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Home My WebLink About20250818 - CC PacketSign up to receive automatic notification of Council agendas At ccagenda-subscribe@hastingsmn.gov or by calling 651-480-2350 City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy CITY OF HASTINGS CITY COUNCIL AGENDA Monday, August 18,2025 7:00 p.m. I.CALL TO ORDER II.PLEDGE OF ALLEGIANCE III.ROLL CALL IV.DETERMINATION OF QUORUM Recognition of Outgoing Planning Commissioner Bryce LeBrun V.APPROVAL OF MINUTES Approve Minutes of the City Council regular meeting on August 4,2025. VI.COMMENTS FROM THE AUDIENCE Comments from the audience may include remarks about items listed on the Consent Agenda. VII.COUNCIL ITEMS TO BE CONSIDERED VIII.CONSENT AGENDA The items on the Consent Agenda are items of routine nature or no perceived controversy to be acted upon by the City Council in a single motion. There will be no discussion on these items unless a Councilmember so requests, in which event the items will be removed from the Consent Agenda to the appropriate Department for discussion. 1.Pay Bills as Audited 2.Resolution: Accept Donation to the Parks and Recreation Department from Steve & Sharon Runtsch 3.Resolution: Accept Donation to the Parks and Recreation Department from the Family of Butch & Joey Kane 4.Resolution: Accept Donation to the Parks and Recreation Department from the Family and Friends of Jenny Wiederholt-Pine 5.Resolution: Accept Donation to the Parks and Recreation Department from the Family and Friends of Joan Warner 6.Approve Pay Estimate No. 2 for the 2025 Neighborhood Infrastructure Improvements – Northwest Asphalt Inc. ($663,624.77) 7.Approve Pay Estimate No. 3 for the Industrial Park Water Tower Reconditioning – Tanksco, Inc. ($316,568.50) 8.Resolution: Authorizing Bond Issue for PFA Loan related to the Central WTP and Raw Watermain Projects 9.Authorize Signature of WSB Construction Support Services for the Central WTP and Raw Watermain Projects 10.Approve 2026 Labor Agreement with Law Enforcement Labor Services, #249 (Police Officers) 11.Approve Memorandum of Understanding –Lateral Transfer with Law Enforcement Labor Services, #249 (Police Officers) 12.Resolution: Approve Arts Event Grant: River Valley Community Orchestra Sign up to receive automatic notification of Council agendas At ccagenda-subscribe@hastingsmn.gov or by calling 651-480-2350 City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy 13.Resolution: Approve Arts Event Grant: River Valley Chorale 14.Accept Planning Commissioner Resignation: Bryce LeBrun 15.Appoint Planning Commissioner: Nicole DePalma 16.Resolution: Approve Liquor License Amendment for Hastings Tavern 17.Resolution: Denial of Special Use Permit for Retail Cannabis –Leonard McQuen – Kailua Cultivation (1304 Vermillion St) 18.Financial Report: 2nd Quarter 2025 19.Strategic Plan: 2nd Quarter Report 2025 IX.AWARDING OF CONTRACTS AND PUBLIC HEARING These are formal proceedings that give the public the opportunity to express their concern, ask questions, provide additional information, or support on a particular matter. Once the public hearing is closed, no further testimony is typically allowed and the Council will deliberate amongst itself and with staff and/or applicant on potential action by the Council. 1.Resolution: Receiving Bids and Awarding Contract for the Central Water Treatment Plant Raw Water Main Project 2.Resolution: Receiving Bids and Awarding Contract for the Central Water Treatment Plant X.REPORTS FROM CITY STAFF These items are intended primarily for Council discussion and action. It is up to the discretion of the Mayor as to what, if any, public comment will be heard on these agenda items. A.Public Works B.Parks and Recreation C.Community Development 1.Resolution: Site Plan –Chase Bank (1720 Market Blvd) D.Public Safety E.Administration XI.UNFINISHED BUSINESS XII.NEW BUSINESS XIII.REPORTS FROM CITY COMMITTEES, OFFICERS, COUNCILMEMBERS XIV.ADJOURNMENT Next Regular City Council Meeting: Tuesday,September 2, 2025 7:00 p.m. City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy Hastings, Minnesota City Council Meeting Minutes August 4, 2025 The City Council of the City of Hastings, Minnesota met in a regular meeting on Monday, August 4, 2025 at 7:00 p.m.in the Council Chambers at Hastings City Hall, 101 East 4th Street, Hastings, Minnesota. Members Present: Mayor Fasbender, Councilmembers Beck,Haus, Leifeld, Pemble, and Vihrachoff Members Absent:Councilmember Lawrence Staff Present:City Administrator Dan Wietecha Assistant City Administrator Kelly Murtaugh City Attorney Greta Bjerkness Public Works Director Ryan Stempski Police Chief David Wilske Community Development Intern Amelia Thibault Proclamation: International Overdose & Fentanyl Poisoning Awareness Month Approval of Minutes Mayor Fasbender asked if there were any additions or corrections to the minutes of the City Council regular meeting on July 21,2025. Minutes were approved as presented. Comments from the Audience David Ramirez, 1913 2nd St, has a building downtown he hopes to use as a dispensary. He indicated that it would bring in a lot of revenue to the downtown area and would be an asset to the community. As a business owner, he gives 5% of daily earnings to the community groups in Hastings and is willing to continue to contribute to the community. He notes that businesses from out of state will not give to the community and take the earnings out of state. Mark Gelhar, Commander at VFW, provided an obituary of Lt. Gen. Edward John Heinz. The VFW has a committee that is working to provide recognition to him in the city. Zach Rohr, 2141 Westpoint Drive, owner of Minny Grown based in Cannon Falls. Spoke on behalf of the cannabis industry, wanting it to be the strongest and a model. Spoke to increase the cap on retail cannabis stores in the city. Spoke to the current process that requires waiting until the full licensing process is completed with the state. Indicated that to be a leader and meet the wishes of the community, no cap on retail cannabis business is needed. Mike Cordes, Patios and More Landscaping Services, vouched for David Ramirez. He indicated that having respected leaders and business owners helps keep product under control and provide safer product. Tom Walt, 1306 20th Street W., described a growing problem in the city of e-bike speeds and riding on sidewalks. What are the ordinances in the city for where they are supposed to be and getting the information out to residents. Need a stronger public campaign with information. Cindy Tobias, Emergency medical dispatcher, indicating support for David Ramirez, speaking to his character as a business owner. City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy Consent Agenda Councilmember Pemble motioned to approve the Consent Agenda as presented, seconded by Councilmember Leifeld. 6 Ayes, 0 Nays 1.Pay Bills as Audited 2.Resolution No. 08-01-25: Accept Donation to the Police Department for National Night Out 3.Approve Mutual Aid Agreement with Prescott Area Fire and EMS Association 4.Resolution No. 08-02-25: Approve One-Day Temporary Gambling Permit and Temporary On-Sale Liquor License for the Hastings Firefighters Foundation 5.Resolution No. 08-03-25: Approve New Massage Therapist License for Kristina Cariveau 6.2nd Reading/Adopt Ordinance: City Code Chapter 34.03 –Fee Schedule –Electrical Fees 7.2nd Reading/Adopt Ordinance: City Code Chapter 34.03 –Fee Schedule –Civic Arena Ice Rental 8.Authorize Signature: Electrical Services Agreement –Kletschka Inspections 9.Resolution No. 08-04-25: Reauthorize Final Plat Approval -Heritage Ridge 4th Addition 10.Resolution No. 08-05-25: Reauthorize Site Plan Approval –Suite Living 11.Accept Proposal and Authorize Work –2026-2027 Neighborhood Infrastructure Improvements Geotechnical Investigation 12.Accept Proposal and Authorize Work –2026-2027 Neighborhood Infrastructure Improvements Special Benefit Analysis 13.Resolution No. 08-06-25: Adopt-a-Street Program Guidelines & Authorize Hastings Environmental Protectors (HEP) to Adopt a Portion of 10th Street East 14.Resolution No. 08-07-25: Mighty Ducks Grant Program Authorize Signature: Minnesota Pollution Control Agency Grant Agreement –Central Water Treatment Plant Stempski introduced the request to authorize signature of the Minnesota Pollution Control Agency grant agreement for the Central Water Treatment Plant at 1290 North Frontage Rd. The Central Water Treatment Plant (WTP) is designed to remove PFAS form Well 3, 5, and 7. The City qualifies for funding from the East Metro 3M Settlement Funds to remove PFAS from Well 5. If Well 3 and 7 become Settlement-eligible, the Grant Agreement may be amended to account for those costs deemed eligible. The MPCA will reimburse 59% of each construction invoice for the Central Water Treatment Plant. This also includes approximately 90% reimbursement of the construction services to support the project. The total obligation of the Grant Agreement will not exceed $13,686,726.26, unless amended. Stempski reviewed the timeline and tasks over the next two months. No Council discussion. Councilmember Haus motioned to approve as presented, seconded by Councilmember Vihrachoff. 6 Ayes, 0 Nays. Resolution No. 08-08-25: Modify Parking Restrictions on 2nd Street East under TH-61 River Bridge Stempski provided an overview of the request to approve modifications to the parking restrictions on a portion of 2nd Street East beneath the TH-61 Bridge. Staff has received multiple concerns regarding pedestrian safety at the crosswalk just East of the TH-61 overpass on 2nd Street East. Staff conducted a City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy preliminary safety analysis and determined that visibility would be significantly improved by removing all parking on the South side (4 stalls), and the 2 Easternmost stalls on the North side of the block. The Operations Committee of Council discussed the topic and recommended an alternative solution to allow motorcycle-only parking on the South side. Council discussion on recognizing that parking spots Downtown are at a premium and the proposed motorcycle parking is a positive response to some of the concerns raised. Council expressed appreciation for the thoughtfulness of the solution. Councilmember Haus motioned to approve as presented, seconded by Councilmember Leifeld. 6 Ayes, 0 Nays. Resolution No. 08-09-25: Special Use Permit –Retail Cannabis –Leonard McQuen (1304 Vermillion St) Thibault provided an overview of the Special Use permit request by Leonard McQuen. The Planning Commission reviewed the application. The Planning Commission recommended approval of this SUP. Thibault indicated that since the Planning Commission meeting it has been discovered that the location is within 500’ of a residential treatment facility and staff is no longer recommending approval as it is not in compliance with ordinance. No Council discussion. Councilmember Pemble motioned to deny the request, seconded by Councilmember Beck. 6 Ayes, 0 Nays. Resolution No. 08-10-25: Special Use Permit –Retail Cannabis –Steve Anevski (2324 Vermillion St) Thibault provided an overview of the Special Use permit request by Steve Anevski. The Planning Commission reviewed the application. The Planning Commission recommended approval of this SUP. Thibault reiterated issuance of a Special Use Permit does not guarantee right to operate. Council discussion on the TH 61 reconstruction project and the potential impact to access and parking to the location. Thibault indicated the area would be impacted during reconstruction but the future impact on the intersection itself is uncertain at the moment. Council confirmed the request meets current zoning requirements. Councilmember Leifeld motioned to approve as presented, seconded by Councilmember Pemble. 6 Ayes, 0 Nays. Micromobility Recommendations Wilske introduced the request to accept ordinance amendment recommendations to City Code Chapter 70.09 regarding Micromobility Vehicles as provided by the Public Safety Advisory Commission (PSAC). The PSAC was requested to review the ordinance. The PSAC also reviewed ordinances in neighboring jurisdictions and statutory language and provided recommendations to amend the ordinance. These recommendations include updated definitions, reference state statute governing motorized foot scooters, and some operational restrictions. Council discussion on why an ordinance might be needed rather than relying on parental influence. Wilske indicated that there is an increase in the use of micromobility devices and there are increasing numbers of incidents in the City. Wilske indicated the department’s focus has been on City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy educating residents of the law. Council emphasized continued educational efforts about the laws, ordinances and safety as well as suggesting a partnership with the schools. Council expressed appreciation of the work by PSAC. Cannabis Retail Registrations Murtaugh provided an overview of the request to approve recommendations about amended Statute regarding preliminary license approval and retail registration cap interpretation. In the last legislative session, statutory language was amended to allow for preliminary licenses and requiring municipalities to complete local registration for retail cannabis businesses that have had the Office of Cannabis Management (OCM) approval of either preliminary license or a license. Murtaugh explained staff interpretation of statute and the OCM’s interpretation. Council is asked to consider the recommendations and provide guidance to staff. Council discussion regarding the commitment to residents with ordinance decisions that have already been passed. Attorney Bjerkness added interpretations of statute can differ significantly. Council expressed the desire to be business friendly but also recognized there would continue to be changes as the OCM started their licensing process. Council discussed the different components set within ordinance. Murtaugh shared there are two areas of our ordinance that support cannabis businesses: zoning which determines location and allowable special uses, which works in conjunction with the business registration. Bjerkness referenced city ordinances established to guide businesses, noting that if all requirements are met, the recommendation is to approve the special use applications. Council discussion on the cap on retail, from one as the starting place originally chosen to the interest in no cap on retail businesses. Council posed questions regarding any legal risks. Discussion on the buffer zones and distancing from other cannabis businesses. Bjerkness provided insights on the potential legal risks should the Council choose interpretation different than staff recommendations. Councilmember Pemble motioned to approve increasing the retail registration cap to two (2) as presented, seconded by Councilmember Beck. 5 Ayes, 1 Nay (Leifeld). Council discussion about accepting the preliminary license approval with a proposal to hold a workshop for Council to discuss this and continued discussion on the cap. City Attorney Bjerkness noted that the interpretations of statutory language add complexity to the issue with one interpretation being that cities may choose preliminary approval or license when issuing a registration. The other interpretation is that the city must issue a registration to anyone who has either. The Council discussed concerns about altering requirements for individuals already engaged in the state licensing process, while also acknowledging that further changes to the statute are likely in future legislative sessions. PFAS Update Wietecha provided the following key updates: •The central WTP was bid in June-July as two projects: the raw water main connecting Well #7 and the WTP itself. Construction is expected to start construction in early September. •The grant agreement for the Settlement funds for the construction costs allocated to Well #5 is on the August 4 agenda, approximately $13.7M. •The PFA loan agreement, including the two Emerging Contaminants grants, is expected on the August 18 agenda, approximately $10M. •Bid opening for the raw water mains and the central WTP itself were very competitive. Both will be on the City Council’s August 18 agenda to award contracts after the project financing has been approved. City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy •At present, budget planning estimates a 37.2% water rate increase for 2026. This could change during budget planning depending on state or federal assistance, construction bids for the central WTP, and the construction schedule. No Council discussion. Announcements •National Night Out is an annual community-building event. Please join us Tuesday, August 5, at Lions Park or at local neighborhood gatherings. •Rec + Art + Police is Wednesday, August 6, from 1 to 2 pm at Conzemius Park with obstacle course and nature bouquet activities. Supported by SC Toys, Country Financial, Hastings Lions Club, Hastings Family Service, Community Ed, and Hastings Prescott Arts Council. •Summer Rec Programs at Levee Park… o Thursday, August 7, Music & Market with “70’s Magic Sunshine –Tribute to 1970’s.” Supported by the Ruth and George Doffing Charitable Fund. o Friday, August 8, Movies in the Park with “Inside Out 2.” Sponsored by Ardent Mills. Please bring a non-perishable food donation. •Hastings’ 5th Annual Overdose and Fentanyl Poisoning Awareness Day is August 21, presented by the Devin J. Norring Foundation in collaboration with United Way of Hastings and Our Saviour’s Lutheran Church. Meetings •Arts & Culture Commission Special Meeting on Wednesday, August 6, 2025 at 6:00 p.m. •Planning Commission Meeting on Monday, August 11,2025 at 7:00 p.m. •Arts & Culture Commission Meeting on Wednesday, August 13, 2025 at 6:00 p.m. •HEDRA Meeting on Thursday, August 14, 2025 at 6:00 p.m. •City Council Meeting on Monday, August 18, 2025 at 7:00 p.m. Councilmember Pemble motioned to adjourn the meeting at 9:12 PM, seconded by Councilmember Haus. Ayes 6,Nays 0. ____________________________________________________ Kelly Murtaugh, City Clerk Mary D. Fasbender, Mayor Sign up to receive automatic notification of Council agendas At ccagenda-subscribe@hastingsmn.gov or by calling 651-480-2350 City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy CITY OF HASTINGS CITY COUNCIL AGENDA Monday, August 18,2025 7:00 p.m. I.CALL TO ORDER II.PLEDGE OF ALLEGIANCE III.ROLL CALL IV.DETERMINATION OF QUORUM Recognition of Outgoing Planning Commissioner Bryce LeBrun V.APPROVAL OF MINUTES Approve Minutes of the City Council regular meeting on August 4,2025. VI.COMMENTS FROM THE AUDIENCE Comments from the audience may include remarks about items listed on the Consent Agenda. VII.COUNCIL ITEMS TO BE CONSIDERED VIII.CONSENT AGENDA The items on the Consent Agenda are items of routine nature or no perceived controversy to be acted upon by the City Council in a single motion. There will be no discussion on these items unless a Councilmember so requests, in which event the items will be removed from the Consent Agenda to the appropriate Department for discussion. 1.Pay Bills as Audited 2.Resolution: Accept Donation to the Parks and Recreation Department from Steve & Sharon Runtsch 3.Resolution: Accept Donation to the Parks and Recreation Department from the Family of Butch & Joey Kane 4.Resolution: Accept Donation to the Parks and Recreation Department from the Family and Friends of Jenny Wiederholt-Pine 5.Resolution: Accept Donation to the Parks and Recreation Department from the Family and Friends of Joan Warner 6.Approve Pay Estimate No. 2 for the 2025 Neighborhood Infrastructure Improvements – Northwest Asphalt Inc. ($663,624.77) 7.Approve Pay Estimate No. 3 for the Industrial Park Water Tower Reconditioning – Tanksco, Inc. ($316,568.50) 8.Resolution: Authorizing Bond Issue for PFA Loan related to the Central WTP and Raw Watermain Projects 9.Authorize Signature of WSB Construction Support Services for the Central WTP and Raw Watermain Projects 10.Approve 2026 Labor Agreement with Law Enforcement Labor Services, #249 (Police Officers) 11.Approve Memorandum of Understanding –Lateral Transfer with Law Enforcement Labor Services, #249 (Police Officers) 12.Resolution: Approve Arts Event Grant: River Valley Community Orchestra Sign up to receive automatic notification of Council agendas At ccagenda-subscribe@hastingsmn.gov or by calling 651-480-2350 City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy 13.Resolution: Approve Arts Event Grant: River Valley Chorale 14.Accept Planning Commissioner Resignation: Bryce LeBrun 15.Appoint Planning Commissioner: Nicole DePalma 16.Resolution: Approve Liquor License Amendment for Hastings Tavern 17.Resolution: Denial of Special Use Permit for Retail Cannabis –Leonard McQuen – Kailua Cultivation (1304 Vermillion St) 18.Financial Report: 2nd Quarter 2025 19.Strategic Plan: 2nd Quarter Report 2025 IX.AWARDING OF CONTRACTS AND PUBLIC HEARING These are formal proceedings that give the public the opportunity to express their concern, ask questions, provide additional information, or support on a particular matter. Once the public hearing is closed, no further testimony is typically allowed and the Council will deliberate amongst itself and with staff and/or applicant on potential action by the Council. 