, Subdivision 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for Page 86 of 212 2 209971 undisputed services provided by the subcontractor. The Contractor must pay interest of one and one- half percent (1½ %) per month or any part of a month to subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from the Contractor shall be awarded its costs and disbursements, including attorney’s fees, incurred in bringing the action. B. Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Lakeville obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. 6. RIGHTS AND REMEDIES. A. The duties and obligations imposed by the Contract Documents, and the rights and remedies available there under shall be in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. B. No action, or failure to act, by the City or the Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of, or acquiescence in, any breach there under, except as may be specifically agreed in writing. 7. CONDITION/INSPECTION/REMEDY. A. Services shall be subject to inspection by the City. B. Defective work shall be removed and replaced, or satisfactorily repaired. 8. CHANGES TO WORK. Without invalidating the Contract, the City may, at any time, or from time to time, order additions, deletions or revisions in the work provided under this Agreement; these will be authorized by an amendment to the Contract. Upon approval of an amendment, Contractor shall proceed with the work provided under the amendment. Changes in the Contract Price shall be based upon the prices identified in the fee schedule provided in the Contractor’s Proposal or negotiated between the parties based on similar work provided in the Proposal. 9. UNAUTHORIZED WORK. Additional work performed without authorization of an amendment of this Contract will not entitle Contractor to an increase in the Contract Price or an extension of the Contract Time. 10. DOCUMENTS. The City shall be the owner of all documents, reports, studies, analysis and the like prepared by the Contractor in conjunction with this contract. Page 87 of 212 3 209971 11. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 12. STANDARD OF CARE. Contractor shall exercise the same degrees of care, skill, and diligence in the performance of the Services as is ordinarily possessed and exercised by a professional Contractor under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of Contractor’s services. 13. CONTRACTOR’S REPRESENTATIONS. A. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. B. Contractor is familiar with and is satisfied as to all federal, state, and local laws and regulations that may affect cost, progress, and performance of the Work. C. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. D. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. E. Subcontracts: (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the Owner. (2) The Contractor is responsible to the Owner for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the Owner and any subcontractor. (4) The Contractor shall bind every subcontractor by the terms of the Contract Documents. Page 88 of 212 4 209971 14. INDEMNIFICATION. To the fullest extent permitted by law, Contractor agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Contractor’s negligence or its performance or failure to perform its obligations under this Contract. Contractor’s indemnification obligation shall apply to subcontractor(s), or anyone directly or indirectly employed or hired by Contractor, or anyone for whose acts Contractor may be liable. Contractor agrees this indemnity obligation shall survive the completion or termination of this Contract. 15. INSURANCE. Prior to the start of the project, Contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Professional Liability $1,000,000 with a deductible maximum of $125,000. Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: $500,000 – Bodily Injury by Disease per employee $500,000 – Bodily Injury by Disease aggregate $500,000 – Bodily Injury by Accident Page 89 of 212 5 209971 The Contractor shall, prior to commencing the Services, deliver to the City a Certificate of Insurance as evidence that the above coverages are in full force and effect. The Contractor’s policies shall be the primary insurance to any other valid and collectible insurance available to the City with respect to any claim arising out of Contractor’s performance under this Agreement. All insurance policies (or riders) required by this Agreement shall be (i) Taken out by the Contractor and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) Shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. (iii) Shall name Contractor as an insured party and City as an additional insured with respect to General Liability, Auto Liability, and umbrella policies on a primary and non-contributory basis, (iv) Shall be in accordance with specifications approved by the insurance advisory for City, and (v) Shall be evidenced by a Certificate of Insurance listing City as an additional insured which shall be filed with the City. Certificates of Insurance that do not meet these requirements will not be accepted. Certificates of Insurance shall include the policy endorsements showing the City named as additional insured on a primary and non-contributory basis. 16. INDEPENDENT CONTRACTOR. The City hereby retains the Contractor as an independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is not an employee of the City and is free to contract with other entities as provided herein. Contractor shall be responsible for selecting the means and methods of performing the work. Contractor shall furnish any and all supplies, equipment, and incidentals necessary for Contractor's performance under this Agreement. City and Contractor agree that Contractor shall not at any time or in any manner represent that Contractor or any of Contractor's agents or employees are in any manner agents or employees of the City. Contractor shall be exclusively responsible under this Agreement for Contractor's own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 17. SUBCONTRACTORS. Contractor shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Contractor shall comply with Minnesota Statute § 471.425. Contractor must pay Subcontractor for all undisputed services provided by Subcontractor within ten days of Contractor’s receipt of payment from City. Contractor must pay interest of 1.5 percent per month or any part of a month to Subcontractor on any undisputed amount not paid on time to Subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. Page 90 of 212 6 209971 18. ASSIGNMENT. Neither party shall assign this Agreement, nor any interest arising herein, without the written consent of the other party. 19. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 20. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. 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 parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 21. CONTROLLING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 22. COPYRIGHT. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. 23. RECORDS. The Contractor shall maintain complete and accurate records of time and expense involved in the performance of services. 24. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by the Contractor pursuant to this Agreement. Contractor is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Contractor receives a request to release data, Contractor must immediately notify City. City will give Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 25. TERMINATION. This Agreement may be terminated by City on two (2) days’ written notice delivered to Contractor at the address on file with the City. Upon termination under this provision if there is no fault of the Contractor, the Contractor shall be paid for services rendered and reimbursable expenses until the effective date of termination. If the City terminates the Agreement because the Contractor has failed to perform in accordance with this Agreement, no further payment shall be made to the Contractor, and the City may retain another Contractor to undertake or complete the work identified in this Agreement. Page 91 of 212 7 209971 Dated: March 3rd , 2025 CITY OF LAKEVILLE BY: Luke M. Hellier, Mayor AND:______________________________________ Ann Orlofsky, City Clerk Dated: March 3rd, 2025 MET-CON COMPANIES, INC. BY: Its __________________________ Page 92 of 212 Exhibit A Page 93 of 212 Exhibit B Page 94 of 212 SUBCONTRACTORS LIST Page 95 of 212 Exhibit C Page 96 of 212 Page 97 of 212 Your Vision. Our Team. Great Projects. 2995 Winners Circle Drive #200, Shakopee, MN 55379 | 952-496-2227 | GreystoneConstruction.com Proposal Prepared for Tom Breeggemann Lakeville Liquor Galaxie Remodel Rosemount, MN 02/13/2025 Scope from walkthrough with Tom Breeggemann on 01/23/2025 Scope of Work Base Bid $62,936.00 •Carpentry o Assumes existing product and metal shelving to be moved out of construction area prior to work starting. o Furnish and install poly wall dividing off construction areas from customers during construction duration. o Remove and dispose of existing wine racks along perimeter walls. o Remove and dispose of existing Tasting Station. o Minor patching and repair where anchors from wine racks were removed. o Allowance to replace the millwork at Tasting Station: $8,000.00. •Finishes o Skim coat existing perimeter walls and top of arch ways for current wine area. o Paint walls with (2) coats of latex paint. o No ceiling painting included. o Remove and dispose of existing flooring at entry area. Install walk-off carpet tile in its place. See below floorplan markup for clarification. CTP material allowance $35.00/SY Page 98 of 212 Proposal prepared for Lakeville Liquor Galaxie Remodel | Rosemount, MN Page 2 of 5 o Remove and dispose of existing carpet tile in the current wine area. Install luxury vinyl tile in its place. See below floorplan markup for clarification. LVP material allowance $3.00/SF o Furnish and install new vinyl base where new LVP flooring is installed. Page 99 of 212 Proposal prepared for Lakeville Liquor Galaxie Remodel | Rosemount, MN Page 3 of 5 •Plumbing o Allowance for new sink, faucet and rough-in location for new sink at new Tasting Station: $2,500.00 •Electrical o Relocate existing floor box outlet serving existing coolers in center of room. New location to be at exterior wall below center window for newly located coolers o Includes concrete cuts and pour back to extend current location. o Furnish and install (3) new hanging light fixtures. $1,000.00 material allowance included per fixture. Exclusions (unless noted in scope above) •Design and Code Compliance •Engineering/Architectural Design •Permits •Utility/Private Locates •Signage •Unforeseen Below Grade Conditions •Emergency Responder Communication Enhancement System •Hazardous Materials •Material Testing •Special Inspections •Winter Conditions •Temp Enclosures •Electrical •Fire Suppression •Mechanical/HVAC •Plumbing •Security Equipment Clarifications •Work to be performed between Monday and Friday during regular hours •No overtime or weekend work included •This proposal may be withdrawn by Greystone if not accepted within 30 days •Upon acceptance of this proposal, all notations as stated above shall be incorporated as part of the contract documents unless otherwise noted •The attached Terms of Agreement are part of this Proposal Proposal Prepared By Missy Nelsen, Project Manager Greystone Construction | Facility Solutions Division Email: MNelsen@greystoneconstruction.com Office: 952-278-1171 | Mobile: 612-618-0848 Page 100 of 212 Proposal prepared for Lakeville Liquor Galaxie Remodel | Rosemount, MN Page 4 of 5 Terms of Agreement 1.The Work. Contractor agrees to perform, and Owner agrees to accept, the work described per the attached Proposal. 2.Contract Price. Owner agrees to pay to Contractor for the Work in the sum identified in the attached Proposal. 3.Payment Terms. Invoice upon Completion, Due Net 30 Days, No Retainage. At Contractor’s option, monthly progress invoices for projects exceeding 45 days or that require vendor down payment(s), Due Net 30 Days, No Retainage. Payment due but unpaid shall bear interest at the legal rate. 4.Insurance. Contractor shall secure and maintain insurance policies and limits per the attached sample insurance certificate. Owner shall secure, name contractor as additional insured, and maintain policies of property (builder’s risk) and general liability insurance which include coverage for the Work. The parties waive all rights against each other and any of their agents and employees for damages caused by the other to the extent such damages are covered by any of the insurance policies required herein. Prior to the commencement of the Work, each party shall deliver to the other certificates of insurance evidencing the existence of the required insurance. 5.Claims for Consequential Damages. The Contractor and Owner waive claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for loss of profit except anticipated profit arising directly from the Work. 6.Covenant/Completion of the Work. Contractor shall complete the Work per the schedule outlines. If the progress of the Work is delayed by inclement weather, delays in delivery of materials, acts of God or other casualties or causes beyond Contractor’s control, then the time to commence and/or complete the Work herein shall be extended accordingly along with applicable damages, if any. 7.Indemnification. Contractor, shall indemnify and hold harmless the Owner, its agents and employees, from and against any claims, damages, losses and expenses, arising out of or resulting from the performance of the Work, but only to the extent caused solely by the negligent acts or omissions of Contractor, its subcontractors, anyone directly or indirectly employed by Contractor. Owner agrees to indemnify and hold harmless the Contractor and Design Consultants, and all Subcontractors and Subsubcontractors of Contractor, harmless from all claims for bodily injury, property damage to the extent that such claims are caused by a negligent act or omission of the Owner, its subcontractors, anyone directly or indirectly employed by the Owner and arise from the Owner’s operations under this Agreement. 8.Warranty. The Contractor warrants to the Owner that all materials and equipment furnished under this Agreement will be new, unless otherwise specified, and that all Work will be of good quality, free from improper workmanship, and defective materials, and in conformance with the Drawings and Specifications. The Contractor agrees to correct all Work performed by it under this Agreement which proves to be defective in material and workmanship within a period of one year from the Date of Substantial Completion. The giving of the warranty in this Section shall not be construed to limit or modify any other legal rights or remedies of the Owner, but shall be in addition to such rights and remedies. 9.Permits. Party responsible to obtain and pay for the building permit and any other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work will be per the attached Proposal. 10.Condition of Site. Owner shall provide Contractor with information regarding the condition of the site prior to commencement of construction, including surveys, soils reports and information regarding underground utilities, tanks or other buried equipment or obstructions. Contractor shall not be responsible for damage to known or not known private underground utilities, tanks or other buried equipment or obstructions not clearly disclosed to Contractor prior to commencement of the Work. 11.Existing Conditions. When bound by existing conditions for any work consisting of “replacement in kind” the contractor endeavors to achieve such results with commercially available materials, but does not guarantee exact replication nor warrant that the replacement will meet current codes. Page 101 of 212 Proposal prepared for Lakeville Liquor Galaxie Remodel | Rosemount, MN Page 5 of 5 12.Environmental Hazards. Owner is responsible to notify contractor of any known environmental hazards. Owner is responsible for damages and delays for abatement of any known or unknown environmental hazards uncovered during construction. 13.Use of Site. Owner shall provide Contractor with open access to the site for purposes of performing the Work. 14.Clean Up. Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work. 15.Governing Law. These Terms of Agreement shall be governed by the laws of the place where this project is located. 16.Notice of Lien Rights. Pursuant to Minn. Stat. § 514.011, if construction on non-commercial building or commercial building of 5000 square feet or less Contractor provides the following notice to Owner: (A) ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY MAY FILE A LIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THE CONTRIBUTIONS. (B) UNDER MINNESOTA LAW, YOU HAVE THE RIGHT TO PAY PERSONS WHO SUPPLIED LABOR OR MATERIALS FOR THIS IMPROVEMENT DIRECTLY AND DEDUCT THIS AMOUNT FROM OUR CONTRACT PRICE, OR WITHHOLD THE AMOUNTS DUE THEM FROM US UNTIL 120 DAYS AFTER COMPLETION OF THE IMPROVEMENT UNLESS WE GIVE YOU A LIEN WAIVER SIGNED BY PERSONS WHO SUPPLIED ANY LABOR OR MATERIAL FOR THE IMPROVEMENT AND WHO GAVE YOU TIMELY NOTICE. 17.Entire Agreement. Terms of Agreement, together with the Proposal constitute the entire Agreement between the Contractor and the Owner with respect to the Work. The Agreement may be amended or modified only in writing and signed by both of the parties. Acceptance of unmodified Agreement is triggered upon the earliest of the following: 1) issuance of an owner PO; 2) notice to proceed; 3) start of the Work. Terms agreed to by: OWNER CONTRACTOR Greystone Construction Company By By Title Title Date Date Page 102 of 212 Date: 3/3/2025 Community Event Sponsorship Agreement with Safety Signs, Incorporated for Live at the Lake Summer Concert Series Proposed Action Staff recommends adoption of the following motion: Move to approve Community Event Sponsorship Agreement with Safety Signs, Incorporated for the Live at the Lake Summer Concert Series. Overview Beginning in Summer 2023, the Lakeville Area Arts Center has offered a free outdoor concert series called “Live at the Lake” running Wednesday evenings from June to August. The 12- week series will include pre-show and mainstage shows with a wide array of performance groups. Safety Signs has sponsored the concert series since its launch and has agreed to sponsor the series for the 2025 and 2026 seasons. The agreement includes two annual donations of $7,500 from Safety Signs. The City will include Safety Signs on all printed and digital marketing promoting the concert series and provide a ½ page ad and space in the 2025-2026 Performing Arts Guide. Supporting Information 1. Community Event Sponsorship Agreement with Safety Signs Financial Impact: $15,000 Budgeted: No Source: Sponsorship Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Nicki Pretzer, Arts Center Manager Page 103 of 212 COMMUNITY EVENTS SPONSORSHIP AGREEMENT WITH SAFETY SIGNS INC. THIS AGREEMENT (the “Agreement”) made this 3rd day of March, 2025 (“Effective Date”), by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (”City”), and SAFETY SIGNS, INC., a Minnesota corporation (“Sponsor”), with offices at 19784 Kenrick Avenue, Lakeville, MN 55044. WHEREAS, the City is the Event Planner for “Live Music at the Lake” Summer Concert Series at Casperson Park (“Concert Series”), and; WHEREAS, Sponsor has agreed to sponsor the series in 2025 and 2026, and; NOW THEREFORE, IN CONSIDERATION OF THE MUTUAL UNDERTAKINGS HEREIN CONTAINED, THE PARTIES AGREE AS FOLLOWS: 1.SERVICES TO BE PROVIDED. The City agrees to include the Sponsor on all printed and digital marketing promoting the Concert Series, and provide a ½ page ad space in the 2025-2026 Performing Arts Guide 2.CITY RESPONSIBILITY. City at all times will retain authority over its personnel and be responsible for all equipment and personnel associated with the service provided, including all compensation and insurance matters related to the Concert Series. 3.PAYMENT. The Sponsor agrees to pay the City for the promotion as part of the Concert Series in an amount of $7,500 per year. Payment is due in advance/within 30 days of the start of the series. 4.TERM. The term of this Agreement shall commence on the Effective Date and terminate on December 31, 2026. Sponsor shall have an option to renew this Agreement for the 2027 and 2028 Concert Series, subject to the rates of sponsorship established by the City for the 2027 and 2028 Concert Series. IN WITNESS WHEREOF, the parties have signed this Agreement as of the date and year first above written. CITY OF LAKEVILLE SAFETY SIGNS, INC. Sue Blanchard Sue Blanchard (Feb 19, 2025 10:23 CST) Luke M. Hellier, Mayor AND Anne Orlofsky, City Clerk DATE: 19/02/2025 BY: Page 104 of 212 Date: 3/3/2025 Resolution Accepting Donations to the Lakeville Parks & Recreation Department in the 1st Quarter of 2025 Proposed Action Staff recommends adoption of the following motion: Move to approve resolution accepting donations to the Lakeville Parks & Recreation Department in the first quarter of 2025. Overview Donations from various sources were received by the Lakeville Parks & Recreation Department. Please see the supporting information for details. On behalf of our department, we sincerely thank these individuals and businesses for their generosity. Supporting Information 1. Q1 2025 List of Donors Financial Impact: $8,651.96 Budgeted: No Source: Donations Envision Lakeville Community Values: A Sense of Community and Belonging Report Completed by: Joe Masiarchin, Parks & Recreation Director Page 105 of 212 Individual or Business Donation Purpose Anonymous Donor $25.00 Youth Scholarship Fund Cecilia Wech $1,000.00 Memorial Bench Deb Zabel $3.00 Active Adults General Donation Happy Harry's Furniture $128.96 Active Adults General Donation Lakeville Lions $5,200.00 Puppet Wagon Summer Series Loren Kramer $45.00 Youth Scholarship Fund New Perspective - Eagan $100.00 Active Adults General Donation Roberta Hedge $500.00 Active Adults General Donation Run the Ritter-Paulette Odenthal $1,600.00 Ritter Farm Park Trails Three Links Care Center $50.00 Active Adults General Donation TOTAL $8,651.96 Page 106 of 212 Date: 3/3/2025 Supplemental Agreement for Professional Services with SEH for Citywide Trail Gaps Improvements (Phase II) Proposed Action Staff recommends adoption of the following motion: Move to approve SEH supplemental agreement for professional services for Citywide Trail Gaps Improvements (Phase II), City Project 23-06. Overview The City Council approved the award of a construction contract on January 6, 2025, to complete trail improvements along County State Aid Highway (CSAH) 23 (Cedar Avenue) from Shakespeare Boulevard to Gemini Trail, and Highview Avenue from 172nd Street to Interlachen Boulevard. The project is part of the City's 2021 Park Bond Referendum that included funding for the construction of pedestrian trails to close existing citywide trail gaps. SEH's proposal identifies the scope of services and estimated cost to provide construction services relating to retaining wall construction, including materials testing and construction inspection/observation. The City Council approved supplemental agreements for preliminary and final engineering on January 18, 2022, and July 17, 2023. The proposal is subject to the Master Agreement for Professional Engineering Services between the City and SEH approved by the City Council on September 20, 2021. The City and Dakota County are partnering to complete the trail improvements along Cedar Avenue and will share project responsibilities, consistent with the adopted County 2040 Transportation Plan Cost Share policies and as established in the project’s Joint Powers Agreement. The City is the lead agency; therefore, the total cost is reflected in this memo. The City’s estimated net cost is $22,000. Supporting Information 1. 2025.02.17 SEH Supplemental Agreement - Construction Services (Wall) Financial Impact: $63,560 Budgeted: Yes Source: Multiple Sources Envision Lakeville Community Values: Design that Connects the Community Report Completed by: Alanna Sobottka, Civil Engineer Page 107 of 212 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 10650 Red Circle Drive, Suite 500, Minnetonka, MN 55343-9229 952.912.2600 | 800.734.6757 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer SUPPLEMENTAL LETTER AGREEMENT February 17, 2025 RE: City of Lakeville Trail Gaps Retaining Walls Construction Observation SEH No. LAKEV 183630 10.00 Ms. Alanna Sobottka Civil Engineer City of Lakeville 20195 Holyoke Ave Lakeville, MN 55044 Dear Alanna: Short Elliott Hendrickson Inc. (SEH®) appreciates the opportunity to submit the attached proposal for construction observation services relative to the referenced project. Project Understanding/Scope of Services Our scope of work includes full observation services for retaining wall construction that include the following tasks: 1. Project Management This task consists of general project management duties including managing internal teams, schedule and budget, invoice management, and general project correspondence. 2. Construction Observation This task includes four primary sub tasks: a. Preconstruction Activities - Attendance by two (2) SEH staff members at an in-person pre-construction meeting b. Construction Administration - SEH will provide engineering support and interpretation of contract documents, coordinate materials testing with the materials testing consultant, and attend weekly on-site construction meetings. - SEH staff will attend one weekly meeting in advance of retaining wall construction commencing and all meetings during retaining wall construction. We assume attendance of seven (7) total meetings. Attendance will be by lead Resident Project Representative (RPR) at all seven meetings and one SEH geotechnical and structural engineers (one meeting each). c. Construction Observation Page 108 of 212 Ms. Alanna Sobottka February 17, 2025 Page 2 - We will provide full-time construction observation services by our RPR throughout construction of retaining walls A, B, and C. - Includes up to 3 trips for a geotechnical engineer to monitor surcharge, confirm soil conditions prior to construction of retaining wall leveling pad, and to review Wall B soil correction. Also included is up to 2 trips for a structural engineer to review Wall C construction and verify steel reinforcement. - The geotechnical engineer will also review surcharge data and communicate surcharge updates with the Contractor and City staff. d. Project Closeout - SEH will complete one site closeout walkthrough and provide action items to City staff for inclusion in the punch list relative to the retaining walls. Includes one additional trip to verify satisfactory completion of retaining wall punch list items. Assumptions: 1. Assumes pre-construction meeting will be held in person at Lakeville City Hall. 2. Does not include materials testing. Assumes the City of Lakeville will contract with a material testing consultant directly. SEH will coordinate testing when needed with the selected consultant. 3. Staking services and preparation of as-builts will be provided under the terms of SEH’s current contract. 4. City staff will coordinate pre-construction meeting scheduling and location, prepare and distribute meeting agenda and minutes, and lead the meeting. 5. City staff will prepare all pay applications. SEH’s RPR will provide measurements of retaining wall- related bid items for inclusion. 6. City staff will lead construction administration for the remainder of the trail gaps project, including (but not limited to) private utility relocations, removals, clearing and grubbing, surcharge placement, trail grading and paving, and restoration. City staff will coordinate retaining wall construction schedules with the contractor and SEH. 7. The average workday for the lead RPR will be 10 hours and assume 5 days for construction of Wall A, 10 days for construction of Wall B, and 8 days for construction of Wall C. SEH construction observation services will begin when excavation for prefabricated modular block (PMBW) retaining walls begins. Observation of sheet pile wall construction will begin when driving of piles begins. Services will be considered complete when backfilling of PMBW retaining walls is completed and when installation of the sheet pile wall cap is completed. 8. City staff will develop and distribute the remainder of the punch list and coordinate its completion with the Contractor and SEH. Fees, Billing & Estimated Project Costs If accepted, this proposal describes how we will provide these services for a not-to-exceed fee of $63,560.00. This amount is detailed in the table below and includes our reimbursable expenses. We will bill the City monthly for reimbursable expenses and on an hourly basis for labor. We will provide these services in accordance with our Agreement for Professional Engineering Services dated September 20, 2021, herein called the Agreement. Page 109 of 212 Ms. Alanna Sobottka February 17, 2025 Page 3 Project Task Cost Task 1: Project Management $3,510.75 Task 2: Construction Services $60,049.25 Total Project Cost for Construction Services $63,560.00 This Supplemental Letter Agreement, THB, and the Agreement represent the entire understanding between the City of Lakeville and SEH in respect to the project and may only be modified in writing if signed by both parties. We look forward to working with you and your staff on this project. Please contact me at 952.912.2629 or wbauer@sehinc.com with questions regarding this proposal. Sincerely, SHORT ELLIOTT HENDRICKSON INC. William Bauer, PE (Lic. IA, MN, SD Toby Muse, PE (Lic. MN) Project Manager Principal x:\ko\l\lakev\165437\1-genl\10-setup-cont\03-proposal\retaining wall construction observation\sla ltr trail gaps retaining wall co.docx If you agree with this proposal for Professional Services for Trail Gaps Retaining Wall Construction Observation, please sign a copy of this agreement, and e-mail a scanned copy to our office. Accepted on this ___day of________________, 2025 City of Lakeville, Minnesota By: _________________________________ Name _________________________________ Title Page 110 of 212 PM PE PE PE Admin TechReimbursable Expenses TotalBauer Bonanno Dupont Thompson Berguson1.15 510444413 0 0 0 5 N/A 18$2,865.71 $0.00 $0.00 $0.00 $530.82 $0.00 $3,396.5313 0 0 0 5 N/A 18$2,865.71 $0.00 $0.00 $0.00 $530.82 $114.22 $3,510.753.12 2403.22 2 2 289 2 213223.3230 8 532913.4442204 251 12 57 0 N/A 324$881.76 $41,229.46 $2,551.16 $12,238.88 $0.00 $3,148.00 $60,049.25Project managementTask Hours SummaryTask Fee SummaryClient: City of LakevilleInvoice managementProject Name: Trail Gaps Retaining Wall Construction ObservationCoordination with field staffSubtotal HoursSubtotal FeesContract and GeneralSEH Project No. LAKEV 183630Date: February 10, 2025Billing TitleEmployee NameTask #1 - Project ManagementConstruction ObservationConstruction observationTask #2 - Construction ServicesPreconstruction ActivitiesAttend pre-construction meetingMaterials testing coordinationConstruction AdministrationEngineering support/clarification of plans and specsWeekly construction meetingsTask Hours SummaryTask Fee SummaryProject CloseoutSite closeout walkthrough & develop punchlistPunchlist verificationPage 1 of 2Page 111 of 212 PM PE PE PE Admin TechReimbursable Expenses TotalBauer Bonanno Dupont Thompson BergusonClient: City of LakevilleProject Name: Trail Gaps Retaining Wall Construction ObservationSEH Project No. LAKEV 183630Date: February 10, 2025Billing TitleEmployee Name13 0 0 0 5 N/A 18$2,865.71 $0.00 $0.00 $0.00 $530.82 $114.22 $3,510.754 251 12 57 0 N/A 324$881.76 $41,229.46 $2,551.16 $12,238.88 $0.00 $3,148.00 $60,049.2517 251 12 57 5 N/A 342$3,747.47 $41,229.46 $2,551.16 $12,238.88 $530.82 $3,262.22 $63,560.00Task Fee SummaryProject SummaryTask #1 - Project ManagementTask #2 - Construction ServicesTask Hours SummaryTask Hours SummaryTask Fee SummaryProject Hours SummaryProject Fee SummaryPage 2 of 2Page 112 of 212 Date: 3/3/2025 Encroachment Agreement with Lesnau for Private Improvements on Public Property Proposed Action Staff recommends adoption of the following motion: Move to approve Encroachment Agreement with Michael Lesnau for private improvements on public property. Overview Michael Lesnau (18900 Orchard Trail) requests approval to install a privately-owned and maintained dock on public property. The property owner will own and maintain the dock and is responsible for removing the private improvements if the City determines the public property must be utilized. Supporting Information 1. Encroachment Agreement - 18900 Orchard Trail Financial Impact: $0 Budgeted: No Source: N/A Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Zach Johnson, City Engineer Page 113 of 212 Page 114 of 212 Page 115 of 212 Page 116 of 212 Page 117 of 212 Page 118 of 212 Page 119 of 212 Page 120 of 212 Page 121 of 212 Date: 3/3/2025 Resolution Approving an Application to the Minnesota Department of Natural Resources for a Local Trail Connections Program Grant Proposed Action Staff recommends adoption of the following motion: Move to approve Resolution Authorizing an Application to the Minnesota Department of Natural Resources for a Local Trail Connections Program Grant. Overview On an annual basis the Minnesota Department of Natural Resources (MNDNR) offers a variety of grant opportunities for cities, counties, and townships. One such grant is the Local Trail Connections Program Grant that provides matching grants to local units of government for the cost of acquisition and development of trail facilities. The intent of the program is to provide trail linkages that connect residential areas to significant public resources such as historical areas, open space, parks and other trails. The application would request funding for the Lake Marion Greenway Trail: Ritter Farm Park to Casperson Park portion of the project. This includes new trails construction and reconstruction of existing trails to create a connection between Ritter Farm Park and Casperson Park. Grants are reimbursed based on up to 75 percent of the total eligible costs with a maximum grant award of $250,000. The City is required to provide a 25 percent non-state cash match. Staff is in the process of working with our consultant gathering information and data to submit a grant to the MNDNR for the Lake Marion Greenway project. As part of the process, the MNDNR requires the Mayor and City Council to execute a resolution which authorizes the City to apply for the grant and allows the Parks and Recreation Director to execute agreements as necessary to implement the project on behalf of the City of Lakeville if we are successful in obtaining grant funding Supporting Information 1. Resolution Authorizing an Application to the Minnesota Department of Natural Resources for a Local Trail Connections Program Grant Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Joe Masiarchin, Parks and Recreation Director Page 122 of 212 CITY OF LAKEVILLE RESOLUTION NO._________ A RESOLUTION APPROVING AN APPLICATION TO THE DEPARTMENT OF NATURAL RESOURCES FOR A LOCAL TRAIL CONNECTIONS PROGRAM GRANT WHEREAS, the City of Lakeville supports the Local Trail Connections Program grant application made to the Minnesota Department of Natural Resources for the Lake Marion Greenway Trail – Ritter Farm Park to Casperson Park project, which will include new trail construction and reconstruction of existing trails to create a connection between Ritter Farm Park and Casperson Park, and WHEREAS, the City of Lakeville recognizes that it has secured the 25% non-state cash matching funds for this project, and NOW, THEREFORE, BE IT RESOLVED, if the City of Lakeville is awarded a grant by the Minnesota Department of Natural Resources, the City of Lakeville agrees to accept the grant award and may enter into an agreement with the State of Minnesota for the above referenced project. The City of Lakeville will comply with all applicable laws, environmental requirements and regulations as stated in the grant agreement, and BE IT FURTHER RESOLVED, that the applicant has read the Conflict of Interest Policy contained in the Local Trail Connection Grant Manual and certifies it will report any actual, potential, perceived, or organizational conflicts of interest upon discovery to the state related to the application or grant award. BE IT FURTHER RESOLVED, the City Council of the City of Lakeville names the fiscal agent for the City of Lakeville for this project as: Julie Stahl, Finance Director City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 jstahl@lakevillemn.gov | 952.985.4481 BE IT FURTHER RESOLVED, the City of Lakeville hereby assures the trail improvements constructed with this Local Trail Connections grant will be maintained for a period of no less than 20 years. PASSED AND ADOPTED by the Lakeville City Council this 3rd day of March, 2025 ___________________________ Luke M. Hellier, Mayor ATTEST: ___________________________________ Ann Orlofsky, City Clerk Page 123 of 212 Date: 3/3/2025 Resolution Approving an Application to the Legislative-Citizen Commission on Minnesota Resources for a 2025 Environmental and Natural Resources Trust Fund Grant Proposed Action Staff recommends adoption of the following motion: Move to approve Resolution Authorizing an Application to the Legislative-Citizen Commission on Minnesota Resources (LCCMR) for a 2025 Environmental and Natural Resources Trust Fund (ENRTF) Grant. Overview The LLCMR makes funding recommendations to the legislature for special environment and nature resources projects, primarily from the Environment and Natural Resources Trust Fund (ENRTF). Projects that are awarded funding from the ENRTF help maintain and enhance Minnesota’s environment and natural resources. The 2026 ENRTF Request for Proposal welcomes proposals for projects that aim to protect, conserve, preserve and enhance Minnesota’s air, water, land, fish, wildlife and other natural resources. The application would request funding for the Lake Marion Greenway Trail: Ritter Farm Park to Dodd Boulevard portion of the project. This includes new trail construction and reconstruction of existing trails to create a connection between Ritter Farm Park and Dodd Boulevard. As part of the process, the MNDNR requires the Mayor and City Council to execute a resolution which authorizes the City to apply for the grant and allows the Parks and Recreation Director to execute agreements as necessary to implement the project on behalf of the City of Lakeville if we are successful in obtaining grant funding. Supporting Information 1. Resolution Approving an Application to the LCCMR for a 2025 Environmental and Natural Resources Trust Fund Grant Financial Impact: $ Budgeted: No Source: Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and Recreational Opportunities Report Completed by: Joe Masiarchin, Parks and Recreation Director Page 124 of 212 CITY OF LAKEVILLE RESOLUTION NO._________ A RESOLUTION APPROVING AN APPLICATION TO THE LEGISLATIVE-CITIZEN COMMISSION ON MINNESOTA RESOURCES (LCCMR) FOR A 2025 ENVIRONMENTAL