1.Resolution: Receiving Bids and Awarding Contract for the Central Water Treatment Plant Raw Water Main Project 2.Resolution: Receiving Bids and Awarding Contract for the Central Water Treatment Plant X.REPORTS FROM CITY STAFF These items are intended primarily for Council discussion and action. It is up to the discretion of the Mayor as to what, if any, public comment will be heard on these agenda items. A.Public Works B.Parks and Recreation C.Community Development 1.Resolution: Site Plan –Chase Bank (1720 Market Blvd) D.Public Safety E.Administration XI.UNFINISHED BUSINESS XII.NEW BUSINESS XIII.REPORTS FROM CITY COMMITTEES, OFFICERS, COUNCILMEMBERS XIV.ADJOURNMENT Next Regular City Council Meeting: Tuesday,September 2, 2025 7:00 p.m. City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy Hastings, Minnesota City Council Meeting Minutes August 4, 2025 The City Council of the City of Hastings, Minnesota met in a regular meeting on Monday, August 4, 2025 at 7:00 p.m.in the Council Chambers at Hastings City Hall, 101 East 4th Street, Hastings, Minnesota. Members Present: Mayor Fasbender, Councilmembers Beck,Haus, Leifeld, Pemble, and Vihrachoff Members Absent:Councilmember Lawrence Staff Present:City Administrator Dan Wietecha Assistant City Administrator Kelly Murtaugh City Attorney Greta Bjerkness Public Works Director Ryan Stempski Police Chief David Wilske Community Development Intern Amelia Thibault Proclamation: International Overdose & Fentanyl Poisoning Awareness Month Approval of Minutes Mayor Fasbender asked if there were any additions or corrections to the minutes of the City Council regular meeting on July 21,2025. Minutes were approved as presented. Comments from the Audience David Ramirez, 1913 2nd St, has a building downtown he hopes to use as a dispensary. He indicated that it would bring in a lot of revenue to the downtown area and would be an asset to the community. As a business owner, he gives 5% of daily earnings to the community groups in Hastings and is willing to continue to contribute to the community. He notes that businesses from out of state will not give to the community and take the earnings out of state. Mark Gelhar, Commander at VFW, provided an obituary of Lt. Gen. Edward John Heinz. The VFW has a committee that is working to provide recognition to him in the city. Zach Rohr, 2141 Westpoint Drive, owner of Minny Grown based in Cannon Falls. Spoke on behalf of the cannabis industry, wanting it to be the strongest and a model. Spoke to increase the cap on retail cannabis stores in the city. Spoke to the current process that requires waiting until the full licensing process is completed with the state. Indicated that to be a leader and meet the wishes of the community, no cap on retail cannabis business is needed. Mike Cordes, Patios and More Landscaping Services, vouched for David Ramirez. He indicated that having respected leaders and business owners helps keep product under control and provide safer product. Tom Walt, 1306 20th Street W., described a growing problem in the city of e-bike speeds and riding on sidewalks. What are the ordinances in the city for where they are supposed to be and getting the information out to residents. Need a stronger public campaign with information. Cindy Tobias, Emergency medical dispatcher, indicating support for David Ramirez, speaking to his character as a business owner. City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy Consent Agenda Councilmember Pemble motioned to approve the Consent Agenda as presented, seconded by Councilmember Leifeld. 6 Ayes, 0 Nays 1.Pay Bills as Audited 2.Resolution No. 08-01-25: Accept Donation to the Police Department for National Night Out 3.Approve Mutual Aid Agreement with Prescott Area Fire and EMS Association 4.Resolution No. 08-02-25: Approve One-Day Temporary Gambling Permit and Temporary On-Sale Liquor License for the Hastings Firefighters Foundation 5.Resolution No. 08-03-25: Approve New Massage Therapist License for Kristina Cariveau 6.2nd Reading/Adopt Ordinance: City Code Chapter 34.03 –Fee Schedule –Electrical Fees 7.2nd Reading/Adopt Ordinance: City Code Chapter 34.03 –Fee Schedule –Civic Arena Ice Rental 8.Authorize Signature: Electrical Services Agreement –Kletschka Inspections 9.Resolution No. 08-04-25: Reauthorize Final Plat Approval -Heritage Ridge 4th Addition 10.Resolution No. 08-05-25: Reauthorize Site Plan Approval –Suite Living 11.Accept Proposal and Authorize Work –2026-2027 Neighborhood Infrastructure Improvements Geotechnical Investigation 12.Accept Proposal and Authorize Work –2026-2027 Neighborhood Infrastructure Improvements Special Benefit Analysis 13.Resolution No. 08-06-25: Adopt-a-Street Program Guidelines & Authorize Hastings Environmental Protectors (HEP) to Adopt a Portion of 10th Street East 14.Resolution No. 08-07-25: Mighty Ducks Grant Program Authorize Signature: Minnesota Pollution Control Agency Grant Agreement –Central Water Treatment Plant Stempski introduced the request to authorize signature of the Minnesota Pollution Control Agency grant agreement for the Central Water Treatment Plant at 1290 North Frontage Rd. The Central Water Treatment Plant (WTP) is designed to remove PFAS form Well 3, 5, and 7. The City qualifies for funding from the East Metro 3M Settlement Funds to remove PFAS from Well 5. If Well 3 and 7 become Settlement-eligible, the Grant Agreement may be amended to account for those costs deemed eligible. The MPCA will reimburse 59% of each construction invoice for the Central Water Treatment Plant. This also includes approximately 90% reimbursement of the construction services to support the project. The total obligation of the Grant Agreement will not exceed $13,686,726.26, unless amended. Stempski reviewed the timeline and tasks over the next two months. No Council discussion. Councilmember Haus motioned to approve as presented, seconded by Councilmember Vihrachoff. 6 Ayes, 0 Nays. Resolution No. 08-08-25: Modify Parking Restrictions on 2nd Street East under TH-61 River Bridge Stempski provided an overview of the request to approve modifications to the parking restrictions on a portion of 2nd Street East beneath the TH-61 Bridge. Staff has received multiple concerns regarding pedestrian safety at the crosswalk just East of the TH-61 overpass on 2nd Street East. Staff conducted a City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy preliminary safety analysis and determined that visibility would be significantly improved by removing all parking on the South side (4 stalls), and the 2 Easternmost stalls on the North side of the block. The Operations Committee of Council discussed the topic and recommended an alternative solution to allow motorcycle-only parking on the South side. Council discussion on recognizing that parking spots Downtown are at a premium and the proposed motorcycle parking is a positive response to some of the concerns raised. Council expressed appreciation for the thoughtfulness of the solution. Councilmember Haus motioned to approve as presented, seconded by Councilmember Leifeld. 6 Ayes, 0 Nays. Resolution No. 08-09-25: Special Use Permit –Retail Cannabis –Leonard McQuen (1304 Vermillion St) Thibault provided an overview of the Special Use permit request by Leonard McQuen. The Planning Commission reviewed the application. The Planning Commission recommended approval of this SUP. Thibault indicated that since the Planning Commission meeting it has been discovered that the location is within 500’ of a residential treatment facility and staff is no longer recommending approval as it is not in compliance with ordinance. No Council discussion. Councilmember Pemble motioned to deny the request, seconded by Councilmember Beck. 6 Ayes, 0 Nays. Resolution No. 08-10-25: Special Use Permit –Retail Cannabis –Steve Anevski (2324 Vermillion St) Thibault provided an overview of the Special Use permit request by Steve Anevski. The Planning Commission reviewed the application. The Planning Commission recommended approval of this SUP. Thibault reiterated issuance of a Special Use Permit does not guarantee right to operate. Council discussion on the TH 61 reconstruction project and the potential impact to access and parking to the location. Thibault indicated the area would be impacted during reconstruction but the future impact on the intersection itself is uncertain at the moment. Council confirmed the request meets current zoning requirements. Councilmember Leifeld motioned to approve as presented, seconded by Councilmember Pemble. 6 Ayes, 0 Nays. Micromobility Recommendations Wilske introduced the request to accept ordinance amendment recommendations to City Code Chapter 70.09 regarding Micromobility Vehicles as provided by the Public Safety Advisory Commission (PSAC). The PSAC was requested to review the ordinance. The PSAC also reviewed ordinances in neighboring jurisdictions and statutory language and provided recommendations to amend the ordinance. These recommendations include updated definitions, reference state statute governing motorized foot scooters, and some operational restrictions. Council discussion on why an ordinance might be needed rather than relying on parental influence. Wilske indicated that there is an increase in the use of micromobility devices and there are increasing numbers of incidents in the City. Wilske indicated the department’s focus has been on City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy educating residents of the law. Council emphasized continued educational efforts about the laws, ordinances and safety as well as suggesting a partnership with the schools. Council expressed appreciation of the work by PSAC. Cannabis Retail Registrations Murtaugh provided an overview of the request to approve recommendations about amended Statute regarding preliminary license approval and retail registration cap interpretation. In the last legislative session, statutory language was amended to allow for preliminary licenses and requiring municipalities to complete local registration for retail cannabis businesses that have had the Office of Cannabis Management (OCM) approval of either preliminary license or a license. Murtaugh explained staff interpretation of statute and the OCM’s interpretation. Council is asked to consider the recommendations and provide guidance to staff. Council discussion regarding the commitment to residents with ordinance decisions that have already been passed. Attorney Bjerkness added interpretations of statute can differ significantly. Council expressed the desire to be business friendly but also recognized there would continue to be changes as the OCM started their licensing process. Council discussed the different components set within ordinance. Murtaugh shared there are two areas of our ordinance that support cannabis businesses: zoning which determines location and allowable special uses, which works in conjunction with the business registration. Bjerkness referenced city ordinances established to guide businesses, noting that if all requirements are met, the recommendation is to approve the special use applications. Council discussion on the cap on retail, from one as the starting place originally chosen to the interest in no cap on retail businesses. Council posed questions regarding any legal risks. Discussion on the buffer zones and distancing from other cannabis businesses. Bjerkness provided insights on the potential legal risks should the Council choose interpretation different than staff recommendations. Councilmember Pemble motioned to approve increasing the retail registration cap to two (2) as presented, seconded by Councilmember Beck. 5 Ayes, 1 Nay (Leifeld). Council discussion about accepting the preliminary license approval with a proposal to hold a workshop for Council to discuss this and continued discussion on the cap. City Attorney Bjerkness noted that the interpretations of statutory language add complexity to the issue with one interpretation being that cities may choose preliminary approval or license when issuing a registration. The other interpretation is that the city must issue a registration to anyone who has either. The Council discussed concerns about altering requirements for individuals already engaged in the state licensing process, while also acknowledging that further changes to the statute are likely in future legislative sessions. PFAS Update Wietecha provided the following key updates: •The central WTP was bid in June-July as two projects: the raw water main connecting Well #7 and the WTP itself. Construction is expected to start construction in early September. •The grant agreement for the Settlement funds for the construction costs allocated to Well #5 is on the August 4 agenda, approximately $13.7M. •The PFA loan agreement, including the two Emerging Contaminants grants, is expected on the August 18 agenda, approximately $10M. •Bid opening for the raw water mains and the central WTP itself were very competitive. Both will be on the City Council’s August 18 agenda to award contracts after the project financing has been approved. City Council packets can be viewed in searchable format on the City’s website at https://www.hastingsmn.gov/city-government/city-council/city-council-documents-copy •At present, budget planning estimates a 37.2% water rate increase for 2026. This could change during budget planning depending on state or federal assistance, construction bids for the central WTP, and the construction schedule. No Council discussion. Announcements •National Night Out is an annual community-building event. Please join us Tuesday, August 5, at Lions Park or at local neighborhood gatherings. •Rec + Art + Police is Wednesday, August 6, from 1 to 2 pm at Conzemius Park with obstacle course and nature bouquet activities. Supported by SC Toys, Country Financial, Hastings Lions Club, Hastings Family Service, Community Ed, and Hastings Prescott Arts Council. •Summer Rec Programs at Levee Park… o Thursday, August 7, Music & Market with “70’s Magic Sunshine –Tribute to 1970’s.” Supported by the Ruth and George Doffing Charitable Fund. o Friday, August 8, Movies in the Park with “Inside Out 2.” Sponsored by Ardent Mills. Please bring a non-perishable food donation. •Hastings’ 5th Annual Overdose and Fentanyl Poisoning Awareness Day is August 21, presented by the Devin J. Norring Foundation in collaboration with United Way of Hastings and Our Saviour’s Lutheran Church. Meetings •Arts & Culture Commission Special Meeting on Wednesday, August 6, 2025 at 6:00 p.m. •Planning Commission Meeting on Monday, August 11,2025 at 7:00 p.m. •Arts & Culture Commission Meeting on Wednesday, August 13, 2025 at 6:00 p.m. •HEDRA Meeting on Thursday, August 14, 2025 at 6:00 p.m. •City Council Meeting on Monday, August 18, 2025 at 7:00 p.m. Councilmember Pemble motioned to adjourn the meeting at 9:12 PM, seconded by Councilmember Haus. Ayes 6,Nays 0. ____________________________________________________ Kelly Murtaugh, City Clerk Mary D. Fasbender, Mayor City Council Memorandum To: Mayor Fasbender & City Council Members From: Connie Lang - Accountant Date: 08/14/2025 Item: Disbursements Council Action Requested: Staff requests: Council review of July 2025 automatic payments. Council review of weekly routine disbursements issued 08/12/2025. Council approval of routine disbursements, capital purchases and employee reimbursements to be issued 08/19/2025. Background Information: Disbursements for routine items are made weekly. Disbursements for capital purchases and employee reimbursements are made twice a month, subsequent to Council approval. Financial Impact: July 2025 Auto Payments $ 888,549.50 Disbursement checks, ACH issued on 08/12/2025 $ 898,345.92 Disbursement checks, ACH to be issued on 08/19/2025 $ 1,325,257.44 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments:● Council Reports City Council Memorandum To:Mayor Fasbender &City Councilmembers From:Jessica Urbach, Parks and Recreation Office Assistant Date:August 18, 2025 Item:Accept Donation to the Parks and Recreation Department Council Action Requested:Council is asked to accept a donation in the amount of $400.00, made to the Parks and Recreation Department and has designated that this donation be used for a Memorial Tree in a City Park or on a City Trail. Background Information:Steven & Sharon Runtsch have made this donation to be used for a Memorial Tree in a City Park or on a City Trail. Financial Impact: Increase the Parks and Recreation donation account by $400.00 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution VIII-02 CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ A RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE PARKS AND RECREATION DEPARTMENT WHEREAS,Steve & Sharon Runtsch have presented to the City Parks & Recreation Department a donation of $400.00 and has designated that this donation be used for a Memorial Tree in a City Park or on a City Trail; and WHEREAS,the City Council is appreciative of the donation and commends Steve & Sharon Runtsch for their civic efforts, NOW, THEREFORE BE IT RESOLVED,by the City Council of the City of Hastings, Minnesota; 1.That the donation is accepted and acknowledged with gratitude; and 2.That the donation will be appropriated for a memorial tree to be placed in a City Park or on a City Trail; and Adopted this 18th day of August, 2025. __________________________ Mary D. Fasbender, Mayor ATTEST: __________________________ Kelly Murtaugh, City Clerk VIII-02 City Council Memorandum To:Mayor Fasbender &City Councilmembers From:Jessica Urbach, Parks and Recreation Office Assistant Date:August 18, 2025 Item:Accept Donation to the Parks and Recreation Department Council Action Requested:Council is asked to accept a donation in the amount of $1,000.00, made to the Parks and Recreation Department and has designated that this donation be used for a Memorial Bench in a City Park or on a City Trail. Background Information:The Weisz family has made this donation to be used for a Memorial Bench in a City Park or on a City Trail. Financial Impact: Increase the Parks and Recreation donation account by $1,000.00 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution VIII-03 CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ A RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE PARKS AND RECREATION DEPARTMENT WHEREAS,the Weisz family has presented to the City Parks & Recreation Department a donation of $1,000.00 in honor of Butch & Joey Kane and has designated that this donation be used for a Memorial Bench in a City Park or on a City Trail; and WHEREAS,the City Council is appreciative of the donation and commends the Weisz family for their civic efforts, NOW, THEREFORE BE IT RESOLVED,by the City Council of the City of Hastings, Minnesota; 1.That the donation is accepted and acknowledged with gratitude; and 2.That the donation will be appropriated for a memorial bench to be placed in a City Park or on a City Trail; and Adopted this 18th day of August, 2025. __________________________ Mary D. Fasbender, Mayor ATTEST: __________________________ Kelly Murtaugh, City Clerk VIII-03 City Council Memorandum To:Mayor Fasbender &City Councilmembers From:Jessica Urbach, Parks and Recreation Office Assistant Date:August 18, 2025 Item:Accept Donation to the Parks and Recreation Department Council Action Requested:Council is asked to accept a donation in the amount of $800.00, made to the Parks and Recreation Department and has designated that this donation be used for two Memorial Trees in a City Park or on a City Trail. Background Information:The family and friends of Jenny Wiederholt-Pine have made this donation to be used for two Memorial Trees in a City Park or on a City Trail. Financial Impact: Increase the Parks and Recreation donation account by $800.00 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution VIII-04 CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ A RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE PARKS AND RECREATION DEPARTMENT WHEREAS,the family and friends of Jenny Wiederholt-Pine have presented to the City Parks & Recreation Department a donation of $800.00 and has designated that this donation be used for two Memorial Trees in a City Park or on a City Trail; and WHEREAS,the City Council is appreciative of the donation and commends the family and friends of Jenny Wiederholt-Pine for their civic efforts, NOW, THEREFORE BE IT RESOLVED,by the City Council of the City of Hastings, Minnesota; 1.That the donation is accepted and acknowledged with gratitude; and 2.That the donation will be appropriated for two memorial trees to be placed in a City Park or on a City Trail; and Adopted this 18th day of August, 2025. __________________________ Mary D. Fasbender, Mayor ATTEST: __________________________ Kelly Murtaugh, City Clerk VIII-04 City Council Memorandum To:Mayor Fasbender &City Councilmembers From:Jessica Urbach, Parks and Recreation Office Assistant Date:August 18, 2025 Item:Accept Donation to the Parks and Recreation Department Council Action Requested:Council is asked to accept a donation in the amount of $1,000.00, made to the Parks and Recreation Department and has designated that this donation be used for a Memorial Bench in a City Park or on a City Trail. Background Information:The Bauer family has made this donation to be used for a Memorial Bench in a City Park or on a City Trail in honor of Joan Warner. Financial Impact: Increase the Parks and Recreation donation account by $1,000.00 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution VIII-05 CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ A RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE PARKS AND RECREATION DEPARTMENT WHEREAS,the family and friends of Joan Warner have presented to the City Parks & Recreation Department a donation of $1,000.00 and has designated that this donation be used for a Memorial Bench in a City Park or on a City Trail; and WHEREAS,the City Council is appreciative of the donation and commends the family and friends of Joan Warner for their civic efforts, NOW, THEREFORE BE IT RESOLVED,by the City Council of the City of Hastings, Minnesota; 1.That the donation is accepted and acknowledged with gratitude; and 2.That the donation will be appropriated for a memorial bench to be placed in a City Park or on a City Trail; and Adopted this 18th day of August, 2025. __________________________ Mary D. Fasbender, Mayor ATTEST: __________________________ Kelly Murtaugh, City Clerk VIII-05 Quantity Unit Price Amount Quantity Amount Quantity Amount Pay Estimate #2 Quantity Amount 1 MOBILIZATION LS 1 130,000.00$ 130,000.00$ 0.5 65,000.00$ 0.5 65,000.00$ -$ 2 CLEARING TREE 16 550.00$ 8,800.00$ 17 9,350.00$ 17 9,350.00$ -$ 3 GRUBBING TREE 16 350.00$ 5,600.00$ 16 5,600.00$ 16 5,600.00$ -$ 4 REMOVE EXISTING GATE VALVE EA 27 200.00$ 5,400.00$ 14 2,800.00$ 8 1,600.00$ 6 1,200.00$ 5 REMOVE EXISTING HYDRANT & GATE VALVE EA 10 400.00$ 4,000.00$ 9 3,600.00$ 7 2,800.00$ 2 800.00$ 6 REMOVE EXISTING STORM SEWER STRUCTURE (ALL DEPTHS & SIZES)EA 35 450.00$ 15,750.00$ 27 12,150.00$ 15 6,750.00$ 12 5,400.00$ 7 REMOVE EXISTING SANITARY MANHOLE EA 8 450.00$ 3,600.00$ 10 4,500.00$ 5 2,250.00$ 5 2,250.00$ 8 REMOVE EXISTING CONCRETE PEDESTRIAN RAMP EA 10 250.00$ 2,500.00$ 2 500.00$ -$ 2 500.00$ 9 SALVAGE AND REINSTALL MAILBOX EA 19 280.00$ 5,320.00$ -$ -$ -$ 10 SALVAGE AND REINSTALL MAILBOX SPECIAL EA 4 450.00$ 1,800.00$ -$ -$ -$ 11 ABANDON SANITARY SEWER MANHOLE EA 1 450.00$ 450.00$ 1 450.00$ -$ 1 450.00$ 12 SAWCUT EXISTING BITUMINOUS PAVEMENT LF 1177 3.50$ 4,119.50$ 486 1,701.00$ 486 1,701.00$ -$ 13 REMOVE CONCRETE CURB & GUTTER LF 9280 3.20$ 29,696.00$ 9142 29,254.40$ 4650 14,880.00$ 4492 14,374.40$ 14 REMOVE EXISTING STORM SEWER PIPE (ALL DEPTHS & SIZES)LF 356 15.00$ 5,340.00$ 356 5,340.00$ -$ 356 5,340.00$ 15 REMOVE EXISTING SANITARY SEWER PIPE (ALL DEPTHS & SIZES)LF 234 10.00$ 2,340.00$ 180 1,800.00$ 180 1,800.00$ -$ 16 REMOVE EXISTING WATER MAIN (ALL DEPTHS & SIZES)LF 338 10.00$ 3,380.00$ 388 3,880.00$ 388 3,880.00$ -$ 17 ABANDON EXISTING SANITARY SEWER PIPE LF 295 8.00$ 2,360.00$ 415 3,320.00$ -$ 415 3,320.00$ 18 REMOVE CONCRETE SIDEWALK SY 275 8.00$ 2,200.00$ 13 104.00$ 10 80.00$ 3 24.00$ 19 REMOVE CONCRETE DRIVEWAY SY 1400 6.00$ 8,400.00$ 954 5,724.00$ 555 3,330.00$ 399 2,394.00$ 20 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 272 6.00$ 1,632.00$ 8 48.00$ -$ 8 48.00$ 21 REMOVE BITUMINOUS PAVEMENT SY 17661 3.00$ 52,983.00$ 8260 24,780.00$ 8260 24,780.00$ -$ 22 SALVAGE AND REINSTALL DRIVEWAY PAVERS SF 15 98.00$ 1,470.00$ -$ -$ -$ 23 SUBGRADE PREPARATION OF RECLAIMED SURFACE SY 13443 1.81$ 24,331.83$ 6385 11,556.85$ 6385 11,556.85$ -$ 24 COMMON EXCAVATION (EV)CY 4340 15.00$ 65,100.00$ 390 5,850.00$ 390 5,850.00$ -$ 25 COMMON EXCAVATION SIDEWALK (EV)CY 350 25.00$ 8,750.00$ -$ -$ -$ 26 HAUL EXCESS RECLAIM MATERIAL (LV)CY 1136 12.00$ 13,632.00$ 546 6,552.00$ 546 6,552.00$ -$ 27 SUBGRADE CORRECTION (EV)CY 1400 10.00$ 14,000.00$ 987 9,870.00$ 156 1,560.00$ 831 8,310.00$ 28 CRUSHED ROCK BORROW MATERIAL (LV)CY 1400 1.00$ 1,400.00$ 465 465.00$ -$ 465 465.00$ 29 GRANULAR PIPE BEDDING (LV)CY 100 0.01$ 1.00$ -$ -$ -$ 30 SALVAGE AGGREGATE FROM STOCKPILE (MILLINGS)CY 50 20.00$ 1,000.00$ 140 2,800.00$ -$ 140 2,800.00$ 31 AGGREGATE BASE CLASS 5 (STREET)TON 8592 19.00$ 163,248.00$ 5283 100,377.00$ 991 18,829.00$ 4292 81,548.00$ 32 AGGREGATE BASE CLASS 5 (TRAIL OR WALK)TON 290 23.00$ 6,670.00$ -$ -$ -$ 33 JOINT ADHESIVE LF 18033 0.55$ 9,918.15$ -$ -$ -$ 34 FULL DEPTH PAVEMENT RECLAMATION - 8-10 INCHES SY 10257 0.88$ 9,026.16$ 10257 9,026.16$ 3199 2,815.12$ 7058 6,211.04$ 35 FULL DEPTH PAVEMENT RECLAMATION - 12 INCHES SY 3186 0.88$ 2,803.68$ 3186 2,803.68$ 3186 2,803.68$ -$ 36 BITUMINOUS MATERIAL FOR TACK COAT GAL 3046 0.01$ 30.46$ 55 0.55$ -$ 55 0.55$ 37 TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK (DRIVEWAYS/TRAILS)SY 321 31.37$ 10,069.77$ 72 2,258.64$ -$ 72 2,258.64$ 38 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON 3720 82.50$ 306,900.00$ -$ -$ -$ 39 TYPE SP 12.5 NON WEAR COURSE MIX (3,C)TON 3720 74.72$ 277,958.40$ 933 69,713.76$ -$ 933 69,713.76$ 40 BITUMINOUS INCENTIVE/DISINCENTIVE LS 1 9,000.00$ 9,000.00$ -$ -$ -$ 41 MODULAR BLOCK RETAINING WALL SF 175 71.25$ 12,468.75$ -$ -$ -$ 42 MODIFY EXISTING MODULAR BLOCK RETAINING WALL SF 100 26.00$ 2,600.00$ -$ -$ -$ 43 12" RCP DES 3006 CL III LF 111 59.00$ 6,549.00$ 68 4,012.00$ -$ 68 4,012.00$ 44 15" RCP DES 3006 CL III LF 941 60.00$ 56,460.00$ 752 45,120.00$ 90 5,400.00$ 662 39,720.00$ 45 18" RCP DES 3006 CL III LF 426 63.20$ 26,923.20$ 410 25,912.00$ -$ 410 25,912.00$ 46 24" RCP DES 3006 CL III LF 34 79.00$ 2,686.00$ -$ -$ -$ 47 27" RCP DES 3006 CL III LF 182 93.00$ 16,926.00$ 182 16,926.00$ 150 13,950.00$ 32 2,976.00$ 48 CONNECT TO EXISTING STORM SEWER EA 35 1,000.00$ 35,000.00$ 35 35,000.00$ 25 25,000.00$ 10 10,000.00$ 49 CONST DRAINAGE STRUCTURE 24" X 36"EA 23 3,364.00$ 77,372.00$ 16 53,824.00$ 3 10,092.00$ 13 43,732.00$ 50 CONST DRAINAGE STRUCTURE 4020 48" DIA EA 10 3,763.00$ 37,630.00$ 9 33,867.00$ 4 15,052.00$ 5 18,815.00$ 51 CONST DRAINAGE STRUCTURE 4020 60" DIA EA 3 7,464.00$ 22,392.00$ 3 22,392.00$ 3 22,392.00$ -$ 52 CONST DRAINAGE STRUCTURE 4020 72" DIA EA 3 7,154.00$ 21,462.00$ 3 21,462.00$ 3 21,462.00$ -$ 53 CONST DRAINAGE STRUCTURE 4020 84" DIA EA 3 8,560.00$ 25,680.00$ 3 25,680.00$ 2 17,120.00$ 1 8,560.00$ COMPLETED Total To Date Previous Periods This Pay Period Request For Payment Date: 8/1/2025 Project: 2025 Neighborhood Infrastructure Improvements Contractor: Northwest Asphalt Inc. Request Number: 2 Payment Period: 7/1/2025 - 7/31/2025 ITEM NO.DESCRIPTION UNIT ORIGINAL BID Hastings Project 2025-1 2025 Neighborhood Infrastructure Improvements Page 1 of 3 VIII-06 Quantity Unit Price Amount Quantity Amount Quantity Amount Pay Estimate #2 Quantity Amount 54 REPLACE EXISTING STORM SEWER CASTING SPECIAL EA 8 1,463.00$ 11,704.00$ 4 5,852.00$ -$ 4 5,852.00$ 55 ADJUST FRAME RING AND CASTING (SPECIAL) EA 27 685.00$ 18,495.00$ 6 4,110.00$ -$ 6 4,110.00$ 56 GEOTEXTILE FILTER MATERIAL TYPE IV SY 50 2.00$ 100.00$ -$ -$ -$ 57 4" CONCRETE SIDEWALK SF 11094 5.75$ 63,790.50$ 15 86.25$ 15 86.25$ -$ 58 6" CONCRETE SIDEWALK SF 115 10.45$ 1,201.75$ -$ -$ -$ 59 B618 CONCRETE CURB & GUTTER LF 9406 17.40$ 163,664.40$ 1297.00 22,567.80$ 1297 22,567.80$ -$ 60 REMOVE & REPLACE EXISTING CURB & GUTTER (ALL TYPES & SIZES) LF 2387 42.00$ 100,254.00$ 1289 54,138.00$ 1289 54,138.00$ -$ 61 6" CONCRETE DRIVEWAY PAVEMENT SY 1625 68.35$ 111,068.75$ 449 30,689.15$ 449 30,689.15$ -$ 62 CONCRETE PEDESTRIAN RAMP EA 23 1,265.00$ 29,095.00$ -$ -$ -$ 63 TRAFFIC CONTROL LS 1 15,000.00$ 15,000.00$ 0.5 7,500.00$ 1 7,500.00$ -$ 64 ROCK CONSTRUCTION EXIT EA 14 350.00$ 4,900.00$ -$ -$ -$ 65 STORM DRAIN INLET PROTECTION EA 74 125.00$ 9,250.00$ 74 9,250.00$ 37 4,625.00$ 37 4,625.00$ 66 SILT FENCE, TYPE MS LF 150 7.50$ 1,125.00$ -$ -$ -$ 67 EROSION & SEDIMENT CONTROL LS 1 28,960.00$ 28,960.00$ 0.5 14,480.00$ 1 14,480.00$ -$ 68 LOAM TOPSOIL BORROW (LV) CY 1220 25.00$ 30,500.00$ -$ -$ -$ 69 EROSION CONTROL BLANKETS CATEGORY 4 SY 200 6.00$ 1,200.00$ -$ -$ -$ 70 SEEDING, BLOWN COMPOST SY 11250 2.75$ 30,937.50$ -$ -$ -$ 71 4" SOLID LINE PAINT LF 2050 0.50$ 1,025.00$ -$ -$ -$ 72 12" SOLID LINE PAINT LF 85 5.00$ 425.00$ -$ -$ -$ 73 4" BROKEN LINE PAINT LF 1670 0.50$ 835.00$ -$ -$ -$ 74 TEMPORARY BYPASS PUMPING LS 1 5,000.00$ 5,000.00$ 1 5,000.00$ 1 5,000.00$ -$ 75 CONNECT TO EXISTING SANITARY SEWER EA 5 1,250.00$ 6,250.00$ 6 7,500.00$ 4 5,000.00$ 2 2,500.00$ 76 CONNECT TO EXISTING SANITARY SEWER STRUCTURE EA 1 2,500.00$ 2,500.00$ 1 2,500.00$ 1 2,500.00$ -$ 77 CONNECT TO EXISTING SANITARY SEWER SERVICE EA 35 350.00$ 12,250.00$ 34 11,900.00$ 17 5,950.00$ 17 5,950.00$ 78 4" ON 8" PVC WYE EA 37 374.00$ 13,838.00$ 37 13,838.00$ 17 6,358.00$ 20 7,480.00$ 79 RECONSTRUCT EXISTNG SANITARY SEWER MANHOLE INVERT EA 1 750.00$ 750.00$ -$ -$ -$ 80 4" PVC SDR 26 (FOR SERVICES) LF 1270 38.10$ 48,387.00$ 1025 39,052.50$ 499 19,011.90$ 526 20,040.60$ 81 8" DIP SANITARY SEWER (ALL DEPTHS) LF 15 114.00$ 1,710.00$ 30 3,420.00$ 30 3,420.00$ -$ 82 8" PVC SDR 35 (ALL DEPTHS) LF 1995 50.00$ 99,750.00$ 1995 99,750.00$ 1114 55,700.00$ 881 44,050.00$ 83 10" PVC SDR 35 (ALL DEPTHS) LF 70 75.00$ 5,250.00$ 88 6,600.00$ 88 6,600.00$ -$ 84 CONSTRUCT 8" OUTSIDE DROP LF 4.2 718.00$ 3,015.60$ 4.2 3,015.60$ 4 3,015.60$ -$ 85 TELEVISE SANITARY SEWER LF 2080 2.65$ 5,512.00$ -$ -$ -$ 86 REPLACE EXISTING SANITARY SEWER CASTING EA 8 1,300.00$ 10,400.00$ -$ -$ -$ 87 48" DIA. SSMH EA 10 4,467.00$ 44,670.00$ 10 44,670.00$ 5 22,335.00$ 5 22,335.00$ 88 EXTRA DEPTH MH 10'+ LF 9.7 282.00$ 2,735.40$ 10 2,735.40$ -$ 10 2,735.40$ 89 CONNECT TO EXISTING WATERMAIN EA 21 2,000.00$ 42,000.00$ 16 32,000.00$ 7 14,000.00$ 9 18,000.00$ 90 CONNECT TO EXISTING WATER SERVICE EA 41 350.00$ 14,350.00$ 34 11,900.00$ 16 5,600.00$ 18 6,300.00$ 91 ABANDON WATER SERVICE EA 15 850.00$ 12,750.00$ 17 14,450.00$ 16 13,600.00$ 1 850.00$ 92 CAP AND PLUG EXISTING WATERMAIN WITH BLOCKING EA 1 350.00$ 350.00$ -$ -$ -$ 93 1" CORP STOP EA 42 379.00$ 15,918.00$ 34 12,886.00$ 16 6,064.00$ 18 6,822.00$ 94 1" CURB STOP AND BOX EA 42 230.00$ 9,660.00$ 34 7,820.00$ 16 3,680.00$ 18 4,140.00$ 95 HYDRANT 7.5' BURY W/GATE VALVE EA 11 9,000.00$ 99,000.00$ 11 99,000.00$ 7 63,000.00$ 4 36,000.00$ 96 REPLACE EXISTING GATE VALVE BOX EA 9 1,100.00$ 9,900.00$ 6 6,600.00$ 5 5,500.00$ 1 1,100.00$ 97 CURB STOP COVER CASTING EA 7 200.00$ 1,400.00$ -$ -$ -$ 98 ADJUST GATE VALVE SPECIAL - BOLT REPLACEMENT EA 7 1,810.00$ 12,670.00$ 7 12,670.00$ 6 10,860.00$ 1 1,810.00$ 99 8"X6" WET TAP EA 1 6,910.00$ 6,910.00$ 1 6,910.00$ 1 6,910.00$ -$ 100 4" GATE VALVE & BOX EA 1 2,460.00$ 2,460.00$ -$ -$ -$ 101 6" GATE VALVE & BOX EA 13 2,704.00$ 35,152.00$ 13 35,152.00$ 5 13,520.00$ 8 21,632.00$ 102 8" GATE VALVE & BOX EA 10 3,540.00$ 35,400.00$ 8 28,320.00$ 5 17,700.00$ 3 10,620.00$ 103 12" GATE VALVE & BOX EA 4 6,010.00$ 24,040.00$ -$ -$ -$ 104 CONSTRUCT TEMPORARY WATERMAIN & SERVICES LF 6000 5.00$ 30,000.00$ 4399 21,995.00$ 2897 14,485.00$ 1502 7,510.00$ 105 1" TYPE K COPPER W/FITTINGS LF 1340 37.30$ 49,982.00$ 895 33,383.50$ 405 15,106.50$ 490 18,277.00$ 106 4" C-900 PVC W/FITTINGS LF 12 46.70$ 560.40$ -$ -$ -$ 107 6" C-900 PVC W/FITTINGS LF 2416 47.00$ 113,552.00$ 2039 95,833.00$ 536 25,192.00$ 1503 70,641.00$ 108 8" C-900 PVC W/FITTINGS LF 1370 60.00$ 82,200.00$ 915 54,900.00$ 810 48,600.00$ 105 6,300.00$ 109 12" C-900 PVC W/FITTINGS LF 400 91.00$ 36,400.00$ -$ -$ -$ 110 6" DIP W/FITTINGS LF 160 106.00$ 16,960.00$ 157 16,642.00$ 84 8,904.00$ 73 7,738.00$ 111 2" INSULATION 4'X8' SHEET SY 50 34.00$ 1,700.00$ -$ -$ -$ 3,103,992.20$ ORIGINAL BID SUBTOTALS:$1,564,486.24 $865,933.85 $698,552.39 TOTAL TO DATE PREVIOUS PERIODS CURRENT PERIOD ITEMNO. DESCRIPTION UNIT ORIGINAL BID COMPLETED Total To Date Previous Periods This Pay Period Hastings Project 2025-1 2025 Neighborhood Infrastructure Improvements Page 2 of 3 VIII-06 8/12/2025 VIII-06 Corporate Office 1976 Wooddale Drive, Suite 4Woodbury, MN 55125 July 21, 2025 Mr. Ryan Stempski, P.E.By EmailPublic Works DirectorCity of Hastings 1225 Progress DriveHastings, MN 55033 RE: Pay Request No. 3 for the Reconditioning of the 1,000,000 Gallon Elevate Reservoir (Industrial Park Tower)located in Hastings, Minnesota. City Project No. 2025-2KLM Project No. 3173-24 Dear Mr. Stempski, Tanksco, Inc. has submitted Pay Request No. 3 in the amount of $316,568.50. KLM recommends the City of Hastings approve this Pay Request. If you have any questions, please contact me at 651-755-8664. Sincerely, KLM Engineering, Inc. Scott J. KrieseProject Supervisor SK/TK 2025\2025Hastings, MN 3173-24 Pay Request No. 3 VIII-07 Pay App #3 3 OWNER: City of Hastings, MN CONTRACTOR: Tanksco, Inc. PROJECT: Dates of Estimate: 7/24/2025 1,000,000-Gallon Elevated Reservoir (Industrial Park Tower)Contract Amount Original: $1,153,500.00 From:6/24/2025 KLM Project No. 3173-24 Revised:To:7/24/2025 Contract Items This Period Total To Date Bid Item Description Unit Qty. Unit Price Total Amt. Qty.Amt.Qty.Amount For all labor, material, equipment & incidentals to furnish & install the following: 1 Structure Modifications LS 1.00 219,500.00 ($ 219,500)0.14 ($ 30,730.00)0.99 ($ 217,305.00) 2 New Roof Handrail LS 1.00 32,000.00 ($ 32,000)($- )1.00 ($ 32,000.00) 3 Surface Repair Man-Hrs 100.00 120.00 ($ 12,000)50.00 ($6,000.00)100.00 ($ 12,000.00) 4 Interior Wet Area Abrasive Blast & Coating LS 1.00 275,000.00 ($ 275,000)0.50 ($ 137,500.00)1.00 ($ 275,000.00) 5 Interior Dry Area Abrasive Blast & Coating LS 1.00 180,000.00 ($ 180,000)0.50 ($ 90,000.00)1.00 ($ 180,000.00) 6 Exterior Area Abrasive Blast & Coating & Containment LS 1.00 410,000.00 ($ 410,000)0.15 ($ 61,500.00)1.00 ($ 410,000.00) 7 Mobilization LS 1.00 25,000.00 ($ 25,000)0.30 ($7,500.00)0.80 ($ 20,000.00) *Includes materials on-hand per attached invoices. This Period Total to Date Amount Earned ($ 333,230.00)($1,146,305.00) Amount Retained (5%)($ (16,661.50)($ (57,315.25) Less Previous Payments ($ (772,421.25) Amount Due ($ 316,568.50)($ 316,568.50) REQUESTED BY:TANKSCO, INC. By: SauǶ BocanegrƝ Date:7/17/2025 RECOMMENDED FOR PAYMENT:Consulting Engineer By: Date: APPROVED FOR PAYMENT:The City Hastings, MN By: The Contractor certifies that all work including materials and equipment on hand, covered by this Partial Payment has been completed or delivered in accordance with the Contract Documents, that all amounts have been paid by him/her for work, materials,Date: and equipment for which previous Partial Payments were issued and received from the Owner, and that the current payment shown herein is now due. 7-21-25 VIII-07 City Council Memorandum To: Mayor Fasbender & City Council Members From: Ryan Stempski – Public Works Director Date: August 18, 2025 Item: Authorizing Bond Issuance for PFA Funding – Central WTP and Raw Watermain Projects COUNCIL ACTION REQUESTED Council is requested to adopt the attached resolution authorizing bond issuance for the Central Water Treatment Plant and Raw Watermain projects. BACKGROUND INFORMATION As a portion of the funding package for the Central Water Treatment Plant and Raw Watermain projects, the City will be obtaining a PFA loan at a reduced interest rate of 2.647% for a 20-year term in the amount of $4,947,593.00. Additionally, the City will receive an Emerging Contaminants Grant in the amount of $5,000,000.00 as a part of the PFA funding. STAFF RECOMMENDATION Staff is recommending that the City Council move forward in authorizing the bond issuance as recommended by Taft (City’s Bond Counsel). ATTACHMENTS Resolution Authorizing Bond Issuance VIII-08 175270941v1 EXTRACT OF MINUTES OF A MEETING CITY COUNCIL OF THE CITY OF HASTINGS, MINNESOTA HELD: AUGUST 18, 2025 Pursuant to due call and notice thereof, a regular or special meeting of the City Council of the City of Hastings, Dakota and Washington Counties, Minnesota, was duly held at the city hall on August 18, 2025, at 7:00 P.M., for the purpose in part of awarding the sale of a $4,947,593 General Obligation Water Revenue Note of 2025B. The following members were present: ________________________________________ and the following were absent: ___________________________________________________ Member ______________________ introduced the following resolution and moved its adoption: RESOLUTION NO. ________________ RESOLUTION ACCEPTING THE OFFER OF THE MINNESOTA PUBLIC FACILITIES AUTHORITY TO PURCHASE A $4,947,593 GENERAL OBLIGATION WATER REVENUE NOTE OF 2025B, PROVIDING FOR ITS ISSUANCE AND AUTHORIZING EXECUTION OF A BOND PURCHASE AND PROJECT LOAN AGREEMENT A.WHEREAS, the City Council (the "City Council") of the City of Hastings, Minnesota (the "City"), has heretofore applied for a loan from the Minnesota Public Facilities Authority (the "PFA") to provide financing pursuant to Minnesota Statutes, Chapters 444 and 475, for the construction of a new treatment plant to remove PFAS and construction of a raw water transmission line to the treatment plant, all as detailed in the Minnesota Department of Health's certification, dated June 26, 2025 (the "Project"); and B.WHEREAS, the PFA is authorized pursuant to Minnesota Statutes, Chapter 446A, as amended, to issue its bonds (the "PFA Bonds") and to use the proceeds thereof, together with certain other funds, to provide loans and other assistance to municipalities to fund eligible costs of construction of publicly owned drinking water systems in accordance with the federal Safe Drinking Water Act and the federal Clean Water Act; and C.WHEREAS, the City has applied for a loan from the PFA pursuant to such program and the PFA has committed to make a loan to the City in the principal amount of $4,947,593, to be disbursed and repaid in accordance with the terms of a Minnesota Public Facilities Authority Bond Purchase and Project Loan Agreement, dated August 8, 2025 (the "PFA Loan Agreement"), a copy of which has been presented to the City Council and is on file with the City Clerk. In addition, PFA will be providing a Grant to the City in the amount of $5,000,000 (the "Grant") to help finance the Project, pursuant to the PFA Loan Agreement (with respect to the Grant, the "Grant Agreement"); and VIII-08 175270941v1 2 D.WHEREAS, the $4,947,593 General Obligation Water Revenue Note of 2025B (the "Note") of the City is tax-exempt, and in addition the City will need to assure the tax- exemption of the PFA Bonds; and E.WHEREAS, in accordance with Minnesota Statutes, Section 475.60, Subdivision 2(4), the City is authorized to issue obligations to a board, department or agency of the State of Minnesota by negotiation and without advertisement for bids and the PFA is, and has represented that it is, a board, department or agency of the State of Minnesota; and F.WHEREAS, the City owns and operates a municipal water system (the "Water System"), a municipal storm sewer system (the "Storm Sewer System"), and a municipal sanitary sewer system (the "Sanitary Sewer System", and together with the Water System and the Storm Sewer System, the "System") as separate revenue producing public utilities; and G.WHEREAS, the net revenues of the Water System are pledged to the payment of the City's outstanding (1) "Water Revenue Refunding Portion" of General Obligation Refunding Bonds, Series 2013A, in the original principal amount of $5,805,000, dated February 21, 2013; (2) "Water Portion" of General Obligation Bonds, Series 2019A, in the original