AND NATURAL RESOURCES TRUST FUND (ENRTF) GRANT WHEREAS, the City of Lakeville seeks funding for the Lake Marion Greenway Trail which includes new trail construction and reconstruction of existing trails to create a connection from Ritter Farm Park to Dodd Blvd. NOW, THEREFORE, BE IT RESOLVED, that the City of Lakeville supports the above referenced project and authorizes the submittal of a proposal for funding of this project on behalf of the City of Lakeville to the Legislative-Citizen Commission on Minnesota Resources (LCCMR) in response to the 2026 Environmental and Natural Resources Trust Fund (ENRTF) Request for Proposal; and BE IT FURTHER RESOLVED, that, if funding is awarded, the City of Lakeville agrees to accept the award and may enter into an agreement with the state of Minnesota for the above referenced project. The City of Lakeville will comply with all applicable laws, environmental requirements, and regulations and any additional conditions stated in the grant agreement and the approved LCCMR work plan; and BE IT FURTHER RESOLVED, that the City of Lakeville understands that grants from the ENRTF are generally paid out on a reimbursement basis. The City of Lakeville has the financial capability to pay for project expenses prior to seeking reimbursement; and BE IT FURTHER RESOLVED, that the City of Lakeville certifies none of the current principals of the City of Lakeville have been convicted of a felony financial crime in the last ten years. For this purpose, a principal is defined as a public official, a board member, or staff that would have the authority to access or determine the use of ENRTF funds, if awarded; and BE IT FURTHER RESOLVED, that the City of Lakeville Parks & Recreation is hereby authorized to execute such agreements and work plans as necessary and Joe Masiarchin is authorized to implement the project on behalf of the City of Lakeville; and BE IT FURTHER RESOLVED, that the City of Lakeville has the financial capability to meet the match requirements and ensure adequate construction, operation, and maintenance of the project once completed. PASSED AND ADOPTED by the Lakeville City Council this 3rd day of March, 2025 ___________________________ Luke M. Hellier, Mayor ATTEST: ___________________________________ Ann Orlofsky, City Clerk Page 125 of 212 Date: 3/3/2025 FiRST Center Resolution Accepting Bids and Approving Construction Contracts Proposed Action Staff recommends adoption of the following motion: Move to accept base bids plus alternate warehouse building and award construction contracts for the construction of the FiRST Center (City Project 25-12). Overview In 2023 the City Council directed staff to move forward with the design and construction of the First Responders Skills Training Center, The FiRST Center. The FiRST Center will provide a permanent, dedicated training facility within the south metro and Greater Minnesota area for use by fire, police and EMT personnel. The city’s old public works building at 7777 214th Street, will be razed and the site reused for the construction of the facility. Over the past year the city has worked with Leo A. Daly Architects to design the facility and prepare the plans for bidding and construction. The city also hired RJM Construction in 2024 to assist in cost estimating, bidding, and managing the overall construction of the facility. After receiving and opening the bids in January RJM completed a review of the bids for each scope of work. Staff and RJM recommend awarding the bids to the contractors listed on Exhibit A. The budget for the construction of the FiRST Center includes: FiRST Center Construction Costs Summary Project Cost $25,829,024 State of Minnesota Funding Grant -$7,170,000 Federal Congressional Directed Funding -$800,000 Total City Costs $17,859,024 The construction of the facility will begin in March and will be operational in 2026. Supporting Information 1. EXHIBIT A 2. EXHIBIT B Page 126 of 212 Financial Impact: $17,859,024 Budgeted: Yes Source: General Obligation Bonds Envision Lakeville Community Values: Safety Throughout the Community Report Completed by: Allyn Kuennen, Assistant City Administrator Page 127 of 212 CITY OF LAKEVILLE RESOLUTION NO._________ FIRST CENTER RESOLUTION ACCEPTING BIDS AND APPROVING CONSTRUCTION CONTRACTS WHEREAS, the City of Lakeville received sealed bids on Thursday, January 30, 2025, at 1:00 p.m. for the FiRST Center construction. WHEREAS, Exhibit A attached hereto lists the lowest responsible bidder for each scope of constructing the FiRST Center; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lakeville, Minnesota does hereby acknowledge acceptance of the base bid plus alternate warehouse building as shown on Exhibit B attached hereto. ADOPTED by the Lakeville City Council this 3rd day of March 2025. CITY OF LAKEVILLE: _________________________ Luke M Hellier, Mayor ATTEST: _________________________ Ann Orlofsky, City Clerk Page 128 of 212 EXHIBIT A - City of Lakeville FiRST Responders Skills Training Center Contractors List 11D - Stainless Steel Countertops Innovative Lab 12A - Window Treatments American Drapery 21A - Fire Protection Life Saver 22A - Plumbing Area Mechanical 23A - HVAC & Building Automation Cool Air 26A - Electrical NEI 27A - Audio/Visual Systems Muska 31A - Earthwork Rachel 32A - Asphalt - Included in Site Concrete - Combined Low McNamara 32B - Site Concrete McNamara 32C - Landscaping & Irrigation Peterson 32D - Fences & Gates Action Fence 33A - Site Utilities Kamish Range Equipment Action Target Data/IT Cabling Commercial Infrastructure Cabling Access Control/Security/CCTV ECSI Systems Integrators DESCRIPTION SUBCONTRACTOR Temporary Barriers & Enclosures RJM Cleaning & Waste Management RJM 1A - Survey Sunde 1B - Final Cleaning Prime 1C- Structural Testing & Inspections Braun Intertec 1D Asbestos Abatement Twin Cities Abatement 3A - Cast-In- Place Concrete Northland 3B - Polished, Stained, and Sealed Concrete Kelleher 3C - Precast Concrete Fabcon 4A - Masonry Del's 5A - Structural Steel & Metal Fabrication Northern 5B - Structural Steel & Metal Erection Top line 6A - Building Works Meisinger 6B - Casework Materials Focal Point 7A - Waterproofing Henkemeyer 7B - Metal Panels Arch Panels 7C - Roofing Mint 7D - Joint Sealants The Caulkers 8A - D/F/H Bredamus 8B - Sectional Doors Crawford 8C - Aluminum Framing & Glazing Envision 9A - Metal Stud Framing & Drywall RTL 9B - Tile Commercial 9C - Acoustical Ceilings Acoustics 9D - Carpet & Resilent Flooring Grazzini 9E - Painting & Wallcovering Reinhardt 9F - Wood Flooring Shaefer 10 - Lockers Bartly 10B - Wall Protection Construction Specialties 10C - Specialties Bartley 10D - Operable Partitions W.L. Hall 10E - Flagpoles Peterson 10F - Awnings Hoigaards 10G - Signage Spectrum 11B - Appliances Warners Stellian 11C - Gymnasium Equipment The Centre Stage Page 129 of 212 FiRST CENTER RENDERING LAKEVILLE FiRST CENTER Page 130 of 212 FiRST CENTER RENDERING LAKEVILLE FiRST CENTER Page 131 of 212 LAKEVILLE FiRST CENTER 7700 214TH Street West FiRST CENTER SITE PLAN Page 132 of 212 FiRST CENTER - FIRST FLOOR PLAN FiRST CENTER - SECOND FLOOR PLAN Page 133 of 212 FiRST CENTER WAREHOUSE FLOOR PLAN Page 134 of 212 Date: 3/3/2025 Kenrick Corner Second Addition Final Plat Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution approving the Kenrick Corner Second Addition final plat. Overview Mesenbrink Construction has requested approval of a final plat for one commercial lot to be known as Kenrick Corner Second Addition. The property to be platted is located east of Kenrick Avenue and north of 205th Street. A 9,600 square foot building planned for two commercial spaces is proposed to be constructed on the site. The property is zoned C-3, General Commercial District and the proposed retail space and wellness/rehab facility are both permitted uses. A stormwater maintenance agreement (SMA) is required for an environmental structure that will provide pretreatment prior to stormwater entering the public stormwater basin to ensure proper maintenance. The City Council approved the preliminary plat and easement vacation at their January 21, 2025 meeting. The final plat has been reviewed by Engineering and Parks and Recreation staff. The Developer has not been able to sign the development contract and stormwater maintenance agreement as of yet, but Staff requests approval of the final plat in the interim. Approval of the final plat is subject to City Council approval of the development contract and stormwater maintenance agreement prior to recording. Supporting Information 1. Final Plat Resolution 2. December 13, 2024 Planning and Engineering reports Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Kris Jenson, Planning Manager Page 135 of 212 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-______ RESOLUTION APPROVING THE FINAL PLAT OF KENRICK CORNER SECOND ADDITION WHEREAS, the owner of the property described as KENRICK CORNER SECOND ADDITION has requested final plat approval; and WHEREAS, the preliminary plat was reviewed by the Planning Commission and the Parks, Recreation and Natural Resources Committee and approved by the City Council; and WHEREAS, the final plat is consistent with the preliminary plat; and WHEREAS, the final plat is acceptable to the City; NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. The KENRICK CORNER SECOND ADDITION final plat is approved subject City Council approval of the development contract and security requirements. 2. The Mayor and City Clerk are hereby authorized to sign the final plat mylars. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 3rd day of March 2025. CITY OF LAKEVILLE Page 136 of 212 2 Luke M. Hellier, Mayor ATTEST: _______________________ Ann Orlofsky, City Clerk STATE OF MINNESOTA ) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 25-____is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 3rd day of March 2025 as shown by the minutes of said meeting in my possession. __________________________ Ann Orlofsky City Clerk (SEAL) Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Page 137 of 212 1 City of Lakeville Community Development Dept. Memorandum To: Planning Commission From: Kris Jenson, Planning Manager Date: December 13, 2024 Subject: Packet Material for the January 9, 2025 Planning Commission Meeting Agenda Item: Kenrick Corner Second Addition 1. Preliminary and final plat of one commercial lot to be known as Kenrick Corner Second Addition 2. Vacation of drainage and utility easements BACKGROUND Applications for preliminary and final plat and the vacation of the drainage and utility easement have been submitted by Mesenbrink Construction for the development of a 1.61 acre parcel to be known as Kenrick Corner Second Addition. The proposal includes development of a 9,600 square foot single story building and is platting Outlot A, Kenrick Corner Second Addition. The subject property is the last developable commercial lot within the Kenrick Corner development. The plans have been reviewed by the Engineering Division and Parks and Recreation Department. EXHIBITS A. Location Map B. Zoning Map C. Preliminary Plat D. Final Plat E. Easement Vacation F. Site Dimension Plan G. Grading, Drainage, & Erosion Control Plan H. Utility Plan I. Tree Preservation Plan Page 138 of 212 2 J. Landscape Plan K. Photometric Plan L. Building Elevations (3) M. Floor Plans (2) STAFF ANALYSIS P RELIMINARY AND FINAL PLAT Comprehensive Plan. The subject property is guided Commercial in the 2040 Comprehensive Land Use Plan and is in Planning District No. 6. The proposed commercial uses of the property are consistent with the 2040 Land Use Plan and District 6 recommendations. Zoning. The property is zoned C-3, General Commercial District, in which retail and medical offices are permitted uses. Surrounding Land Uses and Zoning: North – Attached townhomes (RM-2) South – Porterhouse Restaurant (C-3) East – Stormwater pond (P-OS), attached townhomes (RM-2) West – Kenrick Avenue, Interstate 35 (ROW) Lots/Blocks. The Kenrick Corner Second Addition preliminary and final plat consists of one lot of 1.61 acres. The proposed lot exceeds the minimum required lot area of 20,000 square feet and minimum required lot width of 100 feet. Grading, Drainage, Erosion Control and Utilities. Proposed grading, drainage, erosion control, and utility plans for Kenrick Corner Second Addition are shown on the grading, drainage, and erosion control and utility plans. All existing and new local utilities shall be placed underground. Grading, drainage, erosion control, and utility issues are addressed in the engineering review memo prepared by Jon Nelson, Assistant City Engineer and Mac Cafferty, Environmental Resources Manager dated December 13, 2024. A copy of the engineering report is attached for your review. The Engineering Division recommends approval of the Kenrick Corner Second Addition preliminary and final plat and easement vacation, subject to the comments outlined in the engineering report. Access/Streets. All public streets adjacent to Kenrick Corner Second Addition are constructed. No additional right of way dedication or street construction is required. Two driveways are proposed via the private drive to serve each parking area. A shared access easement is in place for access to this plat and the two existing parcels from the existing shared drive. Direct access to Kenrick Avenue is not permitted. Wetlands. There are no wetlands on the site. Page 139 of 212 3 Tree Preservation. Sixty-seven trees were identified on the tree preservation plan and 13 are proposed to be removed. The site will retain 54 trees, primarily located along the north side of the property, which provide a buffer to the townhomes to the north. Park Dedication. The Park Dedication has not been paid on the parent parcel. The park dedication fee of $15,257.97 must be paid with the final plat. Overhead Utilities. The existing overhead utilities along Kenrick Avenue must be buried in conjunction with the final plat. See the December 13, 2024 Engineering memo for additional information. Public Easement Vacation. The existing outlot a drainage and utility easement along the south property line. As the property is being platted as a lot, a public hearing for the vacation of the drainage and utility easements is required. New easements will be provided as shown on the proposed preliminary and final plat. SITE PLAN REVIEW The site plan proposes a 9,600 square foot, single story commercial building with parking lots on side of the building to serve each use, each accessing the private drive along the south side of the parcel. There will be no direct access to the west parking lot from Kenrick Avenue. Building Setbacks. The C-3, General Commercial District requires the following setback requirements: Front Yard Side Yard Side Yard (adj. to residential) Rear Yard Minimum 30 feet 10 feet 30 feet 10 feet Proposed 80+ feet 30+ feet 37+ feet 250+ feet Building Design. The building is proposed to have 3,600 square feet of retail space and 6,000 square feet of space for a wellness/rehab facility. The retail portion will have an entrance facing the west parking lot, with a door for deliveries around the corner on the north side of the building. The rehab/wellness facility will have two entrances, one on the east side at the parking lot and another on the south side of the building, both of which are accessible by a sidewalk from the parking lot. Windows are included on all elevations, though the retail portion of the building does not have north-facing windows. The exterior of the building is primarily black brick (54%) with windows (11%), black metal panel (28%), and wood and architectural metal accents (7%), consistent with the requirements for the C- 3, General Commercial District. Overall, the building will have 65% Grade A materials, 28% Grade B material, and 7% Grade C material, in compliance with Zoning Ordinance requirements. Page 140 of 212 4 The architectural design of the proposed building is similar to the existing commercials buildings adjacent to the site, with the brick exterior from grade level at or past the top of the windows then topped with a band of different material. Parking. The site proposes two parking lots, one at each end of the building. Based on the building’s size and the uses proposed, 43 parking spaces are required to be provided. The west parking lot has 13 spaces while the east parking lot has 30 spaces. The number and design of the parking spaces for each lot and drive aisles meets the requirements of the Zoning Ordinance. Landscaping. Landscaping on the site includes foundation plantings along the building’s south side, parking lot screening, and general site trees on the site and within the buffer. The plantings along the west side of the west parking lot and the south side of the east parking lot are in place to minimize headlights shining onto Kenrick Avenue and onto the private drive from 205th Street. Eight coniferous trees will be added to the landscaped berm to provide additional screening to the site from the townhomes to the north. All landscaped areas are required to be irrigated. The City Forester has reviewed and approved the landscape plan. A security will be required with the final plat to guarantee installation of the approved landscaping. Retaining Wall. A retaining wall is proposed along the north side of the west parking lot, which allows the existing landscape berm to remain in place and facilitate construction of the parking lot. The maximum height of the wall is 2.5 feet. See the December 13, 2024 Engineering report for more information. Trash Enclosure. The plans do not indicate how trash will be handled on site. If trash will be kept outdoors in an enclosure, the structure must meet the requirements of Section 11-18-11, including exterior materials, location, and screening. The plans must be updated prior to City Council consideration to reflect this information if a trash enclosure will be used. Sight Lighting. The submitted lighting plan shows that the proposed lighting on site meets the Zoning Ordinance requirement of light levels not exceeding one foot candle at the property line along the Kenrick Avenue right-of-way and the north property line adjacent to residential-zoned property. Lighting is proposed on the building near the handicap accessible spaces, while the west parking lot will have one light pole and the east parking lot will have two light poles. The light pole height of 25 feet meets the ordinance requirements for height and the fixture style is a downcast LED light. Signs. This site is within the Freeway Corridor District, which permits larger wall and freestanding signs. Wall signs shown on the building elevations are illustrative only. A location for a monument sign has not been indicated on the plans, but one would be permitted for the site. Sign permits must be issued prior to the installation of signs on the site. Mechanical Equipment. At this time, the plans do not indicate whether any mechanical equipment will be located on the ground or placed on the roof. If located on the ground, the equipment must be screened, which is typically done with landscaping. If the equipment is roof Page 141 of 212 5 mounted, it must be screened from view noise unless it is less than three (3) feet in height. Screening materials must be aesthetically harmonious and compatible with the building. RECOMMENDATION Community Development Department staff recommends approval of the Kenrick Corner Second Addition preliminary and final plat and vacation of drainage and utility, easements subject to the following stipulations. 