principal amount of $3,270,000, dated August 8, 2019; (3) "Water Portion" of General Obligation Bonds, Series 2020A, in the original principal amount of $3,180,000, dated October 1, 2020; (4) "Water Portion" of General Obligation Bonds, Series 2021A, in the original principal amount of $2,070,000, dated August 26, 2021; (5) "Water Portion" of General Obligation Bonds, Series 2022A, in the original principal amount of $5,815,000, dated June 1, 2022; and (6) "Water Portion" of General Obligation Bonds, Series 2023A, in the original principal amount of $4,095,000, dated June 29, 2023 (collectively, the "Outstanding Water Bonds"); and H.WHEREAS, the net revenues of the System are pledged to the payment of the City's outstanding "Utility Portion" of General Obligation Bonds, Series 2025A, in the original principal amount of $4,140,000, dated June 26, 2025 (the "Outstanding Utility Bonds"); and I.WHEREAS, the net revenues of the Water System and the Sanitary Sewer System are pledged to the payment of the City's outstanding "Utility Portion" of General Obligation Bonds, Series 2018A, in the original principal amount of $3,820,000, dated July 18, 2018 (the "Outstanding Water and Sanitary Sewer Bonds"); and J.WHEREAS, a contract or contracts for the Project have been made by the City with the approval of the PFA and all other state and federal agencies of which approval is required: NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hastings, Dakota and Washington Counties, Minnesota, as follows: 1.Acceptance of Offer; Payment. The offer of the PFA to purchase a $4,947,593 General Obligation Water Revenue Note of 2025B of the City, at the rate of interest hereinafter set forth, and to pay therefor the sum of $4,947,593 as provided below, is hereby accepted, and the sale of the Note is hereby awarded to the PFA. Payment for the Note shall be disbursed in installments as eligible costs of the Project are reimbursed or paid, all as provided in the PFA Loan Agreement. VIII-08 175270941v1 3 2.Title; Date; Denomination; Interest Rates; Maturities. The Note shall be a fully registered negotiable obligation, shall be titled "General Obligation Water Revenue Note of 2025B", shall be dated as of the date of delivery and shall be issued forthwith. The Note shall be in the principal amount of $4,947,593, or so much thereof as shall be disbursed pursuant to the PFA Loan Agreement, shall bear interest on so much of the principal amount of the Note as may be disbursed and remains unpaid until the principal amount of the Note has been paid or has been provided for, at the rate of 2.647% per annum (calculated on the basis of a 360-day year of twelve 30-day months). Interest on the Note is payable semi-annually on February 20 and August 20, commencing August 20, 2026. Interest starts accruing as of the date of the initial disbursement. Principal on the Note shall mature on August 20 of the years and in the installments as follows: Year Amount Year Amount 2026 $102,593 2036 $252,000 2027 200,000 2037 259,000 2028 205,000 2038 266,000 2029 210,000 2039 273,000 2030 216,000 2040 280,000 2031 222,000 2041 288,000 2032 227,000 2042 295,000 2033 233,000 2043 303,000 2034 240,000 2044 311,000 2035 246,000 2045 319,000 Interest shall accrue only on the aggregate amount of the Note which has been disbursed and is unpaid under the PFA Loan Agreement. The principal installments shall be paid in the amounts scheduled above even if at the time of payment the full principal amount of the Note has not been disbursed; provided that if the full principal amount of the Note is never disbursed, the amount of the principal not disbursed shall be applied to reduce each unpaid principal installment in the proportion that such installment bears to the total of all unpaid principal installments (i.e., the remaining principal payment schedule shall be reamortized to provide similarly level annual installments of total debt service payments). Principal, interest and any premium due under the Note will be paid on each payment date by wire payment, or by check or draft mailed at least five business days prior to the payment date to the person in whose name the Note is registered, in any coin or currency of the United States which at the time of payment is legal tender for public and private debts. Interest on the Note includes amounts treated by the PFA as service fees. 3.Purpose; Cost. The proceeds of the Note shall provide funds to finance construction of the Project. The total cost of the construction of the Project, including legal and other professional charges, publication and printing costs, interest accruing on money borrowed for the Project before the collection of net revenues pledged and appropriated therefor, and all other costs necessarily incurred and to be incurred from the inception to the completion of the Project, is estimated to be at least equal to the amount of the Note. The City covenants that it shall do all things and perform all acts required of it to assure that work on the Project proceeds with due VIII-08 175270941v1 4 diligence to completion and that any and all permits and studies required under law for the Project are obtained. 4.Redemption. The Note shall be subject to redemption and prepayment in whole or in part at the option of the City, subject to the written consent of the PFA, or mandatorily as provided in the PFA Loan Agreement. 5.Registration of Note. At the time of issuance and delivery of the Note, the officer of the City performing the functions of the treasurer (the "City Clerk") shall register the Note in the name of the payee in a note register which the City Clerk and the officer's successors in office shall maintain for the purpose of registering the ownership of the Note. The Note shall be prepared for execution with an appropriate text and spaces for notation of registration. The force and effect of such registration shall be as stated in the form of Note hereinafter set forth. Payment of principal installments and interest, whether upon redemption or otherwise, made with respect to the Note, may be made to the registered holder thereof or to the registered holder's legal representative, without presentation or surrender of the Note. 6.Form of Note. The Note, together with the Certificate of Registration attached thereto, shall be in substantially the form set forth on Exhibit A attached hereto. 7.Execution. The Note shall be executed on behalf of the City by the electronic signatures or manual signatures of its Mayor and City Clerk; the seal of the City has been intentionally omitted as permitted by law. The electronic signature of the Mayor and/or the City Clerk to this resolution and to any certificate authorized to be executed hereunder shall be as valid as an original signature of such party and shall be effective to bind the City thereto. For purposes hereof, (i) "electronic signature" means (a) a manually signed original signature that is then transmitted by electronic means or (b) a signature obtained through DocuSign or a similarly digitally auditable signature gathering process; and (ii) "transmitted by electronic means" means sent in the form of a facsimile or sent via the internet as a portable document format ("pdf") or other replicating image attached to an electronic mail or internet message. In the event of disability or resignation or other absence of either such officer, the Note may be signed by electronic signature or manual signature of that officer who may act on behalf of such absent or disabled officer. In case either such officer whose signature shall appear on the Note shall cease to be such officer before the delivery of the Note, such signature shall nevertheless be valid and sufficient for all purposes, the same as if such officer had remained in office until delivery. 8.Delivery; Application of Proceeds. The Note when so prepared and executed shall be delivered by the City Clerk to the purchaser thereof prior to disbursements pursuant to the PFA Loan Agreement, and the purchaser shall not be obliged to see to the proper application thereof. 9.Fund and Accounts. There has heretofore been created a separate fund in the City treasury designated the Water Fund (the "Fund"). The City Clerk and all municipal officials and employees concerned therewith shall maintain financial records of the receipts and disbursements of the Water System in accordance with the resolutions establishing the Fund. The Operation and Maintenance Account heretofore established by the City for the Water System shall continue to be maintained in the manner heretofore and herein provided by the City. All moneys remaining after paying or providing for the items set forth in the resolution establishing the Operation and VIII-08 175270941v1 5 Maintenance Account shall constitute and are referred to as "net revenues" until the Note has been paid. There shall be maintained in the Fund the following accounts: (a)A "PFA Construction Account", to which shall be credited all proceeds received from the sale of the Note. The Note shall be the only source of moneys credited to the PFA Construction Account. It is recognized that the sale proceeds of the Note are received in reimbursement for costs expended on the Project or in direct payment of such costs, and that accordingly the moneys need not be placed in the PFA Construction Account upon receipt but may be applied immediately to reimburse the source from which the expenditure was made. The moneys in the PFA Construction Account shall be used solely for the purpose of paying for the cost of constructing the Project, including all costs enumerated in Minnesota Statutes, Section 475.65, provided that such moneys shall only be expended for costs and expenses which are permitted under the PFA Loan Agreement. The PFA prohibits the use of proceeds of the Note to reimburse costs initially paid from proceeds of other obligations of the City unless otherwise specifically approved. Upon completion of the Project and the payment of the costs thereof, any surplus shall be transferred to the PFA Debt Service Account. (b)A "PFA Debt Service Account", to which shall be irrevocably appropriated, pledged and credited: (1) net revenues of the Water System in an amount sufficient to pay the principal of, and interest on, the Note when due; (2) any collection of taxes which may hereafter be levied in the event the net revenues of the Water System herein pledged for the payment of the Note are insufficient therefor; (3) all investment earnings on moneys held in the PFA Debt Service Account; (4) any amounts transferred from the PFA Construction Account; and (5) any other moneys which are properly available and are appropriated by the City Council to the PFA Debt Service Account. The moneys in the PFA Debt Service Account shall be used only to pay or prepay the principal of, and interest on, the Note and any other general obligation bonds hereafter issued and made payable from the PFA Debt Service Account, and to pay any rebate due to the United States with respect to the PFA Bonds in connection with the Note. No portion of the proceeds of the Note shall be used directly or indirectly to acquire higher yielding investments or to replace funds which were used directly or indirectly to acquire higher yielding investments, except (1) for a reasonable temporary period until such proceeds are needed for the purpose for which the Note was issued, and (2) in addition to the above in an amount not greater than the lesser of five percent of the proceeds of the Note or $100,000. To this effect, any proceeds of the Note or any sums from time to time held in the PFA Construction Account, Operation and Maintenance Account or PFA Debt Service Account (or any other City account which will be used to pay principal or interest to become due on the Note) in excess of amounts which under then applicable federal arbitrage regulations may be invested without regard to yield shall not be invested at a yield in excess of the applicable yield restrictions imposed by said arbitrage regulations on such investments after taking into account any applicable "temporary periods" or "minor portion" made available under the federal arbitrage regulations. In addition, moneys in the Fund shall not be invested in obligations or deposits issued by, guaranteed by or insured by the United States or any agency or instrumentality thereof if and to the extent that such investment would cause the Note to be "federally guaranteed" within the meaning of Section 149(b) of the federal Internal Revenue Code of 1986, as amended (the "Code"). VIII-08 175270941v1 6 The City shall observe the covenants of paragraphs 18, 19 and 20 of this resolution and of Article 3 of the PFA Loan Agreement with regard to the Fund. 10.Coverage Test; Pledge of Net Revenues; Excess Revenues. It is hereby found, determined and declared that the net revenues of the Water System are sufficient in amount to pay when due the principal of and interest on the Outstanding Water Bonds and a sum at least five percent in excess thereof. The net revenues of the System are sufficient in amount to pay when due the principal of and interest on the Outstanding Utility Bonds and a sum at least five percent in excess thereof. The net revenues of the Water System and the Sanitary Sewer System are sufficient in amount to pay when due the principal of and interest on the Outstanding Water and Sanitary Sewer Bonds and a sum at least five percent in excess thereof. The net revenues of the Water System are hereby pledged on a parity with the Outstanding Water Bonds, the Outstanding Utility Bonds and the Outstanding Water and Sanitary Sewer Bonds for the payment of the Utility Portion of the Bonds and shall be applied for that purpose, but solely to the extent required to meet the principal and interest requirements of the Bonds as the same become due. Nothing contained herein shall be deemed to preclude the City from making further pledges and appropriations of the net revenues of the Water System for the payment of other or additional obligations of the City, provided that it has first been determined by the City Council that estimated net revenues of the Water System will be sufficient, in addition to all other sources, for the payment of the Note and such additional obligations, and any such pledge and appropriation of net revenues may be made superior or subordinate to, or on a parity with, the pledge and appropriation herein. Net revenues in excess of those required for the foregoing may be used for any proper purpose. 11.Pledge to Produce Revenues. In accordance with Minnesota Statutes, Section 444.075, the City hereby covenants and agrees with the holder of the Note that it will impose and collect charges for the service, use and availability of and connection to the Water System at the times and in the amounts required to produce net revenues adequate to pay all principal and interest when due on the Note. Minnesota Statutes, Section 444.075, Subdivision 2, provides as follows: "Real estate tax revenues should be used only, and then on a temporary basis, to pay general or special obligations when the other revenues are insufficient to meet the obligations". 12.General Obligation Pledge. The full faith, credit and taxing powers of the City shall be, and are hereby, irrevocably pledged for the prompt and full payment of the principal and interest on the Note , as the same respectively become due. If the net revenues of the Water System appropriated and pledged to the payment of principal and interest on the Note, together with other funds irrevocably appropriated to the PFA Debt Service Account shall at any time be insufficient to pay such principal and interest when due, the City covenants and agrees to levy, without limitation as to rate or amount, an ad valorem tax upon all taxable property in the City sufficient to pay such principal and interest as they become due. If the balance in the PFA Debt Service Account is ever insufficient to pay all principal and interest then due on the Note and any other obligations payable therefrom, the deficiency shall be promptly paid out of any other funds of the City which are available for such purpose, and such other funds may be reimbursed, with or without interest, from the PFA Debt Service Account when a sufficient balance is available therein. 13.Certificate of Registration. The City Clerk is hereby directed to file a certified copy of this resolution with the County Auditor of Dakota and Washington Counties, Minnesota, VIII-08 175270941v1 7 together with such other information as the County Auditor shall require, and to obtain the County Auditor's certificate that the Note has been entered in the County Auditor's Bond Register. 14.Bond Purchase and Project Loan Agreement. The PFA Loan Agreement is hereby approved in substantially the form presented to the City Council, and in the form executed by electronic signatures or manual signatures is hereby incorporated by reference and made a part of this resolution. The electronic signature of the Mayor and/or the City Clerk to this PFA Loan Agreement and to any certificate authorized to be executed hereunder shall be as valid as an original signature of such party and shall be effective to bind the City thereto. For purposes hereof, (i) "electronic signature" means (a) a manually signed original signature that is then transmitted by electronic means or (b) a signature obtained through DocuSign or a similarly digitally auditable signature gathering process; and (ii) "transmitted by electronic means" means sent in the form of a facsimile or sent via the internet as a portable document format ("pdf") or other replicating image attached to an electronic mail or internet message. Each and all of the provisions of this resolution relating to the Note are intended to be consistent with the provisions of the PFA Loan Agreement, and to the extent that any provision in the PFA Loan Agreement is in conflict with this resolution as it relates to the Note, that provision shall control and this resolution shall be deemed accordingly modified. The City's execution and delivery of the PFA Loan Agreement by the Mayor and City Clerk is hereby approved, ratified and authorized. The execution of the PFA Loan Agreement by the appropriate officers shall be conclusive evidence of the approval of the PFA Loan Agreement in accordance with the terms hereof. The PFA Loan Agreement may be attached to the Note, and shall be attached to the Note if the holder of the Note is any person other than the PFA. 15.Grant. In addition to the Note, the City is obligated to repay the Grant (as defined in the PFA Loan Agreement) in accordance with Section 9.2, Article 9 of the PFA Loan Agreement. Notwithstanding any provision to the contrary in the PFA Loan Agreement, the Grant is payable solely from legally available funds and is a special, limited revenue obligation and not a general obligation of the City. Neither the full faith and credit nor the taxing powers of the City are pledged to the payment of the Grant. 16.Records and Certificates. The officers of the City are hereby authorized and directed to prepare and furnish to the PFA, and to the attorneys approving the legality of the issuance of the Note, certified copies of all proceedings and records of the City relating to the Note and to the financial condition and affairs of the City, and such other affidavits, certificates and information as are required to show the facts relating to the legality and marketability of the Note as the same appear from the books and records under their custody and control or as otherwise known to them, and all such certified copies, certificates and affidavits, including any heretofore furnished, shall be deemed representations of the City as to the facts recited therein. 17.Negative Covenants as to Use of Proceeds and Project. The City hereby covenants not to use the proceeds of the Note or to use the Project, or to cause or permit them to be used, or to enter into any deferred payment arrangements for the cost of the Project, in such a manner as to cause the Note to be a "private activity bond" within the meaning of Sections 103 and 141 through 150 of the Code. The City reasonably expects that no actions will be taken over the term of the Note that would cause it to be a private activity bond, and the average term of the Note is not longer than reasonably necessary for the governmental purpose of the issue. The City hereby VIII-08 175270941v1 8 covenants not to use the proceeds of the Note in such a manner as to cause the Note to be a "hedge bond" within the meaning of Section 149(g) of the Code. The City hereby covenants not to use the proceeds of the Note or to use the Project, or to cause or permit them to be used, or to enter into any deferred payment arrangement for the cost of the Project, in such a manner as to cause the PFA Bonds to be "private activity bonds" within the meaning of Sections 103 and 141 through 150 of the Code. The City reasonably expects that it will take no actions over the term of the Note that would cause the PFA Bonds to be private activity bonds, and the average term of the Note is not longer than reasonably necessary for its governmental purpose. 18.Tax-Exempt Status of the Note; Rebate. The City with respect to the Note shall comply with requirements necessary under the Code to establish and maintain the exclusion from gross income under Section 103 of the Code of the interest on the PFA Bonds, including without limitation (a) requirements relating to temporary periods for investments, (b) limitations on amounts invested at a yield greater than the yield on the PFA Bonds, and (c) the rebate of excess investment earnings to the United States. The City covenants and agrees with the PFA and holders of the Note that the investments of proceeds of the Note, including the investment of any revenues pledged to the Note which are considered gross proceeds of the PFA Bonds under the applicable regulations, and accumulated sinking funds, if any, shall be limited as to amount and yield in such manner that the PFA Bonds shall not be arbitrage bonds within the meaning of Section 148 of the Code and any regulations thereunder. On the basis of the existing facts, estimates and circumstances, including the foregoing findings and covenants, the City hereby certifies that it is not expected that the proceeds of the Note will be used in such manner as to cause the PFA Bonds to be arbitrage bonds under Section 148 of the Code and any regulations thereunder. The Mayor and City Clerk shall furnish a certificate to the PFA embracing or based on the foregoing certification at the time of delivery of the Note to the PFA. The proceeds of the Note will likewise be used in such manner that the Note is not a private activity bond under Section 103(b) of the Code. 19.Tax-Exempt Status of the PFA Bonds; Rebate. The City with respect to the Note shall comply with requirements necessary under the Code to establish and maintain the exclusion from gross income under Section 103 of the Code of the interest on the PFA Bonds, including without limitation (a) requirements relating to temporary periods for investments, (b) limitations on amounts invested at a yield greater than the yield on the PFA Bonds, and (c) the rebate of excess investment earnings to the United States. The City covenants and agrees with the PFA and holders of the Note that the investments of proceeds of the Note, including the investment of any revenues pledged to the Note which are considered gross proceeds of the PFA Bonds under the applicable regulations, and accumulated sinking funds, if any, shall be limited as to amount and yield in such manner that the PFA Bonds shall not be arbitrage bonds within the meaning of Section 148 of the Code and any regulations thereunder. On the basis of the existing facts, estimates and circumstances, including the foregoing findings and covenants, the City hereby certifies that it is not expected that the proceeds of the Note will be used in such manner as to cause the PFA Bonds to be arbitrage bonds under Section 148 of the Code and any regulations thereunder. The Mayor and City Clerk shall furnish a certificate to the PFA embracing or based on the foregoing certification at the time of delivery of the Note to the PFA. The proceeds of the Note will likewise VIII-08 175270941v1 9 be used in such manner that the Note is not a private activity bond under Section 103(b) of the Code. 20.Not Designated as a Qualified Tax-Exempt Obligation. The City will not designate the Note as a "qualified tax exempt obligation" for purposes of Section 265(b)(3) of the Code. 21.Compliance With Reimbursement Bond Regulations. The provisions of this paragraph are intended to establish and provide for the City's compliance with United States Treasury Regulations Section 1.150-2 (the "Reimbursement Regulations") applicable to the "reimbursement proceeds" of the Note, being those portions thereof which will be used by the City to reimburse itself for any expenditure which the City paid or will have paid prior to the Closing Date (a "Reimbursement Expenditure"). The City hereby certifies and/or covenants as follows: (a)Not later than sixty days after the date of payment of a Reimbursement Expenditure, the City (or person designated to do so on behalf of the City) has made or will have made a written declaration of the City's official intent (a "Declaration") which effectively (i) states the City's reasonable expectation to reimburse itself for the payment of the Reimbursement Expenditure out of the proceeds of a subsequent borrowing; (ii) gives a general and functional description of the property, project or program to which the Declaration relates and for which the Reimbursement Expenditure is paid, or identifies a specific fund or account of the City and the general functional purpose thereof from which the Reimbursement Expenditure was to be paid (collectively the "Project"); and (iii) states the maximum principal amount of debt expected to be issued by the City for the purpose of financing the Project; provided, however, that no such Declaration shall necessarily have been made with respect to: (i) "preliminary expenditures" for the Project, defined in the Reimbursement Regulations to include engineering or architectural, surveying and soil testing expenses and similar preliminary costs, which in the aggregate do not exceed twenty percent of the "issue price" of the Note, and (ii) a de minimis amount of Reimbursement Expenditures not in excess of the lesser of $100,000 or five percent of the proceeds of the Note. (b)Each Reimbursement Expenditure is a capital expenditure or a cost of issuance of the Note or any of the other types of expenditures described in Section 1.150-2(d)(3) of the Reimbursement Regulations. (c)The "reimbursement allocation" described in the Reimbursement Regulations for each Reimbursement Expenditure shall and will be made forthwith following (but not prior to) the issuance of the Note, and not later than 18 months after the later of (i) the date of the payment of the Reimbursement Expenditure, or (ii) the date on which the Project to which the Reimbursement Expenditure relates is first placed in service, but in no event more than three years after the date of payment of the Reimbursement Expenditure. (d)Each such reimbursement allocation will be made in a writing that evidences the City's use of note proceeds to reimburse the Reimbursement Expenditure and, if made within 30 days after the Note is issued, shall be treated as made on the day the Note is issued. VIII-08 175270941v1 10 Provided, however, that the City may take action contrary to any of the foregoing covenants in this paragraph upon receipt of an opinion of its Bond Counsel for the Note stating in effect that such action will not impair the tax-exempt status of the Note. 22.Severability. If any section, paragraph or provision of this resolution shall be held to be invalid or unenforceable for any reason, the invalidity or unenforceability of such section, paragraph or provision shall not affect any of the remaining provisions of this resolution. 23.Headings. Headings in this resolution are included for convenience of reference only and are not a part hereof, and shall not limit or define the meaning of any provision hereof. The motion for the adoption of the foregoing resolution was duly seconded by member _________ and, after full discussion thereof and upon a vote being taken thereon, the following voted in favor thereof: _________________________________________________________ and the following voted against the same: _________________________________________ Whereupon the resolution was declared duly passed and adopted. VIII-08 175270941v1 11 STATE OF MINNESOTA DAKOTA AND WASHINGTON COUNTIES CITY OF HASTINGS I, the undersigned, being the duly qualified and acting City Clerk of the City of Hastings, Minnesota DO HEREBY CERTIFY that I have compared the attached and foregoing extract of minutes with the original thereof on file in my office, and that the same is a full, true and complete transcript of the minutes of a meeting of the City Council, duly called and held on the date therein indicated, insofar as such minutes relate to the $4,947,593 General Obligation Water Revenue Note of 2025B. WITNESS my hand and the City's seal on August 18, 2025. ____________________________________ City Clerk (SEAL) VIII-08 175270941v1 EXHIBIT A FORM OF NOTE UNITED STATES OF AMERICA STATE OF MINNESOTA DAKOTA AND WASHINGTON COUNTIES CITY OF HASTINGS $4,947,593 GENERAL OBLIGATION WATER REVENUE NOTE OF 2025B THE CITY OF HASTINGS, DAKOTA AND WASHINGTON COUNTIES, MINNESOTA (the "City"), certifies that it is indebted and for value received promises to pay to the Minnesota Public Facilities Authority or the registered assign, the principal sum of FOUR MILLION NINE HUNDRED FORTY SEVEN THOUSAND FIVE HUNDRED NINETY THREE DOLLARS, or so much thereof as may have been disbursed, on August 20 of the years and in the installments as follows: Year Amount Year Amount 2026 $102,593 2036 $252,000 2027 200,000 2037 259,000 2028 205,000 2038 266,000 2029 210,000 2039 273,000 2030 216,000 2040 280,000 2031 222,000 2041 288,000 2032 227,000 2042 295,000 2033 233,000 2043 303,000 2034 240,000 2044 311,000 2035 246,000 2045 319,000 and to pay interest on so much of the principal amount of the debt as may be disbursed and remains unpaid until the principal amount hereof is paid or has been provided for, at the rate of 2.647% per annum (calculated on the basis of a 360-day year of twelve 30-day months). Interest on the Note is payable semi-annually on February 20 and August 20, commencing August 20, 2026. Interest starts accruing as of the date of the initial disbursement. Principal and Interest Payments. Interest shall accrue only on the aggregate amount of this Note which has been disbursed under the Minnesota Public Facilities Authority Bond Purchase and Project Loan Agreement, dated as of August 8, 2025, by and between the City and the Minnesota Public Facilities Authority (the "PFA Loan Agreement"). The principal installments shall be paid in the amounts scheduled above even if at the time of payment the full principal amount of this Note has not been disbursed; provided that if the full principal amount of this Note is never disbursed, the amount of the principal not disbursed shall be applied to reduce each unpaid principal installment in the proportion that such installment bears to the total of all unpaid principal installments (i.e., the remaining principal payment schedule shall be reamortized to provide similarly level annual installments of total debt service payments). Interest on this Note includes amounts treated by the Minnesota Public Facilities Authority as service fees. Principal, interest and any premium due under VIII-08 175270941v1 2 this Note will be paid on each payment date by wire payment, or by check or draft mailed at least five business days prior to the payment date to the person in whose name this Note is registered, in any coin or currency of the United States of America which at the time of payment is legal tender for public and private debts. Redemption. This Note shall be subject to redemption and prepayment in whole or in part at the option of the City, subject to the written consent of the Minnesota Public Facilities Authority, or mandatorily as provided in the PFA Loan Agreement. Purpose; General Obligation. This Note has been issued pursuant to and in full conformity with the Constitution and laws of the State of Minnesota for the purpose of providing money to finance the construction of improvements to the municipal water system (the "Water System"), specifically for the construction of a new treatment plant to remove PFAS and construction of a raw water transmission line to the treatment plant, all as detailed in the Minnesota Department of Health's certification, dated June 26, 2025 (the "Project"); and is payable out of the PFA Debt Service Account of the Water Fund of the City, to which account have been pledged net revenues of the Water System. This Note constitutes a general obligation of the City, and to provide moneys for the prompt and full payment of said principal installments and interest when the same become due, the full faith, credit and taxing powers of the City have been and are hereby irrevocably pledged. Registration; Transfer. This Note shall be registered in the name of the payee on the books of the City by presenting this Note for registration to the City Clerk, who will endorse his or her name and note the date of registration opposite the name of the payee in the certificate of registration attached hereto. Thereafter this Note may be transferred to a bona fide purchaser only by delivery with an assignment duly executed by the registered owner or the registered owner's legal representative, and the City may treat the registered owner as the person exclusively entitled to exercise all the rights and powers of an owner until this Note is presented with such assignment for registration of transfer, accompanied by assurance of the nature provided by law that the assignment is genuine and effective, and until such transfer is registered on said books and noted hereon by the City Clerk. Fees Upon Transfer or Loss. The City Clerk may require payment of a sum sufficient to cover any tax or other governmental charge payable in connection with the transfer of this Note and any legal or unusual costs regarding transfers and lost notes. Bond Purchase and Project Loan Agreement. The terms and conditions of the PFA Loan Agreement are incorporated herein by reference and made a part hereof. The PFA Loan Agreement may be attached to this Note, and shall be attached to this Note if the holder of this Note is any person other than the Minnesota Public Facilities Authority. Tax-Exempt Obligation. The City intends that the interest on this Note will be excluded from gross income for United States income tax purposes or from both gross income and taxable net income for State of Minnesota income tax purposes. Not Designated as a Qualified Tax-Exempt Obligation. The City will not designate the Note as a "qualified tax exempt obligation" for purposes of Section 265(b)(3) of the Code. VIII-08 175270941v1 3 IT IS HEREBY CERTIFIED AND RECITED that all acts, conditions and things required by the Constitution and laws of the State of Minnesota to be done, to happen and to be performed, precedent to and in the issuance of this Note, have been done, have happened and have been performed, in regular and due form, time and manner as required by law; that the City has covenanted and agreed with the holder of this Note that it will impose and collect charges for the service, use and availability of and connection to the Water System at the times and in amounts necessary to produce net revenues adequate to pay all principal and interest when due on this Note; that the City will levy a direct, annual, irrepealable ad valorem tax upon all of the taxable property in the City, without limitation as to rate or amount, for the years and in amounts sufficient to pay the installments of principal and interest on this Note as they respectively become due, if the net revenues from the Water System and any other revenues irrevocably appropriated to said PFA Debt Service Account are insufficient therefor; and that this Note, together with all other debts of the City outstanding on the date hereof, being the date of its actual issuance and delivery, does not exceed any constitutional or statutory limitation of indebtedness. IN WITNESS WHEREOF, the City of Hastings, Dakota and Washington Counties, Minnesota, by its City Council has caused this Note to be executed on its behalf by the manual signatures of its Mayor and of its City Clerk, and the corporate seal of the City having been intentionally omitted as permitted by law, all as of (DO NOT DATE) , 2025. CITY OF HASTINGS, DAKOTA AND WASHINGTON COUNTIES, MINNESOTA (DO NOT SIGN) Mayor (DO NOT SIGN) City Clerk VIII-08 175270941v1 4 CERTIFICATE OF REGISTRATION CITY OF HASTINGS, MINNESOTA $4,947,593 GENERAL OBLIGATION WATER REVENUE NOTE OF 2025B The transfer of ownership of the principal amount of the attached Note may be made only by the registered owner or his, her or its legal representative last noted below. DATE OF REGISTRATION REGISTERED OWNER SIGNATURE OF CITY CLERK (DO NOT DATE) Minnesota Public Facilities Authority Saint Paul, Minnesota Federal Employer Identification No. 41-6007162 (DO NOT SIGN) VIII-08 City Council Memorandum To: Mayor Fasbender & City Council Members From: Dan Wietecha – City Administrator Date: August 18, 2025 Item: Authorize Signature of the WSB Construction Support Services for the Central WTP and Raw Watermain Projects Council Action Requested: Enclosed for City Council consideration is the WSB Amendment for Additional Services No. 1 that includes construction support services necessary for the Central WTP and Raw Watermain Projects. Background Information: The design and bidding for the Central WTP and Raw Watermain Projects was completed by WSB and this work was fully funded by the MPCA Grant Agreement for Drinking Water Planning and Design Funds for PFAS Treatment. Now that the projects are moving forward into the construction phase, support services such as observation, administration, staking, and testing are necessary to facilitate construction. Financial Impact: The estimated cost of these services is $1,270,373, which is within the total financial budget of the project. The MPCA Grant Agreement for the Central Water Treatment Plant authorized at the August 8th City Council Meeting identifies that 3M Settlement Funds will cover 90% of the construction support services for this project. The remaining costs are covered in the PFA Loan/Grant Agreement funds. Attachments: ·WSB Amendment for Additional Services No. 1 VIII-09 Amendment for Additional Services No. 1 (R-024226-000) AMENDMENT FOR ADDITIONAL SERVICES NO. 1 WSB PROJECT NO. R-024226-000 THIS AMENDMENT FOR ADDITIONAL SERVICES (AAS) No.1 to the Professional Services Agreement between the Parties dated December 5, 2023 is made and entered into August 18, 2025 (“Effective Date”),by and between WSB LLC with offices at 701 Xenia Avenue South, Suite 300, Minneapolis, MN 55416 (“Consultant”) and City of Hastings, MN, with offices at 101 E. 4th St., Hasting, Minnesota, 55033 (“Client”) for the following project: WTPs for PFAS and Nitrate Removal (“Project”)(together, the “Parties,” and each, a “Party”). RECITALS WHEREAS,the Parties have entered into a Professional Services Agreement dated December 5, 2023 in connection with the Project (the “Existing Agreement”); and WHEREAS,the Parties hereto desire to amend the Existing Agreement on the terms and subject to the conditions set forth herein. NOW THEREFORE;in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows: 1.Amendments to the Existing Agreement.The Existing Agreement is hereby amended or modified as follows: a.The Scope of Services and Compensation of the Existing Agreement is hereby amended as shown in the attached Exhibit A. The compensation for the additional services outlined above will be $1,270,373.00.The new total contract value is now $4,262,540.00. Except as expressly provided in this AAS, all of the terms and provisions of the Existing Agreement are and will remain in full force and effect and are hereby ratified and confirmed by the Parties. IN WITNESS WHEREOF;the authorized representatives of the Parties hereto have executed this AAS on the Effective Date first set forth above. WSB LLC City of Hastings, MN By:[[DocuSignSignature_2]]By:[[DocuSignSignature_1]] Name:[[DocuSignFullName_2]]Name:[[DocuSignFullName_1]] Title:[[DocuSignTitle_2]]Title:[[DocuSignTitle_1]] VIII-09 Exhibit A –Scope of AdditionalServices and Compensation Page 1 Exhibit A I.Scope of Additional Services 3. CONSTRUCTION PHASE: 3.1 Prepare and execute contract documents. 3.2 Prepare and issue Notice of Award. 3.3 Prepare and issue Notice to Proceed. 3.4 Schedule and manage the pre-construction conference, including meeting minutes. 