1. The recommendations listed in the December13, 2024 engineering report. 2. The site and building shall be developed in accordance with the plans approved by the City Council. 3. Landscaping shall be installed consistent with the approved landscape plan. A security shall be submitted with the development contract to guarantee installation of the approved landscaping. 4. The park dedication fee of $15,257.97 must be paid with the final plat. 5. If exterior mechanical equipment is to be placed on the site, it must be screened from view with landscaping and fencing if ground mounted or with fencing if roof mounted and over three feet in height. 6. If trash will be kept outside of the building, a trash enclosure must be shown on the plans and in compliance with the requirements of Section 11-18-11. The plans must be updated to reflect this information prior to City Council consideration. Page 142 of 212 Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Plat areaKENRICK AVE205TH ST 207TH ST KENRICK AVECity of Lakeville Location Map Kenrick Corner Second Addition Preliminary Plat EXHIBIT A Page 143 of 212 Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Plat areaKENRICK AVE205TH ST 207TH ST KENRICK AVECity of Lakeville Zoning Map Kenrick Corner Second Addition Preliminary Plat EXHIBIT B RM-2 RM-2 C-3 C-3 C-3 C-3 P/OS Page 144 of 212 EXHIBIT CPage 145 of 212 EXHIBIT DPage 146 of 212 EXHIBIT FPage 147 of 212 EXHIBIT GPage 148 of 212 EXHIBIT HPage 149 of 212 EXHIBIT IPage 150 of 212 EXHIBIT JPage 151 of 212 Disclaimer:The Lighting Analysis ("Lighting Design") provided by Satco Products Inc. represents an anticipated prediction of lightingsystem performance based upon design parameters and information supplied by others.These design parameters and informationprovided by others have not been field verified by Satco Products, Inc. and therefore actual measured results may vary from the actualfield conditions. Satco Products, Inc.recommends that design parameters and other information be field verified to reduce variation.Satco Products, Inc. neither warranties, either implied or stated regarding actual measured light levels or energy consumptionlevels ascompared to those illustrated by the Lighting Design. Satco Products, Inc. neither warranties, either impliedv or stated, nor representsthe appropriateness, completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirementsexcept for those specifically stated on drawings created and submitted by Satco Products, Inc. The Lighting design is issued, in wholeor in part, as advisory documents for informational purposes and is not intended for construction nor as being part of a project's constructiondocumentation package.By: Satco Products, Inc. 110 Heartland Blvd. Brentwood, NY 11717Scale: As NotedDate:12/23/2024Filename: Mesenbrink on Lakeville.AGILighting Layout: Version ADrawn By: NathanFilename: C:\Users\Nathan David\Documents\AAGI32\AGi32 Layouts\Winsupply Lakeville\Mesenbrink on Lakeville\Mesenbrink on Lakeville.AGIPage 1 of 1Job Name: Mesenbrink on LakevillePrepared For: WinsupplyTARGET ILLUMINANCE: 1-2 FCREADINGS TAKEN AT: 0" AFGFIXTURE MTG HT: 25' AFGLuminaire ScheduleSymbolQtyTagLabelArrangementLum. LumensCalculation SummaryLLFLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinDescriptionDescriptionPtSpcLrPtSpcTbMeter TypeEAST PARKING AREAIlluminanceFc2.6213.9Lum. WattsArr. WattsTotal Watts0.213.10165-842_Back ShieldSingle183421.000150W LED AREA LIGHT TYPE III W/ 65-877152.742152.742152.7422A65-842Single194881.000150W AREA LIGHT TYPE III1501503002B65-672Single82371.00060W FULL CUTOFF WALL PACK53.315253.315106.6369.50READINGS TAKEN AT 0" AFG1010HorizontalPROPERTY LINEIlluminanceFc0.140.90.0N.A.N.A.READINGS TAKEN AT 0" AFG10N.A.HorizontalWEST PARKING LOTIlluminanceFc2.8713.30.55.7426.60READINGS TAKEN AT 0" AFG1010HorizontalScale: 1 inch= 42.86 Ft.0.4 0.5 0.71.0 1.2 2.9 4.6 6.4 6.9 5.5 3.61.2 1.5 1.8 2.3 2.7 2.6 2.4 2.0 1.9 2.2 3.0 4.1 5.3 5.4 4.4 2.9 2.03.2 3.0 3.1 4.2 5.1 4.7 3.4 2.5 2.1 2.1 2.3 2.7 3.2 3.2 2.7 2.0 1.49.1 4.9 3.9 5.1 6.7 6.9 5.3 3.7 2.6 2.0 1.7 1.7 1.7 1.8 1.6 1.4 1.1 0.913.9 5.7 3.7 3.9 4.7 4.8 3.9 2.8 2.1 1.7 1.4 1.2 1.0 0.9 0.8 0.7 0.6 0.56.6 3.9 2.7 2.5 2.8 2.6 2.3 1.8 1.4 1.1 0.9 0.8 0.6 0.5 0.3 0.3 0.3 0.21.5 1.4 1.3 1.2 1.0 0.8 0.7 0.5 0.4 0.40.7 0.70.8 0.61.3 1.4 1.2 0.9 0.7 0.52.1 2.1 1.7 1.4 1.2 1.23.4 3.3 2.5 1.8 1.9 3.0 4.85.5 4.9 3.3 2.2 2.4 5.0 13.36.6 5.9 3.7 2.4 2.3 4.4 9.95.2 3.5 2.3 1.9 2.4 3.03.7 2.7 1.9 1.4 1.2 1.02.3 2.0 1.5 1.00.10.20.20.20.40.70.80.90.90.90.70.60.50.40.40.50.50.50.40.40.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.00.00.00.00.00.00.00.00.10.10.10.20.20.30.30.30.30.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.50.50.50.40.30.1EXHIBIT KPage 152 of 212 SATCO.COM | 800-437-2826 © Satco Products, Inc. All rights reserved 2024 Project/Job Name: Location: Fixture Type: Notes: 65-672 - 60 Watt Full Cutoff LED Wall Pack; CCT Selectable; 7200-7500 Lumens; DLC Premium CCT Selectable Has Driver ELECTRICAL Technology:LED Watts:60W Volts:120V-277V Lumens:7200L-7500L Lamp Base :Integrated CRI:80 CCT (Kelvins):3000K/4000K/5000K Beam Spread :90x100 Hours Rated:50000 Dimmable:Yes-Dimmable Dimmable Down To %:100 to 20 percent Incandescent Equivalent :400W HID Equivalent :150W-200W Operating Temperature :-40C (-40F) to +40C (+104F) Lamp Included :Integrated Replaceable Light Source :No Connection:Hardwire Surge Protection :Built-in surge protection - 4KV THD:10.42% Power Factor :>0.9 Voltage Type:Range Voltage Warranty:5 Year Limited - Fixtures PACKAGING Each UPC:045923655272 Each Quantity:1 Each Dimensions:13.78 x 7.28 x 9.06 Case UPC:10045923655279 Case Quantity:4 Case Dimensions:15.55 x 14.57 x 19.49 PHYSICAL Finish:Bronze Lens Material:Impact Resistant PC Dimensions:W:12.61" H:5.09" E:6.86" Weight (Lbs.):5.07 Material:Die-Cast Aluminum INSTALLATION Wire Temperature:105C (221F) COMPLIANCE Safety Listing:cULus - Certified Location Rating:Wet Indoor/Outoor:Outdoor Energy Star Qualified:No DLC Approved:Yes DLC Classification:Premium DLC ID:PLXV561HFHT2 CA Prop 65:Lead BAA Compliant:No NOM Certificate No.:NTEC21ELM006566!NTEC21ELM 006566-FR1 NOM Expiration Date:11/10/2022 ADA Compliant:No FCC Compliant:Yes IP Rating:IP65 RoHS Compliant:Yes B.U.G Rating:B2-U2-G1 Restrictions:No Restrictions Page 153 of 212 SATCO.COM | 800-437-2826 © Satco Products, Inc. All rights reserved 2024 Project/Job Name: Location: Fixture Type: Notes: 65-842 - LED Area Light Type III; 150W; Bronze Finish; 4000K; 120-277V ELECTRICAL Technology:LED Watts:150W Volts:120V-277V Lumens:19507L Lamp Base :Integrated CRI:80 R9 Value :12 CCT (Kelvins):4000K Hours Rated:50000 Dimmable:Yes-Dimmable Dimmable Down To %:100 to 20 percent Incandescent Equivalent :450W HID Equivalent :320W Operating Temperature :-40C (-40F) to +45C (+113F) Lamp Included :Integrated Number of Lamps :1 Replaceable Light Source :No Connection:Hardwire Surge Protection :Built-in surge protection - 4KV THD:15% Power Factor :>0.9 Voltage Type:Range Voltage Warranty:5 Year Limited - Fixtures PACKAGING Each UPC:045923651472 Each Quantity:1 Each Dimensions:23.23 x 14.37 x 5.71 Case UPC:10045923651479 Case Quantity:1 Case Dimensions:23.23 x 14.37 x 5.71 PHYSICAL Finish:Bronze Lens Material:Polycarbonate (PC) Dimensions:L:20.71" W:12.40" H:3.11" Weight (Lbs.):8.08 Material:Die-Cast Aluminum Sensor:Optional COMPLIANCE Safety Listing:cULus - Certified Location Rating:Wet Indoor/Outoor:Indoor; Outdoor Energy Star Qualified:No DLC Approved:Yes DLC Classification:Premium DLC ID:PLIL4Z6YAG9O CA Prop 65:Lead BAA Compliant:No ADA Compliant:No FCC Compliant:Yes IP Rating:IP65 IK Rating:IK10 RoHS Compliant:Yes B.U.G Rating:B3-U2-G3 Restrictions:No Restrictions INFO Additional Info:Powder Coated Specification Note:Type III Light Distribution Includes:2-3/8 inch Slip-fitter Mount Page 154 of 212 MICROREF/FREZGENERAL STORAGE BREAK EMPLOYEE ENTRANCE UTILITY SECURE STORAGE VAULT RETAIL WAITING ROOM SECURITY SECURE DELIVERY 10'-0"48'-212"10'-2"7'-6"15'-0"23'-11"57'-10"36'-312"39'-4"10'-0" 22'-512" 1 1/8" = 1'-0" FIT PLAN - P2 16'8'0 4' Kenric Ave Retail09.11.2024 west elevation south elevation north elevation east elevationN N N N rendering by:EXHIBIT L Page 155 of 212 rendering by:MICROREF/FREZGENERAL STORAGE BREAK EMPLOYEE ENTRANCE UTILITY SECURE STORAGE VAULT RETAIL WAITING ROOM SECURITY SECURE DELIVERY 10'-0"48'-212"10'-2"7'-6"15'-0"23'-11"57'-10"36'-312"39'-4"10'-0" 22'-512" 1 1/8" = 1'-0" FIT PLAN - P2 16'8'0 4' Kenric Ave Retail09.11.2024 N 60% 32% material breakdown by elevation: southwest perspective. Page 156 of 212 MICROREF/FREZGENERAL STORAGE BREAK EMPLOYEE ENTRANCE UTILITY SECURE STORAGE VAULT RETAIL WAITING ROOM SECURITY SECURE DELIVERY 10'-0"48'-212"10'-2"7'-6"15'-0"23'-11"57'-10"36'-312"39'-4"10'-0" 22'-512" 1 1/8" = 1'-0" FIT PLAN - P2 16'8'0 4' Kenric Ave Retail09.11.2024 N rendering by: southwest perspective with surrounding properties. Page 157 of 212 MICRO REF/ FREZ GENERALSTORAGEBREAK ROOM/EMPLOYEE ACCESSEMPLOYEEENTRANCEUTILITYSTORAGEENTRYDELIVERY10'-0"48'-212"10'-2"7'-6"15'-0"23'-11"57'-10"36'-312"39'-4"10'-0"22'-512"11/8" = 1'-0"FIT PLAN - P216'8'04'Kenrick Ave Retail09.11.2024DRAFT Retail Floor Plan(West Elevation)EXHIBIT MPage 158 of 212 TPNDC1T1FDS1F1GFITPNDC1T1FDS1F1TPNDT1GFIK-4960-ETBARDONC_URINALSVITREOUS CHINA K-8487HANDSHOWER KITPREMIUM MATERIALSK-8487HANDSHOWER KITPREMIUM MATERIALS 10'-6"11'-412"58'-6"39'-812"WHMICROREF/FREZ57'-10" 30'-7" 10'-6"9'-0"15'-4"10'-6"9'-0"15'-6"14'-9"REHABSAUNAGYMOFFICE AOFFICE B OFFICE CLOBBYTREATMENT 1TREATMENT 2TREATMENT 3TREATMENT 4TREATMENT 6TREATMENT 5TREATMENT 7WAITINGMENSWOMENSSHOWER 1SHOWER 22,400 SFGENERALSTORAGEBREAKEMPLOYEEENTRANCEUTILITY11/8" = 1'-0"FIT PLAN - P216'8'04'Kenrick Ave Wellness & Rehab Center09.11.2024Page 159 of 212 EXHIBIT DPage 160 of 212 EXHIBIT E Page 161 of 212 EXHIBIT FPage 162 of 212 EXHIBIT GPage 163 of 212 EXHIBIT HPage 164 of 212 EXHIBIT IPage 165 of 212 EXHIBIT JPage 166 of 212 Disclaimer:The Lighting Analysis ("Lighting Design") provided by Satco Products Inc. represents an anticipated prediction of lightingsystem performance based upon design parameters and information supplied by others.These design parameters and informationprovided by others have not been field verified by Satco Products, Inc. and therefore actual measured results may vary from the actualfield conditions. Satco Products, Inc.recommends that design parameters and other information be field verified to reduce variation.Satco Products, Inc. neither warranties, either implied or stated regarding actual measured light levels or energy consumptionlevels ascompared to those illustrated by the Lighting Design. Satco Products, Inc. neither warranties, either impliedv or stated, nor representsthe appropriateness, completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirementsexcept for those specifically stated on drawings created and submitted by Satco Products, Inc. The Lighting design is issued, in wholeor in part, as advisory documents for informational purposes and is not intended for construction nor as being part of a project's constructiondocumentation package.By: Satco Products, Inc. 110 Heartland Blvd. Brentwood, NY 11717Scale: As NotedDate:12/23/2024Filename: Mesenbrink on Lakeville.AGILighting Layout: Version ADrawn By: NathanFilename: C:\Users\Nathan David\Documents\AAGI32\AGi32 Layouts\Winsupply Lakeville\Mesenbrink on Lakeville\Mesenbrink on Lakeville.AGIPage 1 of 1Job Name: Mesenbrink on LakevillePrepared For: WinsupplyTARGET ILLUMINANCE: 1-2 FCREADINGS TAKEN AT: 0" AFGFIXTURE MTG HT: 25' AFGLuminaire ScheduleSymbolQtyTagLabelArrangementLum. LumensCalculation SummaryLLFLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinDescriptionDescriptionPtSpcLrPtSpcTbMeter TypeEAST PARKING AREAIlluminanceFc2.6213.9Lum. WattsArr. WattsTotal Watts0.213.10165-842_Back ShieldSingle183421.000150W LED AREA LIGHT TYPE III W/ 65-877152.742152.742152.7422A65-842Single194881.000150W AREA LIGHT TYPE III1501503002B65-672Single82371.00060W FULL CUTOFF WALL PACK53.315253.315106.6369.50READINGS TAKEN AT 0" AFG1010HorizontalPROPERTY LINEIlluminanceFc0.140.90.0N.A.N.A.READINGS TAKEN AT 0" AFG10N.A.HorizontalWEST PARKING LOTIlluminanceFc2.8713.30.55.7426.60READINGS TAKEN AT 0" AFG1010HorizontalScale: 1 inch= 42.86 Ft.0.4 0.5 0.71.0 1.2 2.9 4.6 6.4 6.9 5.5 3.61.2 1.5 1.8 2.3 2.7 2.6 2.4 2.0 1.9 2.2 3.0 4.1 5.3 5.4 4.4 2.9 2.03.2 3.0 3.1 4.2 5.1 4.7 3.4 2.5 2.1 2.1 2.3 2.7 3.2 3.2 2.7 2.0 1.49.1 4.9 3.9 5.1 6.7 6.9 5.3 3.7 2.6 2.0 1.7 1.7 1.7 1.8 1.6 1.4 1.1 0.913.9 5.7 3.7 3.9 4.7 4.8 3.9 2.8 2.1 1.7 1.4 1.2 1.0 0.9 0.8 0.7 0.6 0.56.6 3.9 2.7 2.5 2.8 2.6 2.3 1.8 1.4 1.1 0.9 0.8 0.6 0.5 0.3 0.3 0.3 0.21.5 1.4 1.3 1.2 1.0 0.8 0.7 0.5 0.4 0.40.7 0.70.8 0.61.3 1.4 1.2 0.9 0.7 0.52.1 2.1 1.7 1.4 1.2 1.23.4 3.3 2.5 1.8 1.9 3.0 4.85.5 4.9 3.3 2.2 2.4 5.0 13.36.6 5.9 3.7 2.4 2.3 4.4 9.95.2 3.5 2.3 1.9 2.4 3.03.7 2.7 1.9 1.4 1.2 1.02.3 2.0 1.5 1.00.10.20.20.20.40.70.80.90.90.90.70.60.50.40.40.50.50.50.40.40.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.00.00.00.00.00.00.00.00.10.10.10.20.20.30.30.30.30.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.50.50.50.40.30.1EXHIBIT KPage 167 of 212 SATCO.COM | 800-437-2826 © Satco Products, Inc. All rights reserved 2024 Project/Job Name: Location: Fixture Type: Notes: 65-672 - 60 Watt Full Cutoff LED Wall Pack; CCT Selectable; 7200-7500 Lumens; DLC Premium CCT Selectable Has Driver ELECTRICAL Technology:LED Watts:60W Volts:120V-277V Lumens:7200L-7500L Lamp Base :Integrated CRI:80 CCT (Kelvins):3000K/4000K/5000K Beam Spread :90x100 Hours Rated:50000 Dimmable:Yes-Dimmable Dimmable Down To %:100 to 20 percent Incandescent Equivalent :400W HID Equivalent :150W-200W Operating Temperature :-40C (-40F) to +40C (+104F) Lamp Included :Integrated Replaceable Light Source :No Connection:Hardwire Surge Protection :Built-in surge protection - 4KV THD:10.42% Power Factor :>0.9 Voltage Type:Range Voltage Warranty:5 Year Limited - Fixtures PACKAGING Each UPC:045923655272 Each Quantity:1 Each Dimensions:13.78 x 7.28 x 9.06 Case UPC:10045923655279 Case Quantity:4 Case Dimensions:15.55 x 14.57 x 19.49 PHYSICAL Finish:Bronze Lens Material:Impact Resistant PC Dimensions:W:12.61" H:5.09" E:6.86" Weight (Lbs.):5.07 Material:Die-Cast Aluminum INSTALLATION Wire Temperature:105C (221F) COMPLIANCE Safety Listing:cULus - Certified Location Rating:Wet Indoor/Outoor:Outdoor Energy Star Qualified:No DLC Approved:Yes DLC Classification:Premium DLC ID:PLXV561HFHT2 CA Prop 65:Lead BAA Compliant:No NOM Certificate No.:NTEC21ELM006566!NTEC21ELM 006566-FR1 NOM Expiration Date:11/10/2022 ADA Compliant:No FCC Compliant:Yes IP Rating:IP65 RoHS Compliant:Yes B.U.G Rating:B2-U2-G1 Restrictions:No Restrictions Page 168 of 212 SATCO.COM | 800-437-2826 © Satco Products, Inc. All rights reserved 2024 Project/Job Name: Location: Fixture Type: Notes: 65-842 - LED Area Light Type III; 150W; Bronze Finish; 4000K; 120-277V ELECTRICAL Technology:LED Watts:150W Volts:120V-277V Lumens:19507L Lamp Base :Integrated CRI:80 R9 Value :12 CCT (Kelvins):4000K Hours Rated:50000 Dimmable:Yes-Dimmable Dimmable Down To %:100 to 20 percent Incandescent Equivalent :450W HID Equivalent :320W Operating Temperature :-40C (-40F) to +45C (+113F) Lamp Included :Integrated Number of Lamps :1 Replaceable Light Source :No Connection:Hardwire Surge Protection :Built-in surge protection - 4KV THD:15% Power Factor :>0.9 Voltage Type:Range Voltage Warranty:5 Year Limited - Fixtures PACKAGING Each UPC:045923651472 Each Quantity:1 Each Dimensions:23.23 x 14.37 x 5.71 Case UPC:10045923651479 Case Quantity:1 Case Dimensions:23.23 x 14.37 x 5.71 PHYSICAL Finish:Bronze Lens Material:Polycarbonate (PC) Dimensions:L:20.71" W:12.40" H:3.11" Weight (Lbs.):8.08 Material:Die-Cast Aluminum Sensor:Optional COMPLIANCE Safety Listing:cULus - Certified Location Rating:Wet Indoor/Outoor:Indoor; Outdoor Energy Star Qualified:No DLC Approved:Yes DLC Classification:Premium DLC ID:PLIL4Z6YAG9O CA Prop 65:Lead BAA Compliant:No ADA Compliant:No FCC Compliant:Yes IP Rating:IP65 IK Rating:IK10 RoHS Compliant:Yes B.U.G Rating:B3-U2-G3 Restrictions:No Restrictions INFO Additional Info:Powder Coated Specification Note:Type III Light Distribution Includes:2-3/8 inch Slip-fitter Mount Page 169 of 212 MICROREF/FREZGENERAL STORAGE BREAK EMPLOYEE ENTRANCE UTILITY SECURE STORAGE VAULT RETAIL WAITING ROOM SECURITY SECURE DELIVERY 10'-0"48'-212"10'-2"7'-6"15'-0"23'-11"57'-10"36'-312"39'-4"10'-0" 22'-512" 1 1/8" = 1'-0" FIT PLAN - P2 16'8'0 4' Kenric Ave Retail09.11.2024 west elevation south elevation north elevation east elevationN N N N rendering by:EXHIBIT L Page 170 of 212 rendering by:MICROREF/FREZGENERAL STORAGE BREAK EMPLOYEE ENTRANCE UTILITY SECURE STORAGE VAULT RETAIL WAITING ROOM SECURITY SECURE DELIVERY 10'-0"48'-212"10'-2"7'-6"15'-0"23'-11"57'-10"36'-312"39'-4"10'-0" 22'-512" 1 1/8" = 1'-0" FIT PLAN - P2 16'8'0 4' Kenric Ave Retail09.11.2024 N 60% 32% material breakdown by elevation: southwest perspective. Page 171 of 212 MICROREF/FREZGENERAL STORAGE BREAK EMPLOYEE ENTRANCE UTILITY SECURE STORAGE VAULT RETAIL WAITING ROOM SECURITY SECURE DELIVERY 10'-0"48'-212"10'-2"7'-6"15'-0"23'-11"57'-10"36'-312"39'-4"10'-0" 22'-512" 1 1/8" = 1'-0" FIT PLAN - P2 16'8'0 4' Kenric Ave Retail09.11.2024 N rendering by: southwest perspective with surrounding properties. Page 172 of 212 MICRO REF/ FREZ GENERALSTORAGEBREAK ROOM/EMPLOYEE ACCESSEMPLOYEEENTRANCEUTILITYSTORAGEENTRYDELIVERY10'-0"48'-212"10'-2"7'-6"15'-0"23'-11"57'-10"36'-312"39'-4"10'-0"22'-512"11/8" = 1'-0"FIT PLAN - P216'8'04'Kenrick Ave Retail09.11.2024DRAFT Retail Floor Plan(West Elevation)EXHIBIT MPage 173 of 212 TPNDC1T1FDS1F1GFITPNDC1T1FDS1F1TPNDT1GFIK-4960-ETBARDONC_URINALSVITREOUS CHINA K-8487HANDSHOWER KITPREMIUM MATERIALSK-8487HANDSHOWER KITPREMIUM MATERIALS 10'-6"11'-412"58'-6"39'-812"WHMICROREF/FREZ57'-10" 30'-7" 10'-6"9'-0"15'-4"10'-6"9'-0"15'-6"14'-9"REHABSAUNAGYMOFFICE AOFFICE B OFFICE CLOBBYTREATMENT 1TREATMENT 2TREATMENT 3TREATMENT 4TREATMENT 6TREATMENT 5TREATMENT 7WAITINGMENSWOMENSSHOWER 1SHOWER 22,400 SFGENERALSTORAGEBREAKEMPLOYEEENTRANCEUTILITY11/8" = 1'-0"FIT PLAN - P216'8'04'Kenrick Ave Wellness & Rehab Center09.11.2024Page 174 of 212 City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Planning Manager From: Jon Nelson, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Copy: Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director Date: December 13, 2024 Subject: Kenrick Corner Second Addition • Preliminary and Final Plat • Easement Vacation • Preliminary and Final Grading and Erosion Control Plan • Preliminary and Final Tree Preservation • Preliminary and Final Utility Plan BBAACCKKGGRROOUUNNDD Mesenbrink Construction and Engineering representatives have submitted a preliminary and final plat named Kenrick Corner Second Addition. The proposed development is located east of and adjacent to Kenrick Avenue and north of 205th Street. The parent parcel consists of Outlot A, Kenrick Corner, and is zoned C-3, General Commercial District. The preliminary and final plat consists of one commercial lot within one block on 1.61 acres. The proposed development will be completed by: Developer: Mesenbrink Construction and Engineering Engineer/Surveyor: Rehder & Associates, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The Kenrick Corner Second Addition site consists primarily of undeveloped agricultural land draining northwest to southeast. There is a graded swale on the north end of the site draining west to east. There are overhead utility lines along Kenrick Avenue on the west end of the site. Page 175 of 212 KKEENNRRIICCKK CCOORRNNEERR SSEECCOONNDD AADDDDIITTIIOONN DDEECCEEMMBBEERR 1133,, 22002244 PPAAGGEE 22 OOFF 77 EEAASSEEMMEENNTTSS//EEAASSEEMMEENNTT VVAACCAATTIIOONNSS The existing drainage and utility easements on the parent parcel, along the south property line, will be vacated in conjunction with the preliminary plat. Prior to recording of the final plat: • A 10-foot-wide drainage and utility easement along the north plat boundary shall be shown on the final plat. A cross access easement for the private road over Lot 1, Block 1 benefitting Lots 1 and 2, Block 1, Kenrick Corner Addition is required and has been recorded against the property. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Access to the site will be from both 205th Street and Kenrick Avenue. A privately owned and maintained drive lane exists within the development. Curb and gutter shall be installed along the frontage of the existing private roadway to provide an urban road section. Kenrick Avenue Kenrick Corner Second Addition is located east of and adjacent to Kenrick Avenue, a City roadway classified as a minor arterial. Kenrick Avenue is constructed as a two-lane undivided rural roadway adjacent to the plat. The existing right-of-way is a total of 100 feet. No additional right-of-way is required, and no construction improvements are proposed with Kenrick Corner Second Addition. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction is restricted to the Kenrick Avenue private drive entrance. PPAARRKKSS,, TTRRAAIILLSS,, AANNDD SSII DDEEWWAALLKKSS Development of Kenrick Corner Second Addition does not include the construction of public trails and sidewalks. The Park Dedication requirement has not been collected on the parent parcel and will be satisfied through a cash contribution. The Park Dedication requirement will be collected with the final plat, calculated as follows: Dedication Requirement Summary Gross Area of Kenrick Corner Second Addition 1.61 acres Total Buildable Area 1.61 acres 1.61 acres x $9,477 = $15,257.97 Buildable Area Kenrick Corner Second Addition 2025 Unit Rate Dedication Requirement Kenrick Corner Second Addition Page 176 of 212 KKEENNRRIICCKK CCOORRNNEERR SSEECCOONNDD AADDDDIITTIIOONN DDEECCEEMMBBEERR 1133,, 22002244 PPAAGGEE 33 OOFF 77 UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR Kenrick Corner Second Addition is located within subdistrict SC-13030 of the South Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed through City sanitary sewer to the MCES interceptor monitored by meter M649. Wastewater treatment is provided by the Empire Township Treatment Facility. Development of Kenrick Corner Second Addition includes the construction of privately owned and maintained sanitary sewer. A 6-inch sanitary sewer service will be extended from an existing service stub adjacent to the private roadway on the south side of the platted area. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and must be paid with the building permit application. WWAATTEERRMMAAIINN Development of Kenrick Corner Second Addition includes the construction of privately owned and maintained water service. 6-inch water service will be extended from an existing service stub adjacent to the private roadway on the south side of the platted area. The Lateral Watermain Charge for the front footage along Kenrick Avenue must be paid with the final plat, and is calculated as follows: Lateral Watermain Charge Summary 138 feet x $48.00/foot = $6,624.00 Total Front Foot Kenrick Avenue 2025 Unit Rate Lateral Watermain Charge Kenrick Corner Second Addition OOVVEERRHHEEAADD LLIINN EESS Existing aboveground equipment (utility lines and poles) are located along the west side of the parent parcel. The aboveground equipment is required to be undergrounded along the frontage of Kenrick Corner final plat and Kenrick Corner Second Addition final plat, consistent with the City’s Public Ways and Property Ordinance and Kenrick Corner Development Agreement. A cash escrow is required for undergrounding of the lines adjacent to Kenrick Corner Second Addition in conformance with City Ordinance requirements. The escrow amount of $21,041.06 is based on a cost estimate provided by the facility owner, Dakota Electric Association, for the work necessary to complete the undergrounding of the Kenrick Corner Second Addition plat frontage and has been prorated to reflect the front footage adjacent to Lot 1, Block 1, only. Page 177 of 212 KKEENNRRIICCKK CCOORRNNEERR SSEECCOONNDD AADDDDIITTIIOONN DDEECCEEMMBBEERR 1133,, 22002244 PPAAGGEE 44 OOFF 77 DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Kenrick Corner Second Addition is located within subdistricts ML-076 and ML-077 of the Marion Lake stormwater district, as identified in the City’s Water Resources Management Plan. Development of Kenrick Corner Second Addition includes drainage to the existing stormwater basin located in Outlot B, Kenrick Corner. The basin was constructed with the Springbrook development, expanded with the Kenrick Corner development, and was sized to accommodate the development of the Kenrick Corner Second Addition. The basin is owned and maintained by the City. The stormwater management design is consistent with the City’s stormwater management ordinance. The Developer must certify to the City that all lots with footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. Prior to issuance of building permits, the soils observation and testing report, including referenced lot descriptions, and an as-built certified grading plan must be submitted and approved by City staff. Kenrick Corner Second Addition does not contain more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity shall be applied for as required from the Minnesota Pollution Control Agency. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. RREETTAAIINNIINNGG WWAALLLLSS Development of Kenrick Corner Second Addition includes the construction of privately owned and maintained retaining walls. All modular block retaining walls constructed as part of the subdivision grading plan must meet MN/DOT requirements. A registered engineer must design any retaining wall that has a combined height greater than four feet (4'). The building official must approve the retaining wall plans and each retaining wall is subject to issuance of a separate building permit. The walls must be constructed prior to the issuance of building permits. An encroachment agreement is required with the final plat for the retaining walls proposed within drainage and utility easements. The retaining walls will be owned and maintained by the development. The Developer shall post a $15,000.00 security with the final plat for construction of the walls. SSTTOORRMM SSEEWWEERR Development of Kenrick Corner Second Addition includes the construction of a private storm sewer system. Storm sewer will be constructed within Lot 1 to collect and convey stormwater runoff generated from within the site to the public stormwater management basin located within Outlot B, Kenrick Corner. An environmental structure will provide pretreatment prior to entering the public stormwater management basin located within Outlot B, Kenrick Corner. The Developer shall enter into a stormwater maintenance agreement and grant an easement Page 178 of 212 KKEENNRRIICCKK CCOORRNNEERR SSEECCOONNDD AADDDDIITTIIOONN DDEECCEEMMBBEERR 1133,, 22002244 PPAAGGEE 55 OOFF 77 to the City over the environmental structure. Security shall be held restoration of the City owned basin impacted by construction. Draintile construction is required in areas of non-granular soils within Kenrick Corner Second Addition for the street sub-cuts and lots. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the developer’s responsibility to install and finance. The Storm Sewer Charge has not been collected on the parent parcel and will be collected with the final plat, calculated as follows: Storm Sewer Charge Summary Gross Area of Kenrick Corner Second Addition 70,132 s.f. Total Storm Sewer Charge Area 70,132 s.f. 70,132 s.f. x $0.250/s.f. = $17,533.00 Net Area Kenrick Corner Second Addition 2025 Unit Rate Storm Sewer Charge Kenrick Corner Second Addition Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FEMA FLOODPLAIN ANALYSIS Kenrick Corner Second Addition is shown on Flood Insurance Rate Map (Map No. 27037C0193E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no wetlands located on the site. TTRREEEE PPRREESSEERRVVAATTIIOONN The plan identifies a total of 67 trees onsite. As proposed, 54 trees will be saved, and 13 will be removed. Measures to protect significant trees as identified in the Tree Preservation ordinance (10-4- 11), including but not limited to tree protection fencing and erosion control measures, are to be installed prior to the start of tree removals or other site work and maintained throughout construction. Trees to be preserved that are damaged or removed will require replacement. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and Page 179 of 212 KKEENNRRIICCKK CCOORRNNEERR SSEECCOONNDD AADDDDIITTIIOONN DDEECCEEMMBBEERR 1133,, 22002244 PPAAGGEE 66 OOFF 77 sediment BMPS be clearly outlined in a site’s SWPPP. No grading or tree removals can take place until the City has reviewed and approved the SWPPP for the site. Changes made throughout construction must be documented in the SWPPP. The MS4 Administration Fee has not been collected on the parent parcel and shall be paid with the final plat, calculated as follows: $22,000.00 x 2% = $440.00 Grading Cost Kenrick Corner Second Addition 2025 Rate MS4 Administration Fee Kenrick Corner Second Addition SECURITIES The Developers shall provide a Letter of Credit as security for the Developer-installed improvements relating to Kenrick Corner Second Addition. CONSTRUCTION COSTS Storm Sewer Connection Site Grading, Erosion Control, Restoration $ 5,000.00 15,000.00 SUBTOTAL - CONSTRUCTION COSTS $ 20,000.00 OTHER COSTS Developer’s Design (3.0%) $ 600.00 Developer’s Construction Survey (2.5%) 500.00 City’s Legal Expense (0.5%) 100.00 City Construction Observation (5.0%) 1,000.00 Developer’s Record Drawing (0.5%) 100.00 Landscaping Retaining Walls 17,500.00 15,000.00 Lot Corners/Iron Monuments 100.00 SUBTOTAL - OTHER COSTS $ 34,900.00 TOTAL PROJECT SECURITY $ 54,900.00 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $100.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all irons have been placed following site grading, street, and utility construction. CASH FEES A cash fee for one-year of streetlight operating expenses shall be paid with the final plat and is calculated as follows: Page 180 of 212 KKEENNRRIICCKK CCOORRNNEERR SSEECCOONNDD AADDDDIITTIIOONN DDEECCEEMMBBEERR 1133,, 22002244 PPAAGGEE 77 OOFF 77 138 feet x $1.13/front foot = $155.94 Total Front Foot Kenrick Corner Second Addition 2025 Rate Streetlight Operating Fee Kenrick Corner Second Addition A cash fee for one-year of environmental resources management expenses shall be paid with the final plat and is calculated as follows: 1 unit x $61.52/unit x 4.20 = $258.38 Total Units Kenrick Corner Second Addition 2025 Rate Utility Factor Environmental Resources Fee Kenrick Corner Second Addition A cash fee for the preparation of addressing, property data, and City base map updating shall be paid with the final plat and is calculated as follows: 1 lot x $90.00/unit = $90.00 Lots/Outlots Kenrick Corner Second Addition 2025 Rate Property Data & Asset/Infrastructure Mgmt. Fee Kenrick Corner Second Addition The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be in .pdf format and either .dwg (AutoCAD),.dxf, or .shx format. The Developer shall pay a cash fee for City Engineering Administration. The fee for City Engineering Administration is based on three percent (3.00%) of the estimated construction cost, or $600.00. CASH REQUIREMENTS Park Dedication $ 15,257.97 Storm Sewer Charge 17,533.00 MS4 Administration Fee 440.00 Streetlight Operating Fee 155.94 Environmental Resources Management Fee 258.38 Property Data and Asset/Infrastructure Management Fee Lateral Watermain Charge Future Burial of Overhead Utilities 90.00 6,624.00 21,041.06 City Engineering Administration (3.00%) 600.00 TOTAL CASH REQUIREMENTS $ 62,000.35 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary and final plat, easement vacation, preliminary and final grading and erosion control plan, preliminary and final tree preservation, and preliminary and final utility plan for Kenrick Corner Second Addition, subject to the requirements and stipulations within this report. Page 181 of 212 Date: 3/3/2025 Consider a Preliminary Plat for Airlake DEA 2nd Addition Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution for the preliminary plat of Airlake DEA 2nd Addition Overview Dakota Electric Association (DEA) representatives have submitted a preliminary plat for Airlake DEA 2nd Addition. The proposed plat includes a one lot and one outlot subdivision on a 77.85- acre parcel. DEA plans to relocate their existing headquarters from Farmington to Lakeville on Lot 1 of Airlake DEA 2nd Addition. The proposed development of Lot 1 would include a 176,685 square-foot office, warehouse, and storage building along with parking, outdoor storage, and stormwater improvements. The property is located east of Cedar Avenue (CSAH 23) and north of 225th Street. The property is zoned I-2, General Industrial District and guided Industrial in the 2040 Comprehensive Plan. The proposed preliminary plat meets the recommended goals and objectives of the zoning code and comprehensive plan. The new facility for Dakota Electric Association consists of several different functions housed within adjoining building structures. Office functions are housed in a roughly 70,000 square-foot two-story building. There will also be warehouse and maintenance storage and company-enclosed vehicle storage. The proposed building exceeds setback requirements and complies with exterior building material requirements. Employee and guest access would be from 225th Street while construction and fleet vehicles would access the site from 222nd Street. City staff met with township board members and the township clerk to share information regarding the proposed development and future alignment of 222nd Street. There are no wetlands or significant trees within the proposed plat. Stormwater runoff will be collected in a private infiltration basin along the northern part of the parcel. The Planning Commission held a public hearing on the Airlake DEA 2nd Addition preliminary plat at the February 20, 2025 meeting and unanimously recommended approval. There was no public comment. Supporting Information 1. Preliminary Plat Resolution 2. February 20, 2025 Planning Commission draft meeting minutes 3. February 11, 2025 Staff Planning and Engineering reports and Exhibits A-F 4. Staff Report Exhibits H-I Page 182 of 212 Financial Impact: $0 Budgeted: No Source: Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Heather Botten, Senior Planner Page 183 of 212 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 25-____ RESOLUTION APPROVING THE PRELIMINARY PLAT OF AIRLAKE DEA 2nd ADDITION WHEREAS, Dakota Electric Association requests approval of the preliminary plat of a one lot, one outlot subdivision to be known as Airlake DEA 2nd Addition; and WHEREAS, the Planning Commission held a public hearing at its February 20, 2025 meeting, preceded by notice as required by the Subdivision Ordinance, and unanimously recommended approval; and WHEREAS, the preliminary plat meets Subdivision Ordinance requirements; and WHEREAS, the preliminary plat is acceptable to the City. NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: The Airlake DEA 2nd Addition preliminary plat is approved subject to the following conditions: 1. Implementation of the recommendations listed in the engineering report dated February 11, 2025 and any subsequent correspondence. 2. The final plat shall be in substantial conformance with the preliminary plans on file with the Community Development Department except as may be modified by the conditions herein. 3. A development contract and related agreements shall be approved by the City Council with the approval of the final plat. 4. The site and building shall be developed in accordance with the plans approved by the City Council. 5. Landscaping shall be installed consistent with the approved landscape plan. A financial security shall be submitted with the development contract to guarantee installation of the approved landscaping. All landscaped areas within and adjacent to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in road right-of-way. 6. The park dedication fee of $216,177.50 must be paid with the final plat. 7. Ground mounted mechanical equipment must be screened from view with landscaping and fencing. 8. All signs shall comply with the Zoning Ordinance requirements for the I-2 District. A sign permit shall be issued by the Community Development Department prior to the installation of any signs. 9. Site lighting shall not exceed one foot candle at the property line adjacent to public right-of-way. All exterior light fixtures shall be down-cast design so as not to glare onto public right-of-way. The maximum height of light poles is 35 feet. 10. An administrative permit is required for the installation of the fuel tanks. Page 184 of 212 2 ADOPTED by the Lakeville City Council this 3rd day of March 2025. CITY OF LAKEVILLE Luke M. Hellier, Mayor ATTEST: _______________________ Ann Orlofsky, City Clerk Page 185 of 212 CITY OF LAKEVILLE. PLANNING COMMISSION MEETING MINUTES February 20, 2025 Chair Majorowicz called the meeting to order at 6:00 p.m. in the Council Chambers at City Hall. The Pledge of Allegiance to the flag was given. Members Present: Chair Jenna Majorowicz, Scott Einck, Pat Kaluza, Jason Swenson, Amanda Tinsley, Christine Zimmer, Patty Zuzek, Ex-Officio Jeff Hanson. Staff Present: Tina Goodroad, Community Development Director; Kris Jenson, Planning Manager; Heather Botten, Senior Planner; Jon Nelson, Assistant City Engineer; Dawn Erickson, Recording Secretary. 3. Approval of the Meeting Minutes The February 6, 2025 Planning Commission meeting minutes and the February 6, 2025 Planning Commission and Parks, Recreation & Natural Resources Committee joint work session minutes were approved as presented. 4. Announcements Planning Manager Kris Jenson stated if the items are not tabled they will move forward to the March 3, 2025 City Council meeting. 5. Public Hearing - Airlake DEA 2nd Addition Chair Majorowicz opened the public hearing to consider the application for a preliminary plat for a one lot and one outlot subdivision by Dakota Electric Association (DEA) to be known as Airlake DEA 2nd Addition, located east of Cedar Avenue (CSAH 23) and north of 225th Street. Jeff Schoenecker, on behalf of DEA, stated this project is for the future headquarters facility for DEA. Mr. Schoenecker stated they would like to start construction in late spring/early summer and expect that construction of the facility will take two years. Senior Planner Heather Botten presented the staff report, stating the applicant proposes a preliminary plat that includes one lot and one outlot on a 77.85 acre parcel. DEA proposes to move their existing headquarters from Farmington and this site allows for an expansion and upgrade of their facilities. The proposed development would include a 176,685 square foot office, warehouse, and storage building along with parking, outdoor storage, and stormwater improvements. Chair Majorowicz opened the hearing to the public for comment. There were no public comments. Motion was made by Zimmer, seconded by Kaluza to close the public hearing at 6:10 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Majorowicz asked for comments from the Planning Commission. Discussion points included: Page 186 of 212 Planning Commission Meeting Minutes, February 20, 2025 Page 2 •Commissioner Swenson inquired about the reasoning to have the employee and visitor access from 225th Street, given it is a gravel road. Mr. Schoenecker indicated the intention is to use 222nd Street as a truck entrance, and 225th Street for deliveries, members, and employees of DEA. Community Development Director Tina Goodroad stated the city met with township board members and the township clerk regarding this street and the proposed project. •Commissioner Zimmer expressed support for the proposed project. Motion was made by Kaluza, seconded by Swenson to recommend to City Council approval of the Airlake DEA 2nd Addition preliminary plat subject to the 10 stipulations listed below: 1. Implementation of the recommendations listed in the engineering report dated February 11, 2025 and any subsequent correspondence. 