3.5 Review shop drawings and other submittals and communicate required revisions in writing in a timely manner. 3.6 Provide construction staking. 3.7 Revise plans as needed during construction. 3.8 Provide daily construction administration and project management (about 1 hour per day for 18 months). 3.9 Provide Drinking Water Revolving Fund (DWRF) AIS/BABA and Labor Standards compliance review. 3.10 Full time WTP and Raw Watermain construction observation. 3.11 Coordinate and attend monthly construction meetings on-site with appropriate Staff. 3.12 Assist with processing partial and final payment applications.3.13 Perform final inspection and develop/manage punch list for required corrective work.3.14 Coordinate plant startup and training with City staff and document all plant startup operations including chemical feedrates, HVAC operations, dehumidification operations, emergency power operations, SCADA integration and operations, etc. 3.15 Complete as-built survey work. 3.16 Prepare and submit record drawings in an approved electronic format. 3.17 Perform construction materials testing (CMT) (see attached). 3.18 Structural (Design Tree) 3.19 Architectural (Oertel Architects) 3.20 Mechanical (Design Tree) 3.21 Electrical (Design Tree) The attached “Proposed Estimated of Hours and Fees-Construction Services”lists estimated hours and subtasks for Tasks 3.1- 3.21. II.Compensation Compensation for the additional scope of services will be rendered on an hourly basis not to exceed the amount of $1,270,373 as detailed below.The new total contract value is now $4,262,540. Original Scope of Services: 1. WATER TREATMENT PLANT NO. 1 (WTP NO. 1) Design $ 756,726 Bidding $ 39,591 Total .............................................. $ 796,317 2. WATER TREATMENT PLANT NO. 2 (WTP NO. 2) Design $ 1,064,876 Bidding $ 45,042 Total ........................................... $ 1,109,918 3. WATER TREATMENT PLANT NO. 3 (WTP NO. 3) Design $ 888,654 Bidding $ 43,076 Total .............................................. $ 931,730 4. VETERANS HOME WATER SYSTEM INTERCONNECT Design $ 138,356 Bidding $ 15,846 Total .............................................. $ 154,202 TOTAL ......................................... $2,992,167 VIII-09 Exhibit A –Scope of Additional Services and Compensation Page 2 AAS No. 1 Scope of Services: 3. CONSTRUCTION PHASE 3.1 Prepare and execute contract documents.........................................$2,1253.2 Prepare and issue Notice of Award.......................................................$9133.3 Prepare and issue Notice to Proceed....................................................$9133.4 Schedule and manage the pre-construction conference, including meeting minutes........................................................................$2,7403.5 Review shop drawings and other submittals and communicate required revisions in writing in a timely manner...................................$10,4523.6 Provide construction staking............................................................$47,7843.7 Revise plans as needed during construction..................................$27,2323.8 Provide daily construction administration and project management (about 1 hour per day for 18 months)...........................$167,6123.9 Provide Drinking Water Revolving Fund (DWRF) AIS/BABA and Labor Standards compliance review ..............................................$36,400 3.10 Full time WTP and Raw Watermain construction observation ..$687,7003.11 Coordinate and attend monthly construction meetings on-site with appropriate Staff ..............................................................................$32,088 3.12 Assist with processing partial and final payment applications...$14,4843.13 Perform final inspection and develop/manage punch list for required corrective work .........................................................................$11,8003.14 Coordinate plant startup and training with City staff and document all plant startup operations including chemical feed rates, HVAC operations, dehumidification operations, emergency power operations, SCADA integration and operations, etc.3.15 Complete as-built survey work .......................................................$20,3603.16 Prepare and submit record drawings in an approved electronic format......................................................................................$26,4363.17 Perform construction materials testing (CMT) (see attached).....$127,9803.18 Structural (Design Tree)(LUMP SUM)..............................................$7,250 3.19 Architectural (Oertel Architects)(LUMP SUM)................................$8,7903.20 Mechanical (Design Tree)(LUMP SUM)...........................................$6,9003.21 Electrical (Design Tree)(LUMP SUM).............................................$23,230 TOTAL.....................................$1,270,373 III.Assumptions –Construction Materials Testing: 1.All fabrications shops are certified and therefore no plant or shop inspections would be required. 2.Testing of nonstructural concrete toppings will not be required. 3.No air infiltration testing, or water penetration testing will be required on windows, doors, or barriers. 4.We assume grout testing can be conducted with cardboard prism forms. 5.Rebar inspections will be performed immediately prior to concrete placement and additional trips will not be required. VIII-09 Pr i n c i p a l / S e n i o r Pr o c e s s E n g i n e e r (S t e v e N e l s o n ) Pr o j e c t M a n a g e r / Co n s t r u c t i o n O b s e r v e r (J o n C h r i s t e n s e n ) Pr o c e s s E n g i n e e r (M i c h a e l B o u r l a n d ) Sr . P r o j e c t M a n a g e r (J o h n L a p o i n t e ) Gr a d u a t e E n g i n e e r (S m i t a J a d h a v ) Le a d D e s i g n Te c h n i c i a n (W i l l S c o f i e l d ) Le a d C i v i l E n g i n e e r (J u s t i n M e s s n e r ) Ci v i l G r a d u a t e En g i n e e r (J u s t i n B a b c o c k ) Ci v i l D e s i g n T e c h n i c i a n (J a s o n K i s e r ) Ci v i l C o n s t r u c t i o n Ob s e r v e r (J o r y T a l b e r g ) Wa t e r R e s o u r c e s En g i n e e r (K e n d r a F a l l o n ) Wa t e r R e s o u r c e s Gr a d u a t e E n g i n e e r (B r e n n a n E l l i s ) En v i r o n m e n t a l Co m p l i a n c e S p e c i a l i s t (K o r y B o n n e l l ) Tw o P e r s o n Su r v e y C r e w Su r v e y C o o r d i n a t o r (J i m B a r i c h ) La b o r C o m p l i a n c e Of f i c e A d m i n . Te c h n i c i a n (J e n C r o f t ) Total Hours 3 CONSTRUCTION PHASE 3.1 Prepare and execute contract documents.1 2 2 8 13 $2,125 3.2 Prepare and issue Notice of Award.1 2 2 5 $913 3.3 Prepare and issue Notice to Proceed.1 2 2 5 $913 3.4 Schedule and manage the pre-construction conference, including meeting minutes.4 4 2 2 12 $2,740 3.5 Review shop drawings and other submittals and communicate required revisions in writing in a timely manner.4 40 2 4 50 $10,452 3.6 Provide construction staking.4 170 10 184 $47,784 3.7 Revise plans as needed during construction.4 24 16 60 4 24 24 4 160 $27,232 3.8 Provide daily construction administration and project management (about 1 hour per day for 18 months).200 400 40 40 80 4 8 40 812 $167,612 3.9 Provide Drinking Water Revolving Fund (DWRF) AIS/BABA and Labor Standards compliance review.40 254 294 $36,400 3.10 Full time WTP and Raw Watermain construction observation.2,630 960 3,590 $687,700 3.11 Coordinate and attend monthly construction meetings on-site with appropriate Staff.40 40 16 16 16 16 144 $32,088 3.12 Assist with processing partial and final payment applications.4 40 4 40 88 $14,484 3.13 Perform final inspection and develop/manage punch list for required corrective work.4 40 4 8 2 58 $11,800 3.14 Coordinate plant startup and training with City staff and document all plant startup operations including chemical feed rates, HVAC operations, dehumidification operations, emergency power operations, SCADA integration and operations, etc.8 40 60 4 112 $20,360 3.15 Complete as-built survey work.4 24 28 $7,184 3.16 Prepare and submit record drawings in an approved electronic format.2 16 8 40 8 16 40 20 2 4 156 $26,436 3.17 Perform construction materials testing (CMT).ATTACHED $127,980 3.18 Structural (Design Tree)LUMP SUM $7,250 3.19 Architectural (Oertel Architects)LUMP SUM $8,790 3.20 Mechanical (Design Tree)LUMP SUM $6,900 3.21 Electrical (Design Tree)LUMP SUM $23,230 Task 3 - Total WSB Staff Estimated Hours and Total Phase Fee 273 2888 440 56 100 100 82 154 64 980 4 14 0 194 10 254 98 5,711 $1,270,373 273 2888 440 56 100 100 82 154 64 980 4 14 0 194 10 254 98 5,711 2025 Hourly Billing Rate $273 $206 $190 $206 $148 $148 $264 $148 $173 $152 $195 $129 $171 $265 $191 $120 $114 $74,529 $594,928 $83,600 $11,536 $14,800 $14,800 $21,648 $22,792 $11,072 $148,960 $780 $1,806 $0 $51,410 $1,910 $30,480 $11,172 $1,270,373 Central Water Treatment Plant and Raw Watermain for PFAS and Nitrate Removal Proposed Estimate of Hours and Fees Construction Services City of Hastings, Minnesota Total Estimated Hours Total Fee by Labor Classification Total Proposed Fee (Construction) G:\GROUP DATA\WaterWastewater\Proposals\Hastings\PFAS and Nitrate WTPs and Vets Home\Hastings WTPs and Vets Home Construction Services Proposed Fees VIII-09 CMT Unit Hourly or Unit Cost Total Unit Cost CMT03 18.00 hours 135.00$ 2,430.00$ 6 trips at 3.00 hours each CMT02 87.50 hours 110.00$ 9,625.00$ 35 trips at 2.50 hours each 3510 72 tests 40.00$ 2,880.00$ 25 tests 4 tests 10 tests 30 tests 3 tests 3500 3 tests 55.00$ 165.00$ 3 tests CMT04 7.0 hours 150.00$ 1,050.00$ 2 trips at 3.50 hours each CMT01 6.00 hours 95.00$ 570.00$ 3 trips at 2.00 hours each 2160 46 trips 60.00$ 2,760.00$ 3025 3 tests 165.00$ 495.00$ 1 tests 1 tests 1 tests 3260 5 tests 165.00$ 825.00$ 1 tests 1 tests 3 tests Subtotal 20,800.00$ 9762 5.00 hours 320.00$ 1,600.00$ 2 trips at 2.50 hours each CMT01 4.00 hours 95.00$ 380.00$ 2 trips at 2.00 hours each 2160 4 trips 60.00$ 240.00$ on slab subbase on trench backfill Excavation Observations Compaction Testing of Fill and Backfill Nuclear Density Testing Dynamic Cone Penetrometer (DCP) on structural backfill on granular borrow on subgrade on retaining wall backfill Laboratory Testing on aggregate base Test Rolling on structural backfill Sieve Analysis through no. 200 Sieve Field Testing Construction Materials Testing Estimate of Costs City of Hastings Water Treatment Plant - Central R-024226-000 July 20, 2025 Service Description Estimated Units Aggregate and Soils Standard Proctor on structural backfill on granular borrow Trip Charge Sample Pick Up on aggregate base on granular borrow Field Testing Sample Pick Up 2-Man Coring Crew Trip Charge Asphalt Pavements VIII-09 4080 4 tests 65.00$ 260.00$ 4090 2 tests 650.00$ 1,300.00$ Subtotal 3,780.00$ CMT03 35.00 hours 135.00$ 4,725.00$ Footings 10 trips at 1.00 hours each Walls 10 trips at 1.00 hours each Columns 10 trips at 1.00 hours each Slabs 5 trips at 1.00 hours each 2160 0 trips 60.00$ -$ Subtotal 4,725.00$ CMT02 100.00 hours 110.00$ 11,000.00$ Footings 10 pours at 2.50 hours each Walls 10 pours at 2.50 hours each Columns 10 pours at 2.50 hours each Slabs 5 pours at 2.50 hours each Exterior 5 pours at 2.50 hours each 2114 4 days 295.00$ 1,180.00$ CMT04 12.00 hours 150.00$ 1,800.00$ 4 trips at 3.00 hours each CMT01 48.00 hours 95.00$ 4,560.00$ 24 trips at 2.00 hours each 2160 68 trips 60.00$ 4,080.00$ 2040 160 cylinders 40.00$ 6,400.00$ 40 sets at 4 cylinders each Subtotal 29,020.00$ CMT03 24.00 hours 135.00$ 3,240.00$ 6 trips at 4.00 hours each CMT01 8.00 hours 95.00$ 760.00$ 4 trips at 2.00 hours each 2160 10 trips 60.00$ 600.00$ 2050 12 tests 40.00$ 480.00$ 4 tests with 3 samples each 2055 16 tests 60.00$ 960.00$ 4 tests with 4 samples each 2070 12 tests 185.00$ 2,220.00$ 4 tests with 3 samples each Subtotal 8,260.00$ CMT03 18.00 hours 135.00$ 2,430.00$ 6 trips at 3.00 hours each 2160 6 trips 60.00$ 360.00$ Subtotal 2,790.00$ Field Testing MnDOT Gyratory Mix Properties Concrete Floor Flatness/Levelness - Equipment Rental Floor Flatness/Levelness Testing Testing of Concrete Trip Charge Masonry Observations and Testing Core Thickness and Density Testing Laboratory Testing Compressive Strength Testing of Grout Prisms Concrete Reinforcement Observations Concrete Reinforcement Compressive Strength Testing of Mortar Trip Charge Adhesive Anchors Field - Inspection & Observation Trip Charge Trip Charge Masonry Sample Pick Up Compressive Strength Testing of CMU Blocks Sample Pickup Masonry Field Testing Laboratory Testing Concrete Curing and Compressive Strength Testing Laboratory Testing VIII-09 CMT04 90.00 hours 150.00$ 13,500.00$ 15 trips at 6.00 hours each 2160 15 trips 60.00$ 900.00$ Subtotal 14,400.00$ CMT04 20.00 hours 150.00$ 3,000.00$ 8 trips at 2.50 hours each 2160 8 trips 60.00$ 480.00$ Subtotal 3,480.00$ CMT80 10.00 hours 215.00$ 2,150.00$ CMT70 40.00 hours 175.00$ 7,000.00$ CMT90 1.00 hours 95.00$ 95.00$ CMT80 1.00 hours 275.00$ 275.00$ Subtotal 9,520.00$ 20,800.00$ 3,780.00$ 4,725.00$ 29,020.00$ 8,260.00$ 2,790.00$ 14,400.00$ 3,480.00$ 9,520.00$ 96,775.00$ Princilpal Engineer Structural Steel Estimated Total Asphalt Pavements Concrete Reinforcement Concrete Masonry Aggregate and Soils Trip Charge Project Assistant Project Administrator Adhesive Anchors Waterproofing Project Engineer/Manager Project Supervision, Review and Management Project Supervision, Review and Management Inspection and Testing Project Summary Field - Inspection and Testing Waterproofing Thickness Testing and Inspection Trip Charge Assumptions 1. All fabrications shops are certified and therefore no plant or shop inspections would be required. 2. Testing of nonstructural concrete toppings will not be required. 3. No air infiltration testing, or water penetration testing will be required on windows, doors, or barriers. 4. We assume grout testing can be conducted with cardboard prism forms. 5. Rebar inspections will be performed immediately prior to concrete placement and additional trips will not be required. Structural Steel VIII-09 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3025 Aggregate Base Random Sampling:> 250 CY (CV) or 500 Tons and < 2000 CY (CV) or 4000 Tons. Material is a minimum of one lot. Test two random samples from each lot and average.> 2000 CY (CV) or 4000 Tons. Divide into lots with lot size no greater than 2000 CY (CV) or 40 4400 T 4 5 $165.00 $660.00 $825.00 WSB Unit Test Type/Material Minimum Required Testing Rate Major Soil Types Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3260 Proctor Test 1 / Major soil type. Additionally, one for each granular material, if using specified density.SubgradeTrench Backfill 5 7 $250.00 $1,250.00 $1,750.00 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3500 Aggregate Base 1 DCP tests per 500 CY (CV) or 1 per 1000 Tons.If test rolled, 1 test / 1,500 CY (CV) or 3000 Tons.4400 T 5 7 $55.00 $275.00 $385.00 3510 Structures and Longitudinal Trenches (Sidewalk/Trails/Watermain/Storm Sewer/Sanitary Sewer/Retaining Walls): 1 test per 500 feet of each structure length per every 2 feet of fill. Watermain: 4495 LF (27)Storm Sewer: 790 LF (7)34 43 $40.00 $1,360.00 $1,720.00 3510 Subgrade Preparation: 1 test per 25 road stations.100% proctor density 44 RDST 2 3 $40.00 $80.00 $120.00 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3250 Aggregate Base 1 / 1,000 CY up to 10 maximum.For Quality Compaction: Test as directed by Engineer.4400 T ~ 2420 CY 3 3 $20.00 $60.00 $60.00 3250 Subgrade Preparation 1 per 25 Road StationsFor Quality Compaction: Test as directed by Engineer.44 RDST 2 2 $20.00 $40.00 $40.00 WSB Unit Test Type/Material Minimum Required Testing Rate Number of Sources Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 4030 Aggregate BaseRecycled/Salvaged/ReclaimedBitumen content At the discretion of the Engineer.Imported 0 1 $190.00 $0.00 $190.00 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 2040 Concrete Testing 1 / 100 CY / mix type / day(1 set of 4 cylinders)*Field Cure Cylinders = Additional. Casted Upon Request* 4" Walk: 14 CY6" Walk: 15 CYB618: 290 CYB624: 22 CY6" Driveway: 82 CY7" Valley Gutter: 6 CY 8 13 $160.00 $1,280.00 $2,080.00 Total Minimum Cost for Section $190.00 Total Probable Cost for Section Total Minimum Cost for Section $0.00 Aggregate Quality Non-Granular Materials $660.00 $825.00 $1,750.00 Total Probable Cost for Section $2,225.00 $1,715.00 $100.00 $100.00 Compaction Testing - Nuclear Density Gauge and Dynamic Cone Penetrometer Proctor Test Moisture Content Test $1,250.00 Central Water Treatment plant - Raw Watermain Gradation Testing Total Minimum Cost for Section Total Probable Cost for Section City of Hastings R-024226-000 Construction Materials Testing Estimate of Costs (2024 SALT) Total Probable Cost for Section Total Minimum Cost for Section $1,280.00 Total Minimum Cost for Section Total Probable Cost for Section Concrete Testing Total Minimum Cost for Section Total Probable Cost for Section $2,080.00 VIII-09 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 4090 Verification Testing - MnDOT Gyratory Mix Properties 1 / mix type / day 2 3 $650.00 $1,300.00 $1,950.00 4080 Compaction / Density Testing Per Project Special Provisions 7 7 $65.00 $455.00 $455.00 WSB Unit Test Type/Material Minimum Required Testing Rate Number of Sources Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3253 Topsoil Material - Gradation, Hydrometer, Organic Content, pH As directed by the Engineer Loam Topsoil Borrow820 CY 0 1 $415.00 $0.00 $415.00 WSB Unit Project Charges Rate ($)Quantity CMT02 Field Technician Time 110 87.5 2140 Trip Charge 80 53 $6,760.00 $9,990.00 CMT01 Sample Pick-Up Time 95 36 CMT90 Project Administration 95 2 CMT70 Project Assistant 175 14 CMT80 Project Engineer 215 6 $1,290.00 $9,625.00 $3,420.00 $190.00 Subtotal Bituminous Testing Total Minimum Cost for Section $1,755.00 9.5W(3,C): 1910 T12.5NW(3,B): 1200 T Small Quantity:4," 9.5W93,C): 115 T3" Walk: 11 T Total Estimated Minimum Cost $27,975.00 Total Estimated Probable Cost $31,205.00 $2,450.00 Miscellaneous Testing Total Minimum Cost for Section $0.00 Total Probable Cost for Section $415.00 Total Probable Cost for Section $2,405.00 Field and Overhead Subtotal $21,215.00 Testing Subtotal(minimum-probable)$6,760.00 - $9,990.00 $4,240.00 VIII-09 City Council Memorandum To:Mayor Fasbender & City Councilmembers From:Dan Wietecha,City Administrator Date:August 18, 2025 Item:2026 LELS Local No. 249 Union Contract Council Action Requested: Approve the 2026 union contract for Law Enforcement Labor Services, Inc.Local No. 249 Officers). Background Information: It is recommended that the Council approve the 2026 collective bargaining agreement for the LELS Local No. 249 union. The contract term is for January 1, 2026 –December 31, 2026. Proposed changes include: •3.5% cost of living adjustment on January 1, 2026,as well as a market rate adjustment. •Increase uniform allowance. •Clarify severance language. •Extend instructor pay to include Standard Field Sobriety Testing training. •Continue existing MOUs. All other provisions of the contract will remain unchanged. Financial Impact: Wage adjustments and uniform allowance are included in the proposed 2026 budget. Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: Law Enforcement Labor Services, Inc.Local No. 249 Collective Bargaining Agreement VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 MEMORANDUM OF UNDERSTANDING Lateral Transfer This Memorandum of Understanding (MOU)is entered into by the City of Hastings (“City”)and Law Enforcement Labor Services,Inc.(LELS),Local No.249 for the purpose of defining lateral transfer language. WHEREAS,LELS is the exclusive representative for the bargaining unit comprised of patrol officers for the City of Hastings Police Department; WHEREAS,the City and LELS are parties to a Collective Bargaining Agreement in effect January I , 2024 through December 31,2025 and continuing by operation of law; NOW,THEREFORE,BE IT RESOLVED,that the parties hereto agree as follows: 1.A current licensed peace officer with at least one year of full-time experience may laterally transfer and start at the wage step commensurate with verified patrol experience,as defined in the collective bargaining agreement. 2.All new lateral hires shall receive a bank of 24 hours of sick time and 24 hours of vacation time at the time of hire. 3.All new lateral hires shall accrue vacation commensurate with verified patrol experience. Vacation carry over maximums shall reflect verified patrol experience. 4.Upon approval by City Council,recent lateral hires will be placed at the wage step and vacation accrual commensurate with verified patrol experience.No retroactive wages or vacation accrual will be applied. 5.None of these actions impact seniority or longevity standards in place. Effective this day of August 2025. City of Hastings: Approved by Hastings City Council Mary Fasbender,Mayor Dan Wietecha,City Administrator Kelly Murtaugh,City Clerk Chad Worden,Business Agent itthew Green,Union Steward LELS,Local No.249: Approved by LELS Membership Karter Gorney,Union Steward VIII-11 City Council Memorandum To:Mayor Fasbender and City Council From:Alex Menke, Economic Development Coordinator Date:August 18, 2025 Item:Arts Event Grant Program Application Approval –River Valley Chorale Council Action(s)Requested: 1)Adopt Resolution approving grant funding for River Valley Chorale. A simple majority is necessary for action. History River Valley Chorale has applied for the newly created Arts Event Grant Program, seeking funding assistance to put on one concert in 2025. This concert is scheduled for December 14th. The funds will be used to pay for auditorium rental fees, director fees, music scores, and publicity. Budget The Applicant estimates that both concerts will cost a total of $3,842.50. The grant would fund up to half of that, with a maximum of $1,000.00. These funds would come out of the Arts and Culture Commission’s budget. Commission Discussion At the August 13th meeting of the Arts and Culture Commission, the application was reviewed and discussed, with the Commission recommending approval by the Council on a 6-0 vote in the affirmative. Commissioner McCoy abstained from the vote given his position on the Board for River Valley Chorale. Attachments -Resolution –Arts Event Grant Program –River Valley Chorale -Arts Event Grant Program Application –River Valley Chorale VIII-12 This instrument drafted by: City of Hastings 101 East 4thStreet Hastings, MN 55033 HASTINGS CITY COUNCIL RESOLUTION NO.______ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS APPROVING ARTS EVENT GRANT PROGRAM GRANT FOR RIVER VALLEY CHORALE WHEREAS, On May 5th, 2025 Hastings City Council adopted an Arts Event Grant Program; and WHEREAS, an application was received from Kathy Warren, representing River Valley Chorale (“Applicant”)to support one concert event planned for the year 2025; and WHEREAS, the total eligible expenses for the proposed events have a projected cost of $3,842.50 (“Expected Cost”); and WHEREAS, the City recognizes that there may be changes in the Expected Cost and the final cost (“Final Event Cost”); and WHEREAS, the Arts Event Grant Program requires a 1:1 match of private dollars to any grant dollars provided by the City up to the maximum amount allowed by the City; and WHEREAS, grant dollars shall be disbursed in a reimbursement fashion once the Applicant has completed each event; and WHEREAS, the Applicant shall submit receipts for reimbursement within (3) three months of the latest event dates or face forfeiture of the grant funds in their entirety unless an extension is requested and approved by the City; and NOW THEREFORE BE IT RESOLVED, That the City Council of the City of Hastings approves of an arts event program grant to River Valley Chorale in the amount of one-half of the Final Event Cost up to a maximum of $1,000. ADOPTED BY THE HASTINGS CITY COUNCIL THIS 18TH DAY OF AUGUST 2025. Mary Fasbender, Mayor Kelly Murtaugh, City Clerk VIII-12 HASTINGS ARTS AND CULTURE COMMISSION ARTS EVENT GRANT PROGRAM APPLICATION SECTION 1:GROUP CONTACT INFORMATION Organization Name: Organization Description: Organization Site Address: City / State /Zip: Primary Application Contact Person(s): Primary Contact Person(s)Phone: Primary Contact Person(s)Email: Secondary Contact Person Phone (if applicable): Secondary Contact Person Email (if applicable): SECTION 2: PROJECT OVERVIEW Proposed Event Date: Site Reservation:$ Entertainer/Artist Fees:$ Materials: $ Other (attach description)$ Total Costs $ SECTION 3: PROJECT DESCRIPTION Please provide a brief summary of the proposed event and how it will contribute to the arts community in the City River Valley Chorale Hastings Community Choir, open to High School students and adults Hastings, MN 55033 Kathy Warren kwarrenhms@gmail.com ryanmccoy24@gmail.com 1112.50 2730 3842.50 1807 Market Blvd #140, Hastings, MN 55033 (651) 503-3098 (651) 592-4035 December 14, 2025 The funds from this grant will help the River Valley Chorale pay for music and rental space for our winter concert on Sunday, December 14, 2025. Receiving these funds will allow us to keep our yearly membership dues for our choir members from being raised, thereby ensuring that ﬁnances do not become a barrier to participation. It also allows us to maintain concerts that are free to the public rather than charging admission. The choir and our concerts have been incredibly successful both in terms of membership, impact, and community support. The choir had a ﬁrst-season membership of over 70 people and high concert attendance. Hastings has a strong tradition of choral music excellence, and the ensemble has given our residents VIII-12 VIII-12 River Valley Chorale:Arts Event Grant Program Proposal Event:River Valley Chorale Winter Concert - Sunday, December 14, 2025 at 2pm. Rehearsals held at Hastings Middle School and Hastings High School, with a performance held at Hastings High School. The concert is presented by RVC with collaboration from River Valley Band and River Valley Community Orchestra, featuring songs of winter and holiday celebrations. The concert is free to attend for the public. Site Reservation: Hastings Community Education has increased their rental rates, effective June 2025. RVC is classiﬁed as a Class III group. The rental rates are below. The choir will have 11 rehearsals in a music room (2.5 hrs each) for a total of 27.5 hours, costing $550. They will also use the HHS auditorium for one dress rehearsal and performance, totaling 5.5 hours, costing $412.50. There is a custodial overtime charge for the concert date of $50 per hour, meaning a $150 charge. The total rental cost for the winter concert is $1112.50. Materials: The choir will have 11-12 pieces in their winter concert. A single choral octavo (piece of music) can cost as little as $2.50 or as much as $4.00, averaging a per piece cost of $3.25. Planning for an ensemble of comparable size to last year, we will need 70 octavos for each song done. With 11-12 songs being performed, that gives us a cost range for music of $2502.50 to $2730. This does not include the cost of instrumentation packages for the instrumentalists playing with us, which can cost an additional $20-$60 per song package. Summary: If the River Valley Chorale were to receive this grant, it would cover approximately one-third of the the cost for our winter concert and would help us greatly in keeping the ensemble affordable for our membership and our concerts free for our audiences. Thank you for considering our application. VIII-12 VIII-12 City Council Memorandum To:Mayor Fasbender and City Council From:Alex Menke, Economic Development Coordinator Date:August 18, 2025 Item:Arts Event Grant Program Application Approval –River Valley Community Orchestra Council Action(s)Requested: 1)Adopt Resolution approving grant funding for River Valley Band Community Orchestra. A simple majority is necessary for action. History River Valley Community Orchestra has applied for the newly created Arts Event Grant Program, seeking funding assistance to put on a Halloween-themed concert on October 26th. The funds will be used to pay for auditorium rental fees, director fees, music scores, and publicity. Budget The Applicant estimates that both concerts will cost a total of $2,145. The grant would fund up to half of that, with a maximum of $1,000.00. These funds would come out of the Arts and Culture Commission’s budget. Commission Discussion At the August 13th meeting of the Arts and Culture Commission, the application was reviewed and discussed, with the Commission recommending approval by the Council on a 5-0 vote in the affirmative. Commissioner Kapping abstained from the vote given her being a member of River Valley Community Orchestra, and Commissioner Read abstained from the vote due to a conflict of interest with his spouse serving as the Chair of the River Valley Community Orchestra. Attachments -Resolution –Arts Event Grant Program –River Valley Community Orchestra -Arts Event Grant Program Application –River Valley Community Orchestra VIII-13 This instrument drafted by: City of Hastings 101 East 4thStreet Hastings, MN 55033 HASTINGS CITY COUNCIL RESOLUTION NO.______ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS APPROVING ARTS EVENT GRANT PROGRAM GRANT FOR RIVER VALLEY COMMUNITY ORCHESTRA WHEREAS, On May 5th, 2025 Hastings City Council adopted an Arts Event Grant Program; and WHEREAS, an application was received from Cheryl Read, representing River Valley Community Orchestra (“Applicant”)to support one concert event planned for the year 2025; and WHEREAS, the total eligible expenses for the proposed events have a projected cost of $2,145.00 (“Expected Cost”); and WHEREAS, the City recognizes that there may be changes in the Expected Cost and the final cost (“Final Event Cost”); and WHEREAS, the Arts Event Grant Program requires a 1:1 match of private dollars to any grant dollars provided by the City up to the maximum amount allowed by the City; and WHEREAS, grant dollars shall be disbursed in a reimbursement fashion once the Applicant has completed each event; and WHEREAS, the Applicant shall submit receipts for reimbursement within (3) three months of the latest event dates or face forfeiture of the grant funds in their entirety unless an extension is requested and approved by the City; and NOW THEREFORE BE IT RESOLVED, That the City Council of the City of Hastings approves of an arts event program grant to River Valley Community Orchestra in the amount of one-half of the Final Event Cost up to a maximum of $1,000. ADOPTED BY THE HASTINGS CITY COUNCIL THIS 18TH DAY OF AUGUST 2025. Mary Fasbender, Mayor Kelly Murtaugh, City Clerk VIII-13 Cultural Event Grant Program City of Hastings Arts and Culture Commission PROGRAM INFORMATION,GUIDELINES AND APPLICATION INSTRUCTIONS City of Hastings 101 4th Street East,Hastings,MN 55033 T:651-480-2350 www.hastingsmn.gov VIII-13 HASTINGS ARTS AND CULTURE COMMISSION CULTURAL EVENT GRANT PROGRAM PROGRAM INFORMATION,GUIDELINES AND APPLICATION INSTRUCTIONS SECTION 1:GENERAL PROVISIONS A.Purpose To create a more robust community within the City,the Cultural Event Grant Program (CEGP) enables cultural groups to be able to host more,or add to existing,events in Hastings. B.Funding Amount The Arts and Culture Commission has budgeted $3,000 for this program.This is a matching grant which requires the Applicant to provide $1.00 of additional funding for every $1.00 of grant funding.The maximum amount of any singular grant award from this program will be $1,000. C.Number of Grants Each Applicant is eligible for one grant per calendar year.An Applicant is defined as each individual organization.Grants will be awarded on a first come first serve basis. SECTION 2:ELIGIBILITY CONSIDERATIONS A.Applicants Eligibility for the Cultural Event Grant Program shall be limited to non-profit organizations with a mission of promoting and preserving cultural heritage. B.Eligible Use of Funds a.Reserving locations/spaces b.Paying entertainers/artists c.Purchasing supplies d.Purchasing marketing materials e.Acquiring City permits (if necessary) C.Timing of Project Expenses The event must be held in the calendar year when the grant was rewarded,if an event is unable to be held within the same year the Applicant can request a one-year extension for consideration/approval by the Arts and Culture Commission and City Council D.Location of Event The event must be located within Hastings’city limits and be available to the public to attend. SECTION 3:APPLICATION PROCEDURES A.Preliminary Discussion VIII-13 Prior to submission of an application,the potential applicant shall discuss with staff the proposed event and program requirements. B.Application Format Applicants shall submit a CEGP application package consisting of the following:a.Completed CEGP Application form b.Cost estimates/quotes for expenses for the event c.Event description including location,dates/times,and ticket costs (if applicable) d.Completed W9 form (required for fund disbursement) C.Application Submittal The completed application and all required attachments shall be submitted to: Alex Menke,Economic Development Coordinator 101 4th Street East Hastings,MN 55033 amenke@hastingsmn.gov Please note,acceptance of applications is subject to the availability of CEGP dollars. SECTION 4:REVIEW PROCESS A.Staff Review Staff shall review the application for completeness and verification that the proposed project meets the standards and eligibility requirements of the program.Once an application is deemed complete,Staff will schedule the grant application for review by the Arts and Culture Commission.The Arts and Culture Commission meets on the second Wednesday of every month. B.City Compliance All projects must follow City codes and obtain city permits as needed. C.Formal Review The Arts and Culture Commission will meet to formally review the application with staff recommendations.Applicants are encouraged to attend the meeting(s)to provide additional information and/or answer any questions from committee members.The Commission will vote on whether to recommend approval or denial by the City Council. D.Notice of Award/Denial of Application If the application is approved by the Arts and Culture Commission,and the City Council votes to approve the application,City Staff will notify the Applicant.The Grant Application shall serve as the grant agreement. SECTION 5:DISTRIBUTION OF FUNDS TO APPROVED APPLICANTS A.Evidence of Expenditures and Disbursement of Funds This is a grant program.Applicants that are selected will receive the full amount of their requested funding.Applicants must provide documentation that the funds are being used for the event specified in the application.Any unused funds are to be returned to the Arts and Culture Commission.Applicants shall submit to the Commission the necessary documentation including but not limited to a copy of the invoices and receipts for the items surrounding the event for which VIII-13 the grant was approved. SECTION 6:PROJECT &GRANT CLOSURE REQUIREMENTS A.Project Closeout The Applicant will be required to provide photos of the event directly to the Arts and Culture Commission and list the City of Hastings Arts and Culture Commission as a financial contributor. VIII-13 HASTINGS ARTS AND CULTURE COMMISSION CULTURAL EVENT GRANT PROGRAM APPLICATION SECTION 1:GROUP CONTACT INFORMATION Organization Name:River Valley Community Orchestra (RVCO),an ensemble under the fiscal sponsorship of the Friends of the Hastings Arts Center,a non-profit organization Organization Description:A community orchestra based in Hastings and composed of musicians primarily from the MN/WI St.Croix-Mississippi River Valley area Organization Site Address:Hastings Arts Center,216 4th St.E.,Hastings,MN,55033 Primary Application Contact Person:Cheryl Read,RVCO Chair Primary Contact Person Phone:763-228-9071 Primary Contact Person Email:rivervalleyco.mn@gmail.com Secondary Contact Person:Kathy Sommer,RVCO Finance Committee Secondary Contact Person Email:rivervalleyco.mn@gmail.com SECTION 2:PROJECT OVERVIEW Proposed Event Date:Sunday,October 26,2025 Event Site Reservation:$740 Hastings High School Auditorium rental &fees Rehearsal Site Reservation:$420 Hastings High School Orchestra Room rental,7 rehearsals at $60 each Insurance:$80 Entertainer/Artist Fees:$500 Conductor Materials: $255 Music $150 Publicity &Programs Total Costs:$2145 SECTION 3:PROJECT DESCRIPTION Please provide a brief summary of the proposed event and how it will contribute to creating a more robust community: The RVCO will perform the following Halloween-inspired musical selections for a concert in late October: ●Curse of the Rosin Eating Zombies from Outer Space ●March to the Scaffold ●Midnight at the Mausoleum ●In the Hall of the Mountain King ●Highlights from Harry Potter ●Selections from Phantom of the Opera VIII-13 ●This is Halloween from A Nightmare Before Christmas The concert will also feature readings and visual elements from artists local to the Hastings area. The concert will be free,open to the public,and advertised online,in public schools,community meeting and gathering places,and by word-of-mouth.RVCO’s goal is to attract people of all ages to our concerts in order to expose them to orchestral music,which many in our area have not had an opportunity to experience in person.We believe orchestral music has the ability to entertain and inspire people in a unique way and stir positive emotions,which increase the potential for spreading kindness and joy in the community. Please describe how these funds will impact your event. These funds will be immensely helpful in assisting RVCO,a brand new organization in Hastings,in paying the increased rental fee for using spaces in the Hastings Public Schools,as our initial funding source will be musician membership dues.This grant award will also help RVCO in motivating businesses and community members to donate matching funds,and in supporting our mission to bring the joy of making and listening to orchestral music to the greater River Valley Community. SECTION 4:AGREEMENT I/We certify that all information provided in this application (and its attachments)is true and correct to the best of my/our knowledge.I/We agree to provide any additional information as may be requested by the City of Hastings and Arts and Culture Commission. APPLICATION SIGNATURE: PRINTED NAME &TITLE:Cheryl Read,RVCO Chair DATE:31 July 2025 SECTION 6:NOTICES OF DATA PRACTICES Notice of Data Practices THE MINNESOTA DATA PRACTICESACT requires that we inform you of your rights about the private data we are requestingon this form.Private data is available to you,but notto the public.We are requesting this data to determine your eligibility for a permit from the City of Hastings.Providing the data may disclose information that could cause your application to be denied.You are not legally required to providethe data;however,refusing supply thedata may causeyour permit not to be processed.Under MS 270.72,the City of Hastings is required to provide the Minnesota Department of Revenue your MN Tax ID Number orSocial Security Number.This information may be used to deny the issuance,renewal or transfer of your license if you owe the Minnesota Department of Revenue delinquent taxes,penalties, or interest.The Department of Revenue may supply information to the Internal Revenue Service.In addition,this data canbe shared by Hastings CityStaff,the State of Minnesota Driver License Section,Dakota County Auditor,Bureau of Criminal Apprehension,andDakotaCounty Warrant Office.Your signature on this application indicates you understandthese rights.Yourresidence address and telephone number will be considered public data unless you request this information to be privateandprovideanalternateaddressandtelephonenumber.Please sign below to indicate you haveread this notice: Signature _____________________________________________________Date:31 July 2025 I request that my residence address and telephone number be considered private data.My alternative business address and telephone number are as follows: Address __________________________________________Phone Number ___________________ VIII-13 City Council Memorandum To: Mayor Fasbender & City Councilmembers From: John Hinzman, Community Development Director Date: August 18, 2025 Item: Accept Resignation: Planning Commissioner Bryce LeBrun City Council Action Requested: Accept the resignation of Bryce LeBrun from the Planning Commission. Background Information: Bryce has served on the Planning Commission since 2022. His thoughtful leadership and dedication to the Commission will be missed. Financial Impact: N\A Advisory Commission Discussion: N\A Council Commission Discussion: N\A Attachments: N\A VIII-14 City Council Memorandum To:Mayor Fasbender & City Councilmembers From:John Hinzman, Community Development Director Date:August 18, 2025 Item:Appoint Planning Commissioner –Nicole DePalma Council Action Requested: The City Council is asked to make the following appointment to the Planning Commission: •Nicole DePalma of 735 West 