2. The final plat shall be in substantial conformance with the preliminary plans on file with the Community Development Department except as may be modified by the conditions herein. 3. A development contract and related agreements shall be approved by the City Council with the approval of the final plat. 4. The site and building shall be developed in accordance with the plans approved by the City Council. 5. Landscaping shall be installed consistent with the approved landscape plan. A financial security shall be submitted with the development contract to guarantee installation of the approved landscaping. All landscaped areas within and adjacent to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in road right-of-way. 6. The park dedication fee of $216,177.50 must be paid with the final plat. 7. Ground mounted mechanical equipment must be screened from view with landscaping and fencing. 8. All signs shall comply with the Zoning Ordinance requirements for the I-2 District. A sign permit shall be issued by the Community Development Department prior to the installation of any signs. 9. Site lighting shall not exceed one foot candle at the property line adjacent to public right- of0way. All exterior light fixtures shall be down-cast design so as not to glare onto public right-of-way. The maximum height of light poles is 35 feet. 10. An administrative permit is required for the installation of the fuel tanks. Ayes: Tinsley, Kaluza, Majorowicz, Zimmer, Einck, Swenson, Zuzek Nays: 0 There being no further business, the meeting was adjourned at 6:11 p.m. Respectfully submitted, Dawn Erickson, Recording Secretary Page 187 of 212 1 City of Lakeville Community Development Dept Memorandum To: Planning Commission From: Heather Botten, Senior Planner Date: February 11, 2025 Subject: Packet Material for the February 20, 2025 Planning Commission Meeting Agenda Item: Preliminary Plat for Airlake DEA 2nd Addition Action Deadline: March 22, 2025 BACKGROUND Dakota Electric Association (DEA) representatives have submitted a preliminary plat for Airlake DEA 2nd Addition. The proposed plat includes one lot and one outlot on a 77.85 acre parcel. DEA is looking to move, expand, and upgrade from their existing headquarters in Farmington. The proposed development of Lot 1 would include a 176,685 square foot, office/warehouse/storage building along with parking, outdoor storage, and stormwater improvements. The property is located east of Cedar Avenue (CSAH 23) and north of 225th Street, south of future 222nd Street. The subject property was annexed into the City in 2021. The preliminary plat plans have been reviewed by the Engineering Division and Parks and Recreation Department. The following exhibits are attached for your information: E XHIBITS A. Location Map B. Zoning Map C. Preliminary Plat D. Site Dimension Plan E. Grading, Drainage, & Erosion Control Plan Page 188 of 212 2 F. Utility Plan G. Landscape Plan H. Photometric Plan I. Building Elevations Zoning and Surrounding Uses. The property is zoned I-2, General Industrial District. The proposed project is surrounded by the following existing or planned land uses: Direction Existing Use Land Use Plan Zoning North Undeveloped Agricultural Property Industrial I-2, General Industrial South Bachman’s Growing Fields Outside City Limits. Eureka Township Comprehensive Plan guides for agricultural use Agriculture per Eureka Township Zoning Map East Eureka Township Agricultural Use Property Outside City Limits. Eureka Township Comprehensive Plan guides for agricultural use Agriculture per Eureka Township Zoning Map West Hat Trick and Metropolitan Airports Commission Property Industrial and Outside City Limits. Eureka Township Comprehensive Plan guides for agricultural use I-2, General Industrial and Agriculture per Eureka Township Zoning Map PLANNING ANALYSIS P RELIMINARY PLAT Zoning and Comprehensive Plan consistency. The property is currently guided Industrial and located in Planning District No. 6 of the Comprehensive Land Use Plan. The property is in the Metropolitan Urban Service Area (MUSA) which means that City municipal services, including sanitary sewer service, are available to serve the property. The property is zoned I- 2, General Industrial. The proposed lot and outlot meet the minimum lot size and width requirements for future development in the I-2 district. The proposed preliminary plat meets the recommended goals and objectives of the zoning code and comprehensive plan. Existing Site Conditions. The site is currently undeveloped; historically used for agricultural production of row crops. Lot/Block/Outlot. The preliminary plat of Airlake DEA 2nd Addition consists of one lot and one outlot. The lots proposed with the preliminary plat exceed the minimum lot area and lot width requirements for the I-2, General Industrial District. Page 189 of 212 3 Preliminary Plat Lots Lot Area and Lot Width Requirements Lot 1 Outlot A 1 Acre 38.50 acres 39.35 acres 100 feet 1,200+ feet 700+ feet Streets. The initial plat of Airlake DEA included the dedication of right-of-way for the future construction of 222nd Street up to the east boundary of the plat, which is also the municipal boundary. 222nd Street is a local rural industrial street constructed as a 40-foot-wide paved section within an 80-foot right of way. 225th Street is an unpaved road that runs along the southern portion of the plat that will provide two access points to Lot 1. Eureka township owns and maintains 225th Street. There are no current plans to improve the road. Grading, Drainage and Utilities. City sanitary sewer and water is currently available to the site, located west of the property. The existing and planned future City sanitary sewer and water systems available to serve the area of the preliminary plat are adequate to accommodate the build-out of future industrial building(s) within the preliminary plat area. Proposed grading, drainage, erosion control, and utility plans for Airlake DEA Second Addition are shown on the attached civil plans. Grading, drainage, erosion control, and utility issues are addressed in the engineering review memo prepared by Jon Nelson, Assistant City Engineer and Mac Cafferty, Environmental Resources Manager dated February 11, 2025. A copy of the engineering report is attached for your review. The Engineering Division recommends approval of Airlake DEA Second Addition preliminary plat subject to the comments outlined in the engineering report. Wetlands. There are no wetlands on the site. Tree Preservation. There are no significant trees within the Airlake DEA 2nd Addition preliminary plat. Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify any future park land needs in the area of the plat. No public trails or sidewalks are being constructed with this plat. Park dedication will be satisfied with a cash fee determined by calculating a rate of $5,615 per acre for industrial zoned property for the net area of the lot being final platted. Proposed Lot 1, Block 1 is 38.50 acres in size and must pay park dedication with Airlake DEA 2nd Addition final plat. Page 190 of 212 4 The park dedication cash fee payable at the time of final plat approval will include the following: • Lot 1, Block 1: 38.50 acres x $5,615 per acre = $216,177.50 • Outlot A: N/A- Will be paid at the time of development SITE PLAN REVIEW The site plan proposes a 176,685 square foot, office/warehouse/storage building with parking and outdoor storage. Building Setbacks. The I-2, Industrial District requires the following setback requirements: Front Yard W. Side Yard E. Side Yard Rear Yard Minimum 40 feet 10 feet 10 feet 30 feet Proposed 240 feet 150+ feet 200+ feet 700+ feet Building Height. The maximum height of a building in the I-2 zoning district is 50 feet. The proposed building at its tallest point is 40 feet, complying with code requirements. Building Design. The new facility for Dakota Electric Association consists of several different functions housed within adjoined building structures. Office functions are housed in a roughly 70,000 square foot two-story building. There will also be warehouse and maintenance storage and company enclosed vehicle storage. The south façade of the building, facing 225th Street, is composed of the following materials: o Grade A: 55%: Stone: 1,725 SF = 24% of total south; Glass: 2,250 SF = 31% of total south; and, o Grade C: 45%: Architectural Metal Panel & ACM (ornamental metal): 2,500 SF; 750 SF = 45% of total south The proposed materials are in compliance with the requirements for Industrial Zoning. Parking. The site plan demonstrates three separate parking lots. Based on the building’s size and the proposed uses, 203 parking spaces are required to be provided. The number and design of the parking spaces for each lot and drive aisles meets the requirements of the Zoning Ordinance. Parking Lot and Drive Setbacks. The parking lot meets or exceeds the minimum setbacks from a property line. The two egress points on 225th Street comply with spacing guidelines in the City Code. Outdoor Storage. The outdoor storage area is required to be asphalt, concrete or pavers. The applicant has stated the outdoor storage area will be constructed with asphalt and/or concrete. Page 191 of 212 5 Landscaping. Landscaping on the site includes foundation plantings along the office portion of the building, parking lot screening along the south, and parking lot landscaping within the islands. All of the landscaped areas within and adjacent to the parking lot, including landscaped islands, shall be irrigated in compliance with the Zoning Ordinance. A financial security will be required with the final plat to guarantee installation of the approved landscaping. Trash Enclosure. If trash will be kept outdoors in an enclosure, the structure must meet the requirements of Section 11-18-11, including exterior materials, location, and screening. All outdoor trash enclosures must be screened with a structure that is a minimum of six feet in height or one foot taller than the containers and must be constructed of materials that match the architecture of the principal building. Site Lighting. The submitted lighting plan shows that the proposed lighting on site meets the Zoning Ordinance requirement of light levels not exceeding one foot candle at the property line along right-of-way. The light pole height may not exceed 35 feet for height and the fixture style is a downcast LED light to meet the ordinance requirements. Signs. Wall signs shown on the building elevations are illustrative only. One monument sign would be permitted for the site. Sign permits must be issued prior to the installation of signs on the site. Mechanical Equipment. Mechanical equipment will be located on the ground near the loading dock. Screening materials must be aesthetically harmonious and compatible with the building. Fuel Storage. Three fuel tanks are proposed along the westerly property boundary. An administrative permit is required for the installation of these tanks. RECOMMENDATION Community Development staff recommend approval of the Airlake DEA 2nd Addition preliminary plat subject to the following stipulations: 1. Implementation of the recommendations listed in the engineering report dated February 11, 2025 and any subsequent correspondence. 2. The final plat shall be in substantial conformance with the preliminary plans on file with the Community Development Department except as may be modified by the conditions herein. 3. A development contract and related agreements shall be approved by the City Council with the approval of the final plat. 4. The site and building shall be developed in accordance with the plans approved by the City Council. 5. Landscaping shall be installed consistent with the approved landscape plan. A financial security shall be submitted with the development contract to guarantee installation of the approved landscaping. All landscaped areas within Page 192 of 212 6 and adjacent to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in road right-of-way. 6. The park dedication fee of $216,177.50 must be paid with the final plat. 7. Ground mounted mechanical equipment must be screened from view with landscaping and fencing. 8. All signs shall comply with the Zoning Ordinance requirements for the I-2 District. A sign permit shall be issued by the Planning Department prior to the installation of any signs. 9. Site lighting shall not exceed one foot candle at the property line adjacent to public right-of-way. All exterior light fixtures shall be down-cast design so as not to glare onto public right-of-way. The maximum height of light poles is 35 feet. 10. An administrative permit is required for the installation of the fuel tanks. Page 193 of 212 City of Lakeville Public Works – Engineering Division Memorandum To: Heather Botten, Senior Planner From: Jon Nelson, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks & Recreation Director Copy: Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director Date: February 11, 2025 Subject: Airlake DEA 2nd Addition • Preliminary Plat Review • Preliminary Grading and Erosion Control Plan Review • Preliminary Landscaping Plan Review • Preliminary Utility Plan Review BBAACCKKGGRROOUUNNDD Dakota Electric Association (DEA) representatives have submitted a preliminary plat named Airlake DEA 2nd Addition along with preliminary plans to construct a commercial building on one (1) block with one (1) outlot on 77.85 acres. The parent parcel (PID No. 220030001013) is zoned I-2, General Industrial. The proposed development is located east of Cedar Avenue (CSAH 23) and the existing extension of 222nd Street, north of and adjacent to 225th Street and Eureka Township, west of Flagstaff Avenue and Eureka Township and south of and Farmington and the future CSAH 70 roadway alignment. The parent parcel consists of Outlot A, Airlake DEA. Page 194 of 212 AAIIRRLLAAKKEE DDEEAA 22NNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT FFEEBBRRUUAARRYY 1111,, 22002255 PPAAGGEE 22 OOFF 55 The outlots created with the preliminary plat shall have the following use: Outlot A: Future Development; retained by Developer (39.35 acres) The proposed development will be completed by: Developer: Dakota Electric Association (DEA) Engineer/Surveyor: Kimley-Horn and Associates, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The existing parcel consists of Outlot B, Airlake DEA and right-of-way dedication for 222nd Street. The site consists of undeveloped agricultural land. The site is located within the South Creek Stormwater District with the site generally draining southwest to northeast. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 222nd Street Airlake DEA 2nd Addition includes the extension of 222nd Street from its existing terminus at the intersection of 222nd Street and Garvey Lane through the western plat boundary. The roadway is a 40-foot-wide rural roadway terminating in a cul-de-sac. The developer is dedicating the necessary 80-foot right-of-way for 222nd Street with the Airlake DEA 2nd Addition final plat. A temporary public roadway, drainage and utility easement shall be placed over the temporary cul-de-sac. The Developer shall submit an approved final plan for the extension of 222nd Street prior to approval and recording of the Airlake DEA 2nd Addition final plat. Airlake DEA 2nd Addition includes the platting of right-of-way for 222nd Street, a local industrial roadway. 222nd Street will be constructed as a rural section roadway to promote infiltration and stormwater treatment. 222nd Street will be constructed as a 40-foot-wide paved section and two-foot gravel shoulders within an 80-foot right-of-way. 222nd Street will be constructed in the future by the developer of the parcel to the north; the Developer for Airlake DEA 2nd Addition will be assessed for their portion of construction at the time of construction. A special assessment agreement shall be entered into prior to recording of the final plat. CSAH 70 Future CSAH 70 will require future right-of-way dedication along Outlot A, Airlake DEA 2nd Addition. The right-of-way dedication will be required to follow the recommendations of the Dakota County Plat Commission. Page 195 of 212 AAIIRRLLAAKKEE DDEEAA 22NNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT FFEEBBRRUUAARRYY 1111,, 22002255 PPAAGGEE 33 OOFF 55 CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and street construction shall be limited to a single access from 222nd Street within Lakeville. Access from 225th Street falls under the jurisdiction of Eureka Township. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The Park Dedication requirement for the parent parcel has not been paid and will be calculated and satisfied through a cash contribution with the final plat. UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR Airlake DEA 2nd Addition is located within the South Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility via the MCES Elko/New Market Interceptor monitored by meter M646. Airlake DEA 2nd Addition includes the extension of public sanitary sewer. 8-inch sanitary sewer will be extended from the existing terminus at the western plat boundary to the east of the 222nd Street cul-de-sac to be constructed with Airlake DEA 2nd Addition. Public sanitary sewer will be required to be extended along 222nd Street at the time the road is extended to the eastern plat boundary to service Outlot A, Airlake DEA. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and will be required with the final plat. The fee will be based on the rate in effect at the time of final plat approval. WWAATTEERRMMAAIINN Development of Airlake DEA 2nd Addition includes construction of 12-inch public watermain. This watermain will be extended from the existing watermain stub on 222nd Street. The watermain shall be extended through the temporary cul-de-sac and terminate in a fire hydrant east of the cul-de-sac. Public watermain will be required to be extended along 222nd Street at the time the road is extended to the eastern plat boundary to service Outlot A, Airlake DEA. Page 196 of 212 AAIIRRLLAAKKEE DDEEAA 22NNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT FFEEBBRRUUAARRYY 1111,, 22002255 PPAAGGEE 44 OOFF 55 DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Airlake DEA 2nd Addition is located within the South Creek stormwater district as identified in the City’s Water Resources Management Plan. Development of Airlake DEA 2nd Addition includes the construction of a privately owned and maintained stormwater management infiltration basin to collect and treat the stormwater runoff generated from the site. The Developer shall submit an approved final stormwater management plan for the site prior to approval and recording of the Airlake DEA 2nd Addition final plat. The Developer shall submit an approved final grading plan prior to approval and recording of the Airlake DEA 2nd Addition final plat and issuance of a grading permit. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building Certificate of Occupancies will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Airlake DEA 2nd Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. SSTTOORRMM SSEEWWEERR Development of Airlake DEA 2nd Addition includes the construction of a public storm sewer system in conjunction with drainage swales. Public storm sewer constructed within 222nd Street right-of-way will convey runoff offsite to the north via an existing drainage swale to an identified wetland and DNR identified trout stream. A grading, drainage and utility easement will be required for the construction of the storm sewer outlets west of the plat boundary. The Storm Sewer Charge has not been collected on the parent parcel and will be required with the final plat. The fee will be based on the rate in effect at the time of final plat approval. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. Page 197 of 212 AAIIRRLLAAKKEE DDEEAA 22NNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT FFEEBBRRUUAARRYY 1111,, 22002255 PPAAGGEE 55 OOFF 55 FEMA FLOODPLAIN ANALYSIS Airlake DEA 2nd Addition is located within areas shown on the Flood Insurance Rate Map (FIRM) as Zone X, as determined by FEMA (Map number 27037C0214E). Based on this designation, no areas within the plat are located within a Special Flood Hazard Area (SFHA). WWEETTLLAANNDDSS A wetland delineation was completed and approved for the site. No wetlands were located identified within Lot 1 Block 1 DEA site. One wetland was deidentified north of the future road extension that will need to be reviewed prior to construction. TTRREEEE PPRREESSEERRVVAATTIIOONN One tree has been identified to be removed outside of the plat boundary. An easement is required to be obtained to allow for removal of the tree. A tree preservation plan must be provided and approved prior to recording of the Airlake DEA 2nd Addition final plat in accordance with city ordinance 10-4-11. All “save” trees that are damaged or removed will require replacement at a ratio of 2:1 as per the Lakeville Subdivision Ordinance. Significant trees, as identified in the Lakeville Subdivision Ordinance, shall be protected and preserved through termination of all grading and construction activities. EERROOSSIIOONN CCOONNTTRROOLL The plans include a detailed erosion and sediment control plan. The Developer must submit an erosion control plan that is compliant with City standards and meets all the requirements of the MPCA Construction Permit. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the Airlake DEA 2nd Addition preliminary plat, preliminary erosion control plan and grading plan, preliminary utility plan, and preliminary landscape plan subject to the requirements and stipulations within this report. Page 198 of 212 Dakota County, Maxar, Microsoft± 222ND ST Airlake DEA 2nd Addition plat area 215TH ST (CSAH 70) Eureka Township City of Farmington FLAGSTAFF AVECity of Lakeville Location Map Airlake DEA 2nd Add Preliminary Plat 225TH ST EXHIBIT A Page 199 of 212 Dakota County, Maxar, Microsoft± 222ND ST Airlake DEA 2nd Addition plat area I-2 I-2 P/OS 215TH ST (CSAH 70) Eureka Township City of Farmington FLAGSTAFF AVEEXHIBIT B City of Lakeville Zoning Map Airlake DEA 2nd Add Preliminary Plat 225TH ST I-2 I-2 Page 200 of 212 225TH ST FLAGSTAFF AVEITEM 11 F L A G S T A F F A V E N U EFLOOD ZONE X 2 2 5 T H S T R E E T W E S T ITEM 12 2 2 2 N D S T R E E T W E S TAIRLAKE DEA OUTLOT B AIRLAKE DEA OUTLOT A FUTURE 222ND S T R E E T W E S T 50' PROPOSED DRAINAGE & UTILITY EASEMENT AIRLAKE DEA ROW DEDICATION LOT 1 BLOCK 1 PROPOSED TEMPORARY 30' ROW EASEMENT 40.00'10' SIDE SETBACK & UTILITY AND DRAINAGE EASEMENT 30' REAR SETBACK 10' SIDE SETBACK & UTILITY AND DRAINAGE EASEMENT 31.00' 31.00' 31.00' 40' FRONT SETBACK 10' UTILITY AND DRAINAGE EASEMENT 10' UTILITY AND DRAINAGE EASEMENT 10' UTILITY AND DRAINAGE EASEMENT OUTLOT A40.00 ' R50.00' 10' SIDE SETBACK & UTILITY AND DRAINAGE EASEMENT PREPARED FORPRELIMINARY PLAT- AIRLAKE DEA2ND ADDITIONEX-2DAKOTA ELECTRIC -LAKEVILLECOOPERATIVE BUILDINGSOLUTIONSLAKEVILLEMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT1612670002/06/2025AS SHOWNCGMMOBBMWPRELIMINARY - NOT FOR CONSTRUCTIONThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LANE, SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LAUNCH PROPERTIES\LAKEVILLE - ADELMANN FARM\3 Design\CAD\Exhibits\Dakota Electric\Prelim Plat 2nd Addition.dwg February 07, 2025 - 8:57am©BYREVISIONSNo.DATEKnow what'sbelow. before you dig.Call R NORTH PROPOSED CURB AND GUTTER PROPOSED PROPERTY LINE LEGEND ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN, P.E. 11995 SINGLETREE LN, SUITE 225 EDEN PRAIRIE, MN 55344 TELEPHONE: (612) 315-1272 DEVELOPER COOPERATIVE BUILDING SOLUTIONS 77 WESTPORT PLAZA, SUITE 250 ST. LOUIS, MO 63146 TELEPHONE: (314) 744-2277 CONTACT: TIM MASA SURVEYOR EGAN, FIELD AND NOWAK, INC. 475 OLD HIGHWAY 8 NW, SUITE 200 NEW BRIGHTON, MN 55112 TELEPHONE: (612) 466-3300 CONTACT: ERIC ROESER That part of the Northeast Quarter of Section 3, Township 113, Range 20, Dakota County described as follows: Commencing at the southeast corner of said Northeast Quarter; thence South 89 degrees 39 minutes 13 seconds West, assumed bearing, along the south line of said Northeast Quarter, a distance of 1003.65 feet to the east line of the West 1664.35 feet of said Northeast Quarter; thence North 00 degrees 18 minutes 22 seconds East along said east line of the West 1664.35 feet of said Northeast Quarter, a distance of 33.00 feet to the northerly right of way line of 225th Street West and the point of beginning of said parcel to be described; thence South 89 degrees 39 minutes 13 seconds West along said northerly right of way line of 225th Street West, a distance of 1664.46 feet to the west line of said Northeast Quarter; thence North 00 degrees 18 minutes 22 seconds East, along said west line of said Northeast Quarter, a distance of 1700.08 feet; thence North 86 degrees 21 minutes 53 seconds East, a distance of 886.88 feet; thence North 73 degrees 56 minutes 15 seconds East, a distance of 1141.48 feet to the east line of the West 1980.00 feet of said Northeast Quarter; thence South 00 degrees 18 minutes 22 seconds West, along said east line of the West 1980.00 feet of said Northeast Quarter, a distance of 1403.13 feet to the north line of the South 690.00 feet of said Northeast Quarter; thence South 89 degrees 39 minutes 13 seconds West, along said north line of the South 690.00 feet of the Northeast Quarter, a distance of 315.67 feet to the east line of the West 1664.35 feet of the Northeast Quarter; thence South 00 degrees 18 minutes 22 seconds West, a distance of 657.04 feet to said northerly right of way line of 225th Street West and to the point of beginning. Containing 3,406,316 square feet or 78.20 acres, more or less. Abstract Property DEVELOPMENT PARCEL LEGAL DESCRIPTION PROPERTY SUMMARY AIRLAKE DEA ±31.75 AC AIRLAKE DEA LOT 1 BLOCK 1 ±38.50 AC OUTLOT A ±39.35 AC ROW DEDICATION ±4.98 AC TOTAL AREA ±114.58 AC ZONING SUMMARY EXISTING ZONING I-2 GENERAL INDUSTRIAL PROPOSED ZONING I-2 GENERAL INDUSTRIAL DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.02/06/202553113EXISTING PROPERTY LINE PROPOSED EASEMENT EXISTING EASEMENT Page 201 of 212 PROPOSED BUILDING ±176,685 SF FFE: 949.25 STORAGE LOT 222ND ST W 225TH ST W TURF TRAINING YARD STORMWATER MANAGEMENT AREA ± 2.70 AC GUEST PARKING EMPLOYEE PARKING EMPLOYEE PARKING STORAGE LOT CONCURRENT CONSTRUCTION OF 22ND ST W EXTENSION TO BE COMPLETED BY OTHERS MECHANICAL EQUIPMENT TO BE IN THESE LOCATIONS. TO BE SCREENED WITH A WALL ADDITIONAL EQUIPMENT SIMILAR TO EXISTING SITE BUILDING DATA SUMMARY PARKING REQUIRED PARKING (WAREHOUSE / OFFICE) 357 SPACES TOTAL PROPOSED PARKING 374 SPACES ADA STALLS REQ'D / PROVIDED 8 STALLS / 9 STALLS PROPERTY SUMMARY DAKOTA ELECTRIC - LAKEVILLE TOTAL PROPERTY AREA 78.20 AC EXISTING PERVIOUS AREA 78.20 AC PROPOSED IMPERVIOUS AREA 25.98 AC PROPOSED PERVIOUS AREA 52.22 AC ZONING SUMMARY EXISTING ZONING I-2 GENERAL INDUSTRIAL PROPOSED ZONING I-2 GENERAL INDUSTRIAL BUILDING SETBACKS FRONT = 40' SIDE = 10' REAR = 30' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED SECURITY FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER K:\TWC_LDEV\launch properties\lakeville - adelmann farm\3 Design\CAD\plansheets\dakota electric\C4-SITE PLAN.dwg January 20, 2025 - 1:45pmBYREVISIONSNo.DATE 2024 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LN SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COM©PRELIMINARY - NOT FOR CONSTRUCTION1CITY COMMENTS01/20/2025 BMW SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD & NOWAK, INC., DATED 01/25/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 78.20 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE 10' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 17. FOR OFFSITE IMPROVEMENTS, SEE THE OFFSITE IMPROVEMENTS PLANS. NORTH 0GRAPHIC SCALE IN FEET 100 50 100 200 PREPARED FOROVERALL SITEPLANC400DAKOTA ELECTRIC -LAKEVILLECOOPERATIVEBUILDING SOLUTIONSLAKEVILLEMNC402 C401 DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.12/20/202453113C403 DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16126700012/20/2024AS SHOWNCGMMOBBMW8' TALL PROPOSED FENCE - 7' GALVANIZED CHAIN LINK W/ 1' BARBED WIRE. PROPOSED ORNAMENTAL FENCE B.O.D AMERISTAR Page 202 of 212 225TH ST W PROPOSED BUILDING ±176,685 SF FFE: 949.25 30.0' 10.0'24.0'24.0'24.0' 13.5'13.5' 30.0' 13.5'13.5'15.0' 24.0'20.0'24.0'24.0'24.0'24.0'24.0' 24.0'20.0'10.0'75.1'30.0'30.0'5.0'5.0'30.0'165.0'40.0'40.0'40.0'10.0' 10.0' 5.0'5.0'15.0'5.0'5.0'15.0'5.0'24.0'40.0'24.0'40.0'24.0'40.0'50.3'20.0'20.0' 30.0'10.0'10.0'10.0' E E E E H H G S N N N N N L L Q K Q KQ KQ A H Q H F R A A B B B C C C K A D D A I I C U C F U C F A A H H G U OO P P O O O P B C A A A A A A A A 65.0'98.1'20.0'40.0'24.0'20.0'10.0' 10.0' 10.0' 20.0'10.0'95.0'105.0'61.7'30.0'30.0'G C V V K N Q A 20.0'N H R30.0' Q Q N Q N G R30.0' R30.0'R30.0' B W W W T B Y Z Z Z Z ZZ Z Z Z ZZ Z Z Z Z Z Z Z Z Z Z Z Z 24.0'M MECHANICAL EQUIPMENT TO BE IN THESE LOCATIONS. TO BE SCREENED WITH A WALL This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER K:\TWC_LDEV\launch properties\lakeville - adelmann farm\3 Design\CAD\plansheets\dakota electric\C4-SITE PLAN.dwg January 20, 2025 - 1:45pmBYREVISIONSNo.DATE 2024 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LN SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COM©PRELIMINARY - NOT FOR CONSTRUCTION1CITY COMMENTS01/20/2025 BMW NORTH0GRAPHIC SCALE IN FEET 40 20 40 80 PREPARED FORSITE PLANENLARGEMENTC401DAKOTA ELECTRIC -LAKEVILLECOOPERATIVEBUILDING SOLUTIONSLAKEVILLEMNC402 KEYNOTE LEGEND B618 CONCRETE CURB & GUTTER (TYP.) SEE DETAIL SHEET C410 CURB TRANSITION FROM 6" TO FLUSH (SEE GRADING PLAN) SEE DETAIL SHEET C411 FLUSH CURB AND WALK MATCH EXISTING EDGE OF PAVEMENT / CURB AND GUTTER HEAVY DUTY ASPHALT - SEE DETAIL SHEET C411 STANDARD DUTY ASPHALT - SEE DETAIL SHEET C411 CONCRETE PAVEMENT - SEE DETAIL SHEET C411 CONCRETE SIDEWALK - SEE DETAIL SHEET C411 CONCRETE DRIVEWAY APRON - SEE DETAIL SHEET C410 GRAVEL PAVEMENT - SEE DETAIL SHEET C411 NO PARKING SIGN- SEE DETAIL SHEET C411 SECURITY FENCE - CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION 6" CONCRETE FILLED PIPE BOLLARD - SEE DETAIL SHEET C411 ACCESSIBLE PARKING AREA - SEE DETAIL SHEET C411 AREA STRIPED WITH 4" WHITE SOLID LINES @ 45° 2' O.C. 4" WIDE PAINTED WHITE SOLID LINE, TYP. ADA PARKING SIGN (TYP) - SEE DETAIL SHEET C411 CONCRETE WHEEL STOP - SEE DETAIL SHEET C411 TRASH ENCLOSURE - BY OTHERS FUEL TANKS - BY OTHERS LANDSCAPE AREA - SEE LANDSCAPE PLAN SHEETS L100-L200 SECURITY GATE - BY OTHERS RETAINING WALL / SCREEN WALL - REFER TO ARCHITECTURE PLANS TRAINING YARD - SEE LANDSCAPE PLAN SHEETS L100-L200 MONUMENT SIGN LIGHT POLE / WALL PACK A B C D E F G H I J K L M N O P Q R S T U V W X Y Z DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.12/20/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16126700012/20/2024AS SHOWNCGMMOBBMWPROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT PROPOSED ORNAMENTAL FENCE B.O.D AMERISTAR 8' TALL PROPOSED FENCE - 7' GALVANIZED CHAIN LINK W/ 1'BARBED WIRE. 1 Page 203 of 212 D CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO D D 942942943943 935 935940 940 940 94 5 945 945 934 934936 936 937 937 93 8938938938938 939 939 939 9 4 1 941941941941941941 942 942942942942 94394 3 943 944 9 4 4 944 PROPOSED BUILDING ±176,685 SF FFE: 949.25 946947 9479 4 7 947948 9489 4 6946 9479 4 7 9479479489 4 8 948 948949 949945 945945945 945943 943943943943 944 944944944 944 946946946946 946946946 947947947 947947947 9 4 7 9 4 8 948948948 948948948 9 4 8 949949949949 945 946 947 9 4 8 948 946 9469479 4 7 94 8 9 4 1 9 4 1 9 4 1 9 4 1 9419 4 2 9 4 2 9429429 4 2 9 4 2 9 4 2 9429 4 2 94394394 3 9 4 4 1.41%1. 4 1 %1.41%1.41%1. 4 1 % 1. 4 1 % 1. 4 1 % 1. 4 1 %1.41%1.41%1.41%2.66%1.4 3 %2.98%2.74%1.60% 1.60%1.79%2. 3 4% 1. 6 9 % 1.92% 4.21 % 1. 9 4 %1.37%3.01%1. 6 2 %1.77%1.48%3.59%3.45%1. 7 7 % 0.44%1.16%0.52%0.56%1.17%0.53%0.45%1.28%0.51%0.91%1.09%1.14%1.30%0.50%943942941940940941942943944941 941940939941940939939 939938937936935934933This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER K:\TWC_LDEV\launch properties\lakeville - adelmann farm\3 Design\CAD\plansheets\dakota electric\C5-GRADING PLAN.dwg January 20, 2025 - 1:51pmBYREVISIONSNo.DATE 2024 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LN SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COM©PRELIMINARY - NOT FOR CONSTRUCTION1CITY COMMENTS01/20/2025 BMWPREPARED FOROVERALLGRADING PLANC500DAKOTA ELECTRIC -LAKEVILLECOOPERATIVEBUILDING SOLUTIONSLAKEVILLEMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16126700012/20/2024AS SHOWNCGMMOBBMWGRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 7. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 10. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 11. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 12. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 13. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 14. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 15. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 16. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 17. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR 928 925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 0GRAPHIC SCALE IN FEET 100 50 100 200 NORTH DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.12/20/202453113C503 C502 C501 Page 204 of 212 D CO S S D PROPOSED BUILDING ±176,685 SF FFE: 949.25 222ND ST W 225TH ST W TURF TRAINING YARD CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO COCO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO D 9 4 6 946946946947947948948 947947 9469 4 6 94794 2 941 936 935933934 936937 938 939 945 943 944 946 947 948 9 4 5 9 4 4944 9469479489409409459419419429429439449469479482.09%2.64% 1 . 8 4%3.07%2.19%2.64%1.50%2.15%1.50% 1.50% 1.50% 1.50%1.50%1.79%1.79%1. 6 9 % 1. 6 9 % 1.37%1.58%1.57% 2. 0 0 % 2. 0 0 %1.70%1.88%2. 0 6 %2.30%1.87%1. 9 3 % 1.4 7 %0.48%2.31%2.61%2.85%1.5 1 %1.57%0. 7 3 % 1.03 %1.77%2.57%2.03%2.96% 1.48% 1.48% 1.29 % 2.5 2 %1.94% 1.48%1.77%1.77%1. 7 7 % 1. 7 7 % 1. 7 7 % 1. 7 7 % 1. 7 7 %1.77%1.90%1.90%1. 9 0 %1.90%4.20%4.33%S 2.4 4 % 2.3 3 %1.77%1.77%945946947 935 935940 940 940 945945 945 934 934936 936 937 937 93 8938938938938 939 939 939 9419419419 4 1 941 941941941941 942 942942942942 9 4 3 943 943 944 94 4 944 INFILTRATION BASIN TOP: 939.00 BOTTOM: 932.65 10 YR HWL: 935.50 100 YR HWL: 937.49 WQV ELEV: 934.75 WQV REQUIRED: 141,462 CF TOTAL VOLUME PROVIDED: 141,871 CF S 945945945 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER K:\TWC_LDEV\launch properties\lakeville - adelmann farm\3 Design\CAD\plansheets\dakota electric\C5-STORM SEWER PLAN.dwg January 20, 2025 - 1:55pmBYREVISIONSNo.DATE 2024 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LN SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COM©PRELIMINARY - NOT FOR CONSTRUCTION1CITY COMMENTS01/20/2025 BMWPREPARED FOROVERALL STORMPLANC600DAKOTA ELECTRIC -LAKEVILLECOOPERATIVEBUILDING SOLUTIONSLAKEVILLEMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16126700012/20/2024AS SHOWNCGMMOBBMWGRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 946.33' OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D NORTH 0GRAPHIC SCALE IN FEET 100 50 100 200 DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.12/20/202453113C602 C601 C603 Page 205 of 212 D CO S S CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO 222ND ST W 225TH ST W D CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER K:\TWC_LDEV\launch properties\lakeville - adelmann farm\3 Design\CAD\plansheets\dakota electric\C6-UTILITY PLAN.dwg January 20, 2025 - 2:14pmBYREVISIONSNo.DATE 2024 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LN SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMPRELIMINARY - NOT FOR CONSTRUCTION1CITY COMMENTS01/20/2025 BMWPREPARED FOROVERALL UTILITYPLANC700DAKOTA ELECTRIC -LAKEVILLECOOPERATIVEBUILDING SOLUTIONSLAKEVILLEMNUTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO S SANITARY CLEANOUTCO S EXISTING PROPOSED 0GRAPHIC SCALE IN FEET 100 50 100 200 NORTH DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.12/20/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16126700012/20/2024AS SHOWNCGMMOBBMWC702 C701 C703 Page 206 of 212 CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO S S CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO STORMWATER MANAGEMENT AREA PROPOSED BUILDING ±176,685 SF LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING / SEED ALL DISTURBED AREAS (TYP.) SEED EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHWEST TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT GRASS PRAIRIE MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT PRAIRIE WILDFLOWER SEED MIX (TYP.) 5' - 6' BOULDERS (TYP.) TRAP ROCK BOULDER PILE (TYP.) - SEE DETAIL SYMBOL CODE COMMON NAME BOTANICAL NAME CONIFEROUS TREES ERC EASTERN REDCEDAR JUNIPERUS VIRGINIANA NWS NORWAY SPRUCE PICEA ABIES SSP ALGONQUIN PILLAR SWISS STONE PINE PINUS CEMBRA 'ALGONQUIN PILLAR' WHP WHITE PINE PINUS ALBA ORNAMENTAL TREES DPB DAKOTA PINNACLE® BIRCH BETULA PLATYPHYLLA 'FARGO' QUA QUAKING ASPEN POPULUS TREMULOIDES OVERSTORY TREES BRO BUR OAK QUERCUS MACROCARPA ELM PRINCETON AMERICAN ELM ULMUS AMERICANA 'PRINCETON' GSL GREENSPIRE™ LINDEN TILIA CORDATA `PNI 6025` GYM KENTUCKY COFFEETREE GYMNOCLADUS DIOICUS 'ESPRESSO' NRO NORTHERN RED OAK QUERCUS RUBRA PLANT KEY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER K:\TWC_LDEV\launch properties\lakeville - adelmann farm\3 Design\CAD\plansheets\dakota electric\L1-LANDSCAPE PLAN.dwg January 20, 2025 - 2:24pmBYREVISIONSNo.DATE 2024 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LN SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMPRELIMINARY - NOT FOR CONSTRUCTION1CITY COMMENTS01/20/2025 BMWDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, RLA12/20/202453828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16126700012/20/2024AS SHOWNCFKATKRAHNORTH 0GRAPHIC SCALE IN FEET 100 50 100 200 LANDSCAPE SUMMARY SECTION 11-21-9: REQUIRED SCREENING AND LANDSCAPING OFF STREET PARKING AREAS: PERIMETER TREATMENT REQUIRED: A CONTINUOUS OPAQUE BARRIER WITH A MAXIMUM HEIGHT OF 36" SHALL BE PROVIDED ALONG THE PERIMETER ABUTTING PUBLIC RIGHT-OF-WAY AND RESIDENTIALLY ZONED PROPERTIES THAT CONSIST OF PLANTINGS, HEDGES, DECORATIVE OR ORNAMENTAL FENCES, WALLS, OR EARTH BERMS OR ANY COMBINATION THEREOF. DECIDUOUS TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN 40' APART LENGTH ALONG 225TH ST W = 767.63 LF / 40 LF = 19.19 = 19 CANOPY TREES REQUIRED PERIMETER TREATMENT PROVIDED: 19 CANOPY TREES AND A CONTINUOUS EVERGREEN SHRUB ROW (SETBACK 2' FROM PARKING STALLS) PROVIDED ALONG PARKING LOT PERIMETER ADJACENT TO 225TH ST W ALL GROUND AREAS UNDER THE BUILDING ROOF OVERHANG MUST BE TREATED WITH A DECORATIVE MULCH AND/OR FOUNDATION PLANTING. SCREENING REQUIRED: AREAS ADJACENT TO RESIDENTIAL ZONING PROVIDED: SEE PLAN & LANDSCAPE ENLARGEMENT L102 L101 L103 Know what'sbelow. before you dig.Call L104 SEE SHEET L201 FOR FULL SCHEDULE AND QUANITIES ECO ESSENTAILS SHORT PRAIRIE WILD FLOWER MIX (WILD) RANGE 1-3 FEET HT. SEED AT 8 LBS. AN ACRE FOR GRASS MIX SEED AT 48 OZ. AN ACRE FOR WILDFLOWER MIX SHORT PRAIRIE WILDFLOWER MIX ACCENTS ACHILLEA MILLEFOLIUM (YARROW) DRYMOCALLIS ARGUTA (PRAIRIE CINQUEFOIL) MONARDA FISTULA (WILD BERGAMOT) PENSTEMON GRANDIFLORUS (SHOWY PENSTEMON) SOLIDAGO PTARMICOIDES (UPLAND GOLDENROD) SHORT PRAIRIE GRASS ACCENTS SPOROBULUS HETEROLEPIS (PRAIRIE DROPSEED)PREPARED FORLANDSCAPE PLANL100DAKOTA ELECTRIC -LAKEVILLECOOPERATIVEBUILDING SOLUTIONSLAKEVILLEMNPage 207 of 212 CO CO CO CO CO CO CO CO CO CO CO CO CO COCOCOCO A B C D E E E E E E E E E A B A B C C C C C C C C C A B A B A B A B C D A B C D B B D A B B A B C DSB STR STR PRA WILD A B C D COCO CO CO CO CO CO PROPOSED FLAG POLE (TYP.) LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING / SEED ALL DISTURBED AREAS (TYP.) SEED EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) MAINTENANCE STRIP (TYP.) 5' - 6' BOULDERS (TYP.) B C D E SYMBOL CODE COMMON NAME BOTANICAL NAME CONIFEROUS TREES ERC EASTERN REDCEDAR JUNIPERUS VIRGINIANA NWS NORWAY SPRUCE PICEA ABIES SSP ALGONQUIN PILLAR SWISS STONE PINE PINUS CEMBRA 'ALGONQUIN PILLAR' WHP WHITE PINE PINUS ALBA ORNAMENTAL TREES DPB DAKOTA PINNACLE® BIRCH BETULA PLATYPHYLLA 'FARGO' QUA QUAKING ASPEN POPULUS TREMULOIDES OVERSTORY TREES BRO BUR OAK QUERCUS MACROCARPA ELM PRINCETON AMERICAN ELM ULMUS AMERICANA 'PRINCETON' GSL GREENSPIRE™ LINDEN TILIA CORDATA `PNI 6025` GYM KENTUCKY COFFEETREE GYMNOCLADUS DIOICUS 'ESPRESSO' NRO NORTHERN RED OAK QUERCUS RUBRA CONIFEROUS SHRUBS SCJ SCANDIA JUNIPER JUNIPERUS SABINA 'SCANDIA' SGJ SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN' SPJ SPARTAN JUNIPER JUNIPERUS CHINENSIS 'SPARTAN' DECIDUOUS SHRUBS BLC IROQUOIS BEAUTY BLACK CHOKEBERRY ARONIA MELANOCARPA 'IROQUOIS BEAUTY' TM COR B23 FIREDANCE™ DOGWOOD CORNUS SERICEA `BAILADELINE` CSS CUTLEAF STAGHORN SUMAC RHUS TYPHINA 'DISSECTA' FLW FLAME WILLOW SALIX X 'FLAME' GDW GRAY DOGWOOD CORNUS RACEMOSA GRO GRO-LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO-LOW' LDN LITTLE DEVIL™ DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY' ORNAMENTAL GRASSES BBB BLACKHAWKS BIG BLUESTEM ANDROPOGON GERARDII `BLACKHAWKS` LBS LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM PDS PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS SWG SWITCH GRASS PANICUM VIRGATUM PERENNIALS BEE BEE-YOU™ BEE-MERRY BEE BALM MONARDA X 'BEE-MERRY' MOO MILLENIUM ORNAMENTAL ONION ALLIUM X 'MILLENIUM' MSY MOONSHINE YARROW ACHILLEA X 'MOONSHINE' PLANT KEY SEEDING KEYNOTES SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHWEST TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT GRASS PRAIRIE MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT PRAIRIE WILDFLOWER SEED MIX (TYP.) WD SB STR PRA WILD SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHWEST TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT GRASS PRAIRIE MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT PRAIRIE WILDFLOWER SEED MIX (TYP.) 5' - 6' BOULDERS (TYP.) TRAP ROCK BOULDER PILE (TYP.) - SEE DETAILThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER K:\TWC_LDEV\launch properties\lakeville - adelmann farm\3 Design\CAD\plansheets\dakota electric\L1-LANDSCAPE PLAN.dwg January 20, 2025 - 2:25pmBYREVISIONSNo.DATE 2024 KIMLEY-HORN AND ASSOCIATES, INC.11995 SINGLETREE LN SUITE 225, EDEN PRAIRIE, MN 55344PHONE: 612-315-1272WWW.KIMLEY-HORN.COMPRELIMINARY - NOT FOR CONSTRUCTION1CITY COMMENTS01/20/2025 BMWDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16126700012/20/2024AS SHOWNCFKATKRAHNORTH MATCHLINE - SEE SHEET L102 Know what'sbelow. before you dig.Call SEE SHEET L104 FOR FULL SCHEDULE AND QUANITIES DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, RLA12/20/202453828PREPARED FORLANDSCAPE PLANENLARGEMENTL101DAKOTA ELECTRIC -LAKEVILLECOOPERATIVEBUILDING SOLUTIONSLAKEVILLEMN0GRAPHIC SCALE IN FEET 30 15 30 60 Page 208 of 212 1.11.31.51.61.71.71.61.50.91.93.33.52.52.33.33.72.81.61.02.45.96.02.92.44.73.91.61.02.13.84.02.62.33.54.12.91.50.91.21.61.81.91.91.81.71.51.10.80.91.11.41.41.31.00.90.90.80.91.11.41.41.21.00.90.80.81.21.41.61.81.81.71.51.31.01.02.13.43.52.52.33.33.62.61.31.02.66.15.82.82.54.93.51.31.12.23.93.82.52.33.53.92.71.21.31.51.71.71.71.71.51.30.7 0.76.66.61.21.51.71.71.71.71.61.51.41.62.71.02.23.93.92.52.33.43.81.12.66.26.02.92.64.81.32.43.83.92.82.74.14.71.31.82.22.42.52.52.42.11.01.72.63.12.92.21.61.20.91.74.06.33.91.91.20.91.74.06.33.91.91.11.11.82.73.22.92.11.51.11.32.02.32.52.52.32.11.71.42.84.23.62.42.43.64.01.33.26.64.62.32.44.86.61.12.64.23.42.12.13.64.41.31.51.61.61.61.71.60.8 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41.41.41.41.41.41.41.41.41.31.41.41.31.31.31.31.41.31.41.41.41.51.51.71.82.12.73.54.34.54.01.00.80.80.90.90.90.90.91.01.01.01.00.90.90.90.90.90.90.90.91.01.01.01.01.11.21.31.41.72.12.63.23.33.23.00.80.60.60.60.60.60.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.80.80.91.01.11.41.62.02.32.52.42.32.40.70.50.40.40.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.60.60.60.70.70.80.91.11.31.51.71.81.81.71.72.00.70.40.40.40.40.40.40.40.40.40.40.50.40.50.50.50.50.50.50.50.60.60.60.70.80.91.01.21.31.41.41.41.31.41.80.70.40.40.40.40.40.40.40.40.40.40.40.40.40.50.50.50.50.60.60.60.70.80.80.91.01.11.11.11.11.11.21.60.60.40.40.40.40.40.50.50.50.50.50.50.50.50.50.50.50.50.60.60.60.60.70.70.80.80.80.90.90.90.90.90.91.01.30.60.40.50.50.60.70.70.70.70.70.70.70.70.70.80.70.70.70.70.80.80.80.80.80.70.70.70.80.70.70.70.70.70.91.20.60.40.71.01.31.21.21.21.41.31.21.31.41.31.21.31.41.21.11.11.31.51.20.90.70.70.70.70.60.60.60.70.70.91.10.60.51.02.23.12.41.82.43.22.51.92.43.22.51.92.43.12.41.51.72.73.02.11.10.80.70.60.60.60.60.60.60.70.81.00.50.41.24.75.25.02.34.85.35.32.54.85.45.12.54.85.54.91.92.55.65.63.61.40.90.70.60.60.50.50.50.50.60.80.91.61.31.00.70.60.50.50.50.50.60.70.85.52.61.40.80.60.50.50.50.50.60.70.85.43.61.60.80.60.50.50.50.50.60.70.75.32.51.30.80.60.50.50.50.50.60.70.71.41.31.00.70.60.50.50.50.60.60.60.70.70.90.80.70.60.50.50.50.60.60.60.71.61.41.00.70.60.50.50.50.60.60.60.75.62.61.30.80.60.50.50.60.60.60.60.75.43.41.50.80.60.50.60.60.60.60.70.74.92.41.30.80.60.60.60.60.60.70.70.71.31.20.90.70.60.60.60.60.70.70.70.70.80.90.80.70.60.60.60.70.70.70.70.81.91.51.00.80.60.60.60.70.70.80.80.86.02.81.40.80.70.60.70.70.80.80.90.95.63.41.60.90.70.60.70.70.80.90.91.04.52.31.30.80.70.70.70.80.91.01.01.11.31.21.00.80.70.70.80.81.01.11.21.23.11.71.72.85.65.65.95.75.85.22.95.35.54.61.72.55.45.73.61.40.90.80.80.80.80.80.91.01.21.31.42.91.71.83.55.33.13.13.03.42.72.12.63.22.31.51.72.73.02.01.20.90.80.80.80.80.91.01.11.31.51.61.91.51.72.65.01.61.81.71.71.41.41.41.41.31.11.21.41.41.31.00.90.90.90.91.01.01.11.31.51.71.91.21.31.62.12.61.91.51.21.00.90.90.80.80.80.80.80.80.90.90.90.90.91.01.11.21.31.31.41.72.02.30.81.01.62.95.83.72.01.10.80.70.70.60.60.60.60.70.70.70.80.80.91.01.21.31.51.61.61.72.02.32.80.70.91.73.55.54.92.31.20.80.70.70.60.60.60.60.60.70.70.80.80.91.11.31.51.82.02.12.22.42.73.31.01.11.52.54.83.31.91.20.90.80.70.70.70.70.70.70.80.80.80.91.01.11.31.62.02.42.83.03.13.33.91.41.31.31.62.01.91.51.31.11.00.90.90.91.01.00.90.91.01.01.11.21.31.41.72.12.63.44.04.34.24.52.31.41.21.41.72.53.63.92.81.91.71.71.61.51.31.21.31.41.51.41.41.21.31.41.51.61.61.61.82.22.83.74.75.75.85.52.91.51.31.72.43.03.22.92.32.02.22.52.62.31.81.61.82.32.62.42.01.71.72.12.52.72.42.02.02.43.24.25.16.27.37.22.61.51.52.43.84.74.53.32.52.53.24.44.63.72.62.12.63.74.64.33.02.22.33.14.34.63.82.72.32.94.35.45.85.66.37.51.61.31.63.46.06.26.64.92.72.85.06.66.26.03.52.33.66.16.16.54.82.62.75.06.56.26.03.62.43.86.36.57.15.84.04.20.90.81.12.66.26.36.84.01.71.84.26.86.46.02.51.52.66.26.36.84.01.71.74.26.86.46.12.61.62.76.36.67.14.52.32.10.30.38.48.4B @ 25'B @ 25'B @ 25'B @ 25'A @ 30'A @ 30'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'C @ 18'B @ 25'B @ 25'A @ 30'A @ 30'A @ 30'A @ 30'A @ 30'A @ 30'A @ 30'A @ 30'E @ 40'E @ 40'E @ 40'E @ 40'G @ 40'G @ 40'A @ 30'B @ 25'B @ 25'B @ 25'B @ 25'B @ 25'Plan ViewScale - 1" = 100ft FIRST FLOOR100'-0"FIRST FLOOR100'-0"SECOND FLOOR115'-0"SECOND FLOOR115'-0"WAD56789131211WAE1043216.96.812.26.26.68.47.91/2" 12"1 1/2" 12"1'-7 1/4"3'-2 3/4"21'-0"15'-0"139'-2 3/4"140'-10"136'-0"3'-0"18'-0"136'-0"118'-0"MATCHLINESEE 2 / A3.2MATCHLINESEE 2 / A3.2DARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZINGCONT. CAST STONE BANDFULL-DEPTH STONE VENEER8'-0" H. ORNAMENTAL FENCE -SEE CIVIL FOR EXTENTSVERTICAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERSHORIZONTAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERSPRE-FIN. SHT. MTL. FASCIAWOOD-LOOK METAL SOFFIT PANELSMETAL TRIMFULL-DEPTH STONE VENEERCONTINUOUS CAST STONE BANDDARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZINGPRE. ENG. MTL. CANOPYOWNER PROVIDED SMOKER'S CANOPYCONC. FTG. & FDN. -SEE STRUCT.CUSTOM PERFORATED PRE-FIN. MTL. PANELS ON GALV. STL. SUBSTRUCTUREPRE-FIN. SHT. MTL. COPING3.41/4" 12"CONC. SLAB ON STL. FRAMING. PRE-FIN. SHT. MTL. FASCIA. LONGBOARD SOFFIT PANELS.INTERNAL ROOF DRAIN AND OVER FLOW, TYP. FOR OFFICE ROOFS U.N.O.PRE-FIN. SHT. MTL. GUTTER AND D.S.7.66.76.15.1CLERESTORY130'-0"7.1MCAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-JAL-JAL-JAL-JAL-K112AAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-K184AAL-QAL-QAL-QAL-QAL-QGALV. & PTD. STL. GUARDRAILFIRST FLOOR100'-0"FIRST FLOOR100'-0"SECOND FLOOR115'-0"SECOND FLOOR115'-0"WAD56789131211WAE1043216.96.812.26.26.68.47.91/2" 12"1 1/2" 12"15'-0"21'-0" 3'-2 3/4"1'-7 1/4"136'-0"139'-2 3/4"5'-0"13'-0"3'-0"15'-0"118'-0"136'-0"131'-0"MATCHLINESEE 4 / A3.2MATCHLINESEE 4 / A3.21/2" 12"WOOD-LOOK METAL SOFFIT PANELSWOOD-LOOK METAL SOFFIT PANELSCONT. CAST STONE BANDFULL HEIGHT FULL-DEPTH STONE VENEERCONT. CAST STONE BANDFULL-DEPTH STONE VENEER8'-0" H. ORNAMENTAL FENCE -SEE CIVIL FOR EXTENTSVERTICAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERSHORIZONTAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERSPRE-FIN. SHT. MTL. FASCIAHORIZONTAL METAL PANEL SYSTEM W/ CONCEALED FASTENERSDARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZINGPRE-FIN. SHT. MTL. GUTTERS & DOWNSPOUTSMETAL TRIMFULL-DEPTH STONE VENEERCONT. CAST STONE BAND1X HARDWD. WRAPPED STL. BEAM & COLUMNDARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZINGSPLIT-FACE CMU DUMPSTER ENCLOSURE W/ GATESCONC. FTG. & FDN. -SEE STRUCT.140'-10"DARK BRONZE ANOD. ALUM. STOREFRONT SYS. W/ 1" REFLECTIVE INSUL. GLAZINGD.S.D.S.D.S.D.S.D.S.ROOF MEMBRANE ON TAPERED INSUL. ON CONC. DECK3.4PRE-FIN. SHT. MTL. GUTTER AND D.S.PRE-FIN. SHT. MTL. GUTTER AND D.S.7.66.76.15.17.1MC174A173AAL-KAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-K143AAL-QAL-QAL-QAL-QAL-QAL-QAL-AAL-AAL-BAL-BAL-CAL-CAL-BAL-BAL-E100AAL-DFIRST FLOOR100'-0"FIRST FLOOR100'-0"SECOND FLOOR115'-0"SECOND FLOOR115'-0"ABCDEFHKGJD.8AAL2'-0"5'-10"18'-0"15'-0"133'-0"138'-10"140'-10"3'-2"21'-0"3'-2 1/4"11'-9 3/4"139'-2"136'-0"111'-9 3/4"PRE-FIN. SHT. MTL. FASCIACAST STONE BANDFULL HEIGHT FULL-DEPTH STONE VENEERCAST STONE BANDFULL-DEPTH STONE VENEERDARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZING8'-0" H. ORNAMENTAL FENCE -SEE CIVIL FOR EXTENTSVERTICAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERSHORIZONTAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERSWOOD-LOOK METAL SOFFIT PANELSPRE-FIN. SHT. MTL. FASCIADARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZINGCONC. FTG. & FDN. -SEE STRUCT.WOOD-LOOK METAL SOFFIT PANELS25', 30', & 35' FLAGPOLES W/ COMPANY, STATES, & AMERICAN FLAGPIN-MTD. S.S. LETTERS W/ INTERNALLY LIT LOGOE.9ROOF PAVERS ON ROOF MEMBRANE OVER COVER BOARD ON 1 1/2" MTL. DECKINGJ.3AL-AAL-AAL-AAL-AAL-AAL-AAL-AAL-AAL-FAL-GAL-HAL-AAL-HAL-AAL-MAL-MAL-MAL-NAL-NFIRST FLOOR100'-0"FIRST FLOOR100'-0"SECOND FLOOR115'-0"SECOND FLOOR115'-0"ABCDEFHKGJD.8AAL9'-4 1/2" 5'-7 1/2"16'-0"8'-2 3/4"139'-2 3/4"131'-0"109'-4 1/2"11'-4 1/2"3'-7 1/2" 21'-0" 2'-10 3/4"1'-11 1/4"140'-10"138'-10 3/4"136'-0"111'-4 1/2"FULL-DEPTH STONE VENEER8'-0" H. ORNAMENTAL FENCE -SEE CIVIL FOR EXTENTSVERTICAL METAL PANEL SYSTEM WITH CONCEALED FASTENERSHORIZONTAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERSCONTINUOUS CAST STONE BANDMETAL TRIMDARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZINGPRE-FIN. SHT. MTL. FASCIAWOOD-LOOK METAL SOFFIT PANELSPRE-FIN. SHT. METAL FASCIAWOOD-LOOK METAL SOFFIT PANELSCONC. FTG. & FDN. -SEE STRUCT.INSUL. HM DOOR & FRAME, PTD., TYP.CUSTOM PERFORATED PRE-FIN. MTL. PANELS ON GALV. STL. SUBSTRUCTUREROOF MEMBRANE ON TAPERED INSUL. ON CONC. DECK1/4" 12"E.9INTERNAL ROOF DRAIN AND OVER FLOW, TYP. FOR OFFICE ROOFS U.N.O.8'-0" H. ORNAMENTAL FENCE -SEE CIVIL FOR EXTENTSROOF PAVERS ON ROOF MEMBRANE OVER COVER BOARD ON 1 1/2" MTL. DECKINGGALV. & PTD. STL. GUARDRAILINTERNAL ROOF DRAIN AND OVER FLOW, TYP. FOR OFFICE ROOFS U.N.O.PRE-FIN. SHT. MTL. GUTTER AND D.S.PRE-FIN. SHT. MTL. GUTTER AND D.S.J.3AL-L279AL-LAL-LAL-LAL-LAL-LAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QAL-QHORIZ. METAL PANELMFG.: TAYLOR METAL OR EQ.PRODUCT: EL-37COLOR: DARK BRONZEVERT. METAL PANELMFG.: TAYLOR METAL OR EQ.PRODUCT: ELV-55COLOR: DARK BRONZEPEMB WALL PANELMFG.: VARCO PRUDEN OR EQ.PRODUCT: PANEL RIBCOLOR: COOL ZINC GRAYMETAL SOFFIT PANELMFG.: LONGBOARD OR APPROVED EQ.PRODUCT: T&G, V-GROOVECOLOR: TBDNOTE: PROVIDE VENTED PANELS FOR VENT.FULL DEPTH STONE VENEERMFG.: BUECHEL OR APPROVED EQ.PRODUCT: STRATFORD CROSS ASHLARACMPRODUCT: DRY ROUTE AND RETURNCOLOR: DARK BRONZEINSULATED GLASS UNITS - 1MFG.: VITRO ARCHITECTURAL GLASSPRODUCT: SOLARBAN 90 (2) CLEAR + CLEARINSULATED GLASS UNITS - 2MFG.: VITRO ARCHITECTURAL GLASSPRODUCT: SOLARBAN R100 (2) CLEAR +CLEAREXTERIOR MATERIAL LEGEND FIRST FLOOR100'-0"FIRST FLOOR100'-0"W21W20W19W18W17W16W14W13W12W11W15W22W23W2421'-0"14'-0"21'-0"14'-0"135'-0"121'-0"135'-0"121'-0"MATCHLINESEE 1 / A3.3MATCHLINESEE 1 / A3.3PRE-FIN. SHEET MTL. GUTTER & DOWNSPOUTSBOLT-DOWN BOLLARD W/ PRE-FIN. COVER, TYP.PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUMEPRE-FIN. PEMB MTL. ROOF EDGE TRIMCONC. FTG. & FDN. - SEE STRUCT.D.S.D.S.D.S.D.S.D.S.D.S.D.S.E.9J.3W10M5M4M6M3M2M7M1FIRST FLOOR100'-0"FIRST FLOOR100'-0"WAAWADWRWMWAWAEWZWXWVWTWBWCWJWKWLWNWPWQWACWABWUWWWSWY10'-0"14'-0"21'-0"121'-0"135'-0"145'-0"15'-0"10'-0"20'-0"145'-0"130'-0"120'-0"1/2" 12"1/2" 12"5/8" 12"1/2" 12"1/2" 12"INSUL. HM DOOR & FRAME, PTD., TYP.PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F.14' X 16' INSUL. O.H. DOOR W/ VISION PANELS, TYP. - FINISH: WHITEBOLT-DOWN BOLLARD W/ PRE-FIN. COVER, TYP.PRE-FIN. PEMB MTL. ROOF EDGE TRIMPEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUMEPRE-FIN. PEMB GUTTERS & DOWNSPOUTS, TYP.CONC. FTG. & FDN. -SEE STRUCT.PEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP.MBMAMCW100DW111AO104W120AO105W120BO106O107W120CFIRST FLOOR100'-0"W21W20W19W18W17W16W14W13W12W11EFHKW15GJW22W23W24D.85'-2"30'-0"130'-0"135'-2"MATCHLINESEE 1 / A3.3MATCHLINESEE 1 / A3.3PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F.BOLT-DOWN BOLLARD W/ PRE-FIN. COVER, TYP.DARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZING, TYP.INSUL. HM DOOR & FRAME, PTD., TYP.12' X 12' INSUL. O.H. DOOR W/ VISION PANELS, TYP. -FINISH: WHITEPRE-FIN. PEMB SHT. MTL. GUTTER & DOWNSPOUTSPEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUMEPRE-FIN. PEMB MTL. ROOF EDGE TRIMRECESSED LOADING DOCKSTL. PIPE RAILING, GALV.OWNER PROVIDED SMOKER'S CANOPYCONC. FTG. & FDN. -SEE STRUCT.SPLIT-FACE CMU MECHANICAL & DUMPSTER ENCLOSURESPEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP.PAINT EXPOSED PEMB STRUCT. STL., TYP.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.E.9DARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZING, TYP.J.3W10M5M4M6M3M2M7M1AL-PAL-PW114AO124174BAL-PAL-PAL-PAL-PAL-PFIRST FLOOR100'-0"FIRST FLOOR100'-0"WAAWADWRWMWAWAE1WZWXWVWTWBWCWJWKWLWNWPWQWACWABWUWWWSWY20'-0"10'-0"15'-0"1'-9"145'-0"130'-0"120'-0"146'-9"21'-0"121'-0"INSUL. HM DOOR & FRAME, PTD., TYP.PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F.14' X 16' INSUL. O.H. DOOR W/ VISION PANELS, TYP. -FINISH: WHITE9' X10' INSUL. O.H. DOCK DOOR W/ SHELTER & LEVELER PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUMEPRE-FIN. PEMB GUTTER & DOWNSPOUTS, TYP.BOLT-DOWN BOLLARD W/ PRE-FIN. COVER, TYP.12' X 12' INSUL. O.H. DOOR W/ VISION PANELS, TYP. - FINISH: WHITE5/8" 12"1/2" 12"1/2" 12"1/2" 12"1/2" 12"PRE-FIN. PEMB MTL. ROOF EDGE TRIMCONC. FTG. & FDN. -SEE STRUCT.PEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP.MBMAMCW120DO107O109W120EO110W120FM107BO122W114BO123173APEMB WALL PANELMFG.: VARCO PRUDEN OR EQ.PRODUCT: PANEL RIBCOLOR: COOL ZINC GRAYEXTERIOR MATERIAL LEGEND FIRST FLOOR100'-0"W11W7W8W6W5W3W2W9W41'-9"45'-0"PRE-FIN. PEMB GUTTER & DOWNSPOUTS, TYP.BOLT DOWN BOLLARD W/ PRE-FIN COVER, TYP.14' X 16' INSUL. OVERHEAD DOOR W/ VISION PANELS, TYP. - FINISH: WHITEINSUL. HM DOOR & FRAME, PTD., TYP.PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F.DARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZING, TYP.PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUMEPRE-FIN PEMB MTL. ROOF EDGE TRIMMATCHLINESEE 3 / A3.2MATCHLINESEE 3 / A3.2PEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP.D.S. D.S.D.S.D.S.D.S.145'-0"146'-9"W1W10O117O118O119O120M101BO121AL-PAL-PM106AAL-PFIRST FLOOR100'-0"W11W7W8W6W5W3W2W4MATCHLINESEE 1 / A3.2MATCHLINESEE 1 / A3.2PRE-FIN. SHEET MTL. GUTTER & DOWNSPOUTSBOLT-DOWN BOLLARD W/ PRE-FIN. COVER, TYP.PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUMEPRE-FIN. PEMB MTL. ROOF EDGE TRIMCONC. FTG. & FDN. - SEE STRUCT.14' X 16' INSUL. OVERHEAD DOOR W/ VISION PANELS, TYP. - FINISH: WHITEINSUL. HM DOOR & FRAME, PTD., TYP.PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F.45'-0"1'-9"145'-0"146'-9"PEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP.D.S. D.S.D.S.D.S.D.S.W1W10O112O113O114O115O116M101AFIRST FLOOR100'-0"SECOND FLOOR115'-0"WAD56789131211WAE1043216.96.812.26.26.68.47.93.4228FUT. VPPOWERSUPPLY227W/C/P106MULTI-PURPOSERM.106MULTI-PURPOSERM.108NETWORKCLO.C114CORR.200TOWNCENTERC202CORR.285GN TLT. /SHOWER181TRAININGAREAC204CORR.179CONTROLCENTER284GN TLT. /SHOWER296WELLNESSCENTERC175CORR.175CREW RM.193MEN'SLOCKERRM.CLERESTORY130'-0"7.1209INNOVATIONRM.C200CORR.MCFIRST FLOOR100'-0"SECOND FLOOR115'-0"ABCDEFHKGJD.8E.9212TAPARTNERC201CORR.241CENERGY &MEMBERSERVICESOPENOFFICE253COLLAB254FINANCEOPENOFFICE255VP FIN.SERV.131CONF.ROOM130ENG.SERV.OPENOFFICE122CALLCENTER122AQUIET121CONF.RM.105TOWNCENTER107MP. STOR.106MULTI-PURPOSERM.J.3CLERESTORY130'-0"PEMB WALL PANELMFG.: VARCO PRUDEN OR EQ.PRODUCT: PANEL RIBCOLOR: COOL ZINC GRAYEXTERIOR MATERIAL LEGENDSECOND FLOOR115'-0"EFGD.8E.9SIGN DOES NOT EXCEED 200 SF AS ALLOWED BY EXCEPTION 11-23-19: E.b.2.A FROM LAKEVILLE'S SIGNAGE REGULATIONS25'-4 1/2"5'-2"PIN-MTD. S.S. LETTERS W/ INTERNALLY LIT LOGOAL-FWOOD-LOOK METAL PANELACM METAL PANELDARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZING12'-9 3/4"9'-6"8'-6 1/4"GROUND LIT SIGNACRYLIC PANELPRE-FIN SHT. METALFULL DEPTH STONECAST STONE SILLGROUND LIT SIGNNOTE:SIGN DOES NOT EXCEED 100 SF PER SIDE OR 10' IN HEIGHT ALLOWED PER 11-23-16:E.1.a FROM LAKEVILLE SIGNAGE REGULATIONS1" = 10'-0"1MAINTENANCE SOUTH