6th Street to the Planning Commission from 8/18/25 to 12/31/25. The appointment fills the vacancy created by Bryce LeBrun’s departure. Commissioners are eligible to serve a total of three, two year terms.Action requires a simple majority of City Council. Background Information: In April, 2025 candidates were interviewed for the position by Planning Committee Chair Lawrence, Planning Commission Chair Messina, and Community Development Director Hinzman.The interview panel recommends the selection of Ms. DePalma. Please see the attached application for further information. Financial Impact: N\A Advisory Commission Discussion: N\A Council Committee Discussion: N\A Attachments: •Advisory Commission Application VIII-15 Commission (Please indicate your interest) Questions? Contact 651-480-2350 or the person (s) below Charter Dan Wietecha dwietecha@hastingsmn.gov Hastings Economic Development & Redevelopment Authority John Hinzman(HEDRA)Jhinzman@hastingsmn.gov Heritage Preservation Commission Justin Fortney (HPC)Jfortney@hastingsmn.gov Parks & Recreation Chris Jenkins(PRC)Cjenkins@hastingsmn.gov Planning John Hinzman (PC) Jhinzman@hastingsmn.gov Public Safety David Wilske (PSAC)dwilske@hastingsmn.gov Kelly Murtaugh kmurtaugh@hastingsmn.gov Other/ no Preference Dan Wietecha Dwietecha@hastingsmn.gov To help us have a better understanding of your interests and background,we ask for some general information.Please complete and sign the application. Name Address Day Phone Evening Phone E-mail Arts & Culture Commission Advisory Commission Interest Form The City of Hastings encourages active participation of its residents.City Advisory Commissions are a way in which residents can take a participatory involvement in the planning, development, and preservation of our growing and historical community.Thank you for your interest in serving on an advisory commission.Information about these opportunities is available on the City’s website at www.hastingsmn.gov/commissions. VIII-15 City of Hastings Page 2 of2 AdvisoryCommission InterestForm SupplementalInformation Employer: Occupation: Please return to:City of Hastings City Use 101 Fourth Street East OR via email to the Date Received: Hastings,MN 55033 Commission contact Forwarded to: §31.36 PUBLICDISCLOSURE. (A)Eachpublic official ofthe City of Hastings shall fileforpublicrecord in theoffice of theCity Clerk,a swornstatement inaform approved bytheCity Counciland which must contain,ata minimum,thefollowinginformation: (1)The namesofallbusinesses,corporations,companies,firms,partnerships,orother business enterprises,doingbusiness with or inthe CityofHastings,in whichthe public officialis connected theretoas anemployee,owner,director,officer,adviser,orconsultant,orin whichthepublic officialhasacontinuing financialinterest,through ownershipofstock orasa beneficiaryof any pensionorretirementplan; (2)Adescription of all parcelsofrealproperty,otherthan propertyoccupied bythe public officialas apersonalresidence, in which the publicofficialhas anyinterest,includingthe rightto occupyany such property;and (3)The interestofa spouse,orminorchildor other member of theimmediatehousehold of anypublic officialshallbe consideredan interestofthe public officialfor purposes of filingthe statementrequired. (B)Eachpersonwho becomesapublicofficial shall,within30 days afterassumingthe officeor position,file apublicdisclosure required by this section. (1)Followinganinitialfiling,the informationonthatfilingshallremain ineffectand all public officials willcontinueto attestto its truth.Within 30 daysof anychangetothe information on theinitialfilingandfollowinganyreappointmentorreelection,allpublicofficials shall fileanew swornstatement with theCity Clerk.Citystaff members coveredunder thisprovisionshallfill outan initialfilingand shall thereaftercomplete anyamendedfilings within30days of anychangeto theinformation on the initial filing oratleastevery4 years,inthe years inwhich theMayorandatlarge Councilmemberseats are up forelection,whichevercomes first.(Am.Ord.511,passed4-5-2004) (2)This subchaptershall notbe construed to requirethefilingofanyinformationrelating to anyperson’sconnectionwithany professionalsocietyoranycharitable,religious,social,fraternal,recreational,civilor politicalorganization oranysimilarorganizationnot conductedasa business enterprise. (3)The CityAdministrator shall inform eachpersonwho isrequiredto fileastatement,the timeand placeforfiling,andshall furnish eachsuch personwitha copyofthissubchapterand the requiredstatement form.TheCity Administrator shall inform theCity Council when anyperson,who is requiredto fileastatement,fails to file the statement ina timelymanner.(Prior Code,§2.81) Please share why you are interested in becoming involved with a City commission. What experience would you bring to the C ommission? VIII-15 City Council Memorandum To: Mayor Fasbender & City Councilmembers From:Emily King, Deputy City Clerk Date: August 18, 2025 Item:Approve Hastings Social, LLC dba Hastings Tavern Outdoor Entertainment Application with Liquor License Amendment Council Action Requested: Adopt the attached resolution for an outdoor entertainment application with liquor license amendment for Hastings Social, LLC dba Hastings Tavern. Background Information: Brandon Sigmundik of Hastings Social, LLC dba Hastings Tavern & Alley Cat Liquor, 111 3rd Street East, submitted an outdoor entertainment application with liquor license amendment application for Saturday, August 23, 2025 from 10:00 a.m.to 8:00 p.m. The liquor license amendment allows liquor to be served within the confines of the fenced area of the rear parking lot of Alley Cat Liquor. Staff reviewed the application and recommended approval of the event subject to the following conditions: •Access and exit points from the alcohol service area must be staffed with security personnel at all times during service hours. •Staff/security are to wear recognized shirts to distinguish them as employees and security. •Security personnel are expected to immediately report to the Hastings Police Department any traffic safety issues, disorderly conduct, or criminal behavior that may affect the safety of the event organizers, attendees, or the surrounding community. •Access in alley between Sibley Street and Vermillion Street are accessible at all times for emergency access. •Alcoholic beverages may not be permitted outside of the designated/fenced area. •Handicap parking stall and path to liquor store entrance must be accessible. •The business shall not place any advertisements, signage, or promotional materials on the City- owned fence located across 3rd Street E. from the establishment. Financial Impact: N/A Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution VIII-16 CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ RESOLUTION APPROVING OUTDOOR ENTERTAINMENT APPLICATION WITH LIQUOR LICENSE AMENDMENT FOR AN EVENT HOSTED BY HASTINGS SOCIAL, LLC DBA HASTINGS TAVERN WHEREAS, Mr. Brandon Sigmundik, on behalf of Hastings Social LLC, dba Hastings Tavern, 111 3rd Street East, presented an application to the City of Hastings for an outdoor entertainment application with a liquor license amendment to serve liquor within the confines of a fenced area on Saturday, August 23, 2025 from 10:00 a.m.to 8:00 p.m. WHEREAS,approval is contingent upon the City receiving the required insurance documents; and WHEREAS,the request is subject to the following conditions; •Access and exit points from the alcohol service area must be staffed with security personnel at all times during service hours. •Staff/security are to wear recognized shirts to distinguish them as employees and security. •Security personnel are expected to immediately report to the Hastings Police Department any traffic safety issues, disorderly conduct, or criminal behavior that may affect the safety of the event organizers, attendees, or the surrounding community. •Access in alley between Sibley Street and Vermillion Street are accessible at all times for emergency access. •Alcoholic beverages may not be permitted outside of the designated/fenced area. •Handicap parking stall and path to liquor store entrance must be accessible. •The business shall not place any advertisements, signage, or promotional materials on the City-owned fence located across 3rd Street E. from the establishment. NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Hastings, Minnesota that the Outdoor Entertainment application with a liquor license amendment for Hastings Social LLC, dba Hastings Tavern is approved. ADOPTED BY THE CITY COUNCIL OF THE CITY OF HASTINGS, MINNESOTA THIS 18th DAY OF NOVEMBER 2025. ATTEST: _____________________________ Mary D. Fasbender, Mayor ____________________________ Kelly Murtaugh, City Clerk VIII-16 City Council Memorandum To:Mayor Fasbender and City Council From:John Hinzman, Community Development Director Date:August 18, 2025 Item:Resolution: Denial of Special Use Permit (SUP) for Retail Cannabis –Leonard McQuen, Kailua Cultivation -1304 Vermillion St Council Action Requested: Consider adoption of the attached resolution establishing findings of fact for the denial of a Special Use Permit (SUP) for cannabis retail sales to Leonard McQuen, Kailua Cultivation on property located at 1304 Vermillion Street. Approval requires a simple majority of Council. The City Council voted to deny the permit at the August 4, 2025. The application does not meet the 500’ minimum setback requirement from a residential treatment facility as prescribed in City Code. Advisory Commission Review: The Planning Commission voted 7-0 to recommend approval of the request as presented at the July 28, 2025 meeting. Community Development Intern, Amelia Thibault provided a summary of the staff report. During public hearing Stephen Weik asked if the number of retail cannabis permits will increase. Public hearing closed with no further comments. Commissioners discussed the location of the retail space and the existing low potency cannabis permit held by the business next door, which would need to cease. Special Use Permit (SUP) Determination Certain activities within zoning districts are identified as “Special Uses” requiring issuance of a Special Use Permit (SUP) prior to operation. The Planning Commission must hold a public hearing and provide a recommendation to the City Council on the issuance of a SUP. SUP’s may be approved subject to the establishment of conditions and safeguards as appropriate under the zoning code. SUP’s may be denied when the use is determined not to be in harmony with the purpose and intent of the Zoning Code. Specific written reasons for the denial must be adopted to support the denial. Written reasons for denial must relate to the inability to establish conditions to ensure protection of public health, safety or general welfare. Attachments: •Resolution for Denial VIII-17 HASTINGS CITY COUNCIL RESOLUTION NO._________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS DENYING A SPECIAL USE PERMIT FOR THE RETAIL SALE OF CANNABIS AT 1304 VERMILLION STREET FOR LENONARD McQUEN, KAILUA CULTIVATION WHEREAS, Leonard McQuen, Kailua Cultivation,has applied for a Special Use Permit for the retail sales of cannabis on property owned by Invest Group (“SUP”), located at 1304 Vermillion St, PID 19-77300-05-121, and legally described as The South 6 feet of Lot 10, and Lot 11, and the North 30 feet of Lot 12, all in Block 5, TRIPPS ADDITION, Dakota County Minnesota (“Property”); and WHEREAS, on July 28, 2025, the Hastings Planning Commission held a public hearing and recommended approval of the SUP on the Property, as presented,based on compliance with the City Code; and WHEREAS, on August 4, 2025, the City staff advised the City Council,that after further review, the proposed retail sale of cannabis does not comply with the 500-foot minimum distance requirement from a residential treatment facility, which is required in Section 155.07.J.5 of the City Code,and recommended denial of the SUP on the Property; WHEREAS, the City Council reviewed the request and concurs with the recommendation of City staff. NOW,THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: The City Council hereby denies the SUP for the retail sale of cannabis on the Property based on the following: 1)The location is less than 500 feet from a residential treatment facility, as measured from the facility to the use. Adopted by the Hastings City Council on August 18, 2025. _________________________________ Mary Fasbender, Mayor ATTEST: ___________________________ Kelly Murtaugh City Clerk VIII-17 City Council Memorandum To: Mayor Fasbender & City Council Members From: Chris Eitemiller, Finance Manager and Ashley DeBernardi, Assistant Finance Manager Date: August 18, 2025 Item: 2025 2nd Quarter Financial Report Council Action Requested:Review and approve the attached second quarter financial report. Background Information:The second quarter financial report is a quarterly update of 2025 activity through June 30, 2025. Consistent with past practice, some numbers in the report are adjusted to take into consideration the effects of year-end accruals and year- to-year allocation differences. Detail of the City’s investments holdings is provided in Appendix A. Financial Impact:N/A Advisory Commission Discussion:N/A Council Committee Discussion:N/A Attachments: 2025 2nd Quarter Financials Appendix A – 2025 Investment Holdings as of June 30, 2025 VIII-18 2025 2nd Quarter Financial Update 2 | P a g e 2025 2nd Quarter Financial Update Governmental Funds General Fund General Fund Revenue Summary: The largest source of revenue is property tax levy. The General Fund’s revenues are lower than usual at this time of year because the City had not received the tax settlement by the end of June. Our investments continue to perform well in the second quarter this year. Public Works-Engineering charges a fee for engineering work related to the annual street project in the fall. Because that has not yet been charged, Engineering shows at just 3% of budgeted revenue. Public Works-Streets has state aid payments for summer street maintenance and construction budgeted but not yet charged. Building Inspection fees have slowed from recent years. At this time, it’s possible the department will not meet budgeted revenues for 2025. Looking forward to 2026, these revenues have been reduced for the proposed 2026 budget. VIII-18 2025 2nd Quarter Financial Update 3 | P a g e General Fund Expense Summary: Most of the General Fund Departments do not have any budget concerns at this point in the year. Facilities at this point in the year shows as being well over budget. This is due to the City Hall renovation project. Once final costs are completed later this year, a budget adjustment will be made. Variances from the typical mid-year spending pattern are largely due to capital or supplies purchases that are expected to be close to budget by year-end. VIII-18 2025 2nd Quarter Financial Update 4 | P a g e Parks - Fund 200 Income through June looked to be behind budget. However July tax settlements have improved the forecasted revenue to the point that this fund should be at or near budget. Expenditures look on target at 44% of budget spent at the mid-point during the year. VIII-18 2025 2nd Quarter Financial Update 5 | P a g e Aquatic Center – Fund 201 Similar to fund 200, when accounting for July tax receipts, this fund’s revenues look likely to meet 2026 budget. This fund will expend the bulk of its budget by the end of August. VIII-18 2025 2nd Quarter Financial Update 6 | P a g e Arena – Fund 202 The Arena upgrade project, including a new refrigeration system is driving capital outlay spending beyond the adopted budget. In 2024, there was $5.4 million of bond proceeds credited to this fund. These resources, currently in this funds’ reserves will fund 2025 spending for this project. As costs are costs are finalized later this year, a budget amendment will be completed to reflect actual figures. VIII-18 2025 2nd Quarter Financial Update 7 | P a g e Fire & Ambulance – Fund 213 Fire & Ambulance Revenue Summary: Ambulance revenues improved in 2024 from recent years, and are trending still higher in 2025. Other Fire/EMS revenues are trending well and overall the department appears on track to meet the overall revenue budget. Fire & Ambulance Expense Summary: Fire expense is on track to meet budget or possibly be slightly below budget. Most of the Capital Outlay budget has already been spent, so the spending trend for the remainder of the year, should be less than through June. VIII-18 2025 2nd Quarter Financial Update 8 | P a g e Enterprise Funds The Enterprise funds consist of our three utility funds and the hydro plant. Water – Fund 600 Water revenue is steady with 20% collected as of June 30th. State grant reimbursement for water treatment plant design accounts for over $1.1 million of overall revenues. This is related to PFAS mitigation efforts. Expenses are ahead of trend through June largely because of capital spending. Land purchase expenses for the site of the first water treatment plant have driven services spending over mid-year projections. VIII-18 2025 2nd Quarter Financial Update 9 | P a g e Sewer – Fund 601 The sewer revenue is also steady at 31% collected since June 30th. Expense is in line with the budget. Capital outlay expects a large increase in the second half of the year. Storm Water – Fund 603 The storm water fund revenue in line with the other utilities. Approved Capital Outlay spending is beyond mid-year projections, and is expected to stay within budget for the full year. Therefore, spending for this fund should be within budget. VIII-18 2025 2nd Quarter Financial Update 10 | P a g e Hydro – Fund 620 The City continues to assess the long-term viability of the Hydro Plant. There have been discussions about possibly selling the plant. City-Wide Debt Service Debt Service expenditures are as anticipated. The principal payment due date is February 1st; all principal payments were made as of the end of the first quarter. Interest payments are made on February 1st as well as August 1st. VIII-18 2025 2nd Quarter Financial Update 11 | P a g e Transfers 2025 Transfers Quarterly transfers are made for administrative charges, internal funding, and savings needs. Transfers posted for 2nd quarter of 2025 were all budgeted transfers or budgeted use of stabilization funds. VIII-18 2025 2nd Quarter Financial Update 12 | P a g e Cash and Investments Balances Cash balances fluctuate throughout the year based on planned spending, receipt of fund revenues and the timing of property tax payments. The cash balance within a fund can be one indicator of the health of the fund. FUND DESCRIPTION June 30, 2025 June 30, 2025 General Fund 4,341,907 7,552,809 Parks (138,360) 369,593 Aquatic Center 416,672 648,982 Arena 3,704,052 988,715 Cable TV 102,735 98,040 Cable Access 42,691 45,568 Heritage Preservation 100,646 121,417 Fire & Ambulance (714,584) (336,729) LeDuc Historical Estate Operations 89,144 71,862 Police Reserves 39,375 49,077 DUI Enforcement & Forfeitures 53,877 60,744 Parks Capital Projects 581,721 207,875 Budget Stabilization Fund 364,064 46,481 TIF 3 Guardian Angels (099) 40,908 19,877 HEDRA 834,881 357,837 TIF 4 Downtown Redevelopment (007) (21,288) (21,288) TIF 7 Hudson Sprayers 42,647 103,067 TIF 8 Schoolhouse Square 38,368 19,720 TIF 9 Block 28 Flats On Third (31,937) (42,628) Capital Projects Fund 0 2,105,930 Debt Redemption 910,957 1,891,667 2022 Cold Storage Building (101,108) (64,383) 2016A GO TIF (quasi refunding) Bonds 78,226 128,083 2014 GO Improvement Bonds (38,643) (259,050) 2015 GO Improvement Bonds 33,240 (14,382) 2016 GO Improvement Bonds 25,748 10,045 2017 GO Improvement Bonds 37,980 38,001 2018 GO Improvement Bonds (116,827) (116,827) 2019 GO Improvement Bonds 747,530 (54,470) 2020 GO Improvement Bonds 385,926 400,652 2021 GO Improvement Bonds 245,161 238,961 2022 GO Improvement Bonds 427,448 560,503 2023 GO Improvement Bonds 163,061 75,170 2024 GO Improvement Bonds 0 568,103 Water 4,058,247 3,892,607 Wastewater 1,963,906 2,087,968 Storm Water 2,052,025 2,354,313 Hydro Electric 576,776 354,655 Retiree Health 262,950 157,187 Compensated Absences 358,849 590,054 Vehicle Revolving Fund 708,288 1,032,265 Insurance Fund 771,269 1,056,021 Escrow -Dev/Eng/TIF-HRA 451,575 380,341 Ruth Doffing Trust Fund-Library 89,797 98,086 C. Simmons Trust 218,958 245,706 C. Simmons Residuary (10,126) 217.04 VIII-18 2025 2nd Quarter Financial Update 13 | P a g e Investments The City’s total investment portfolio was valued at $36,294,160 as of June 30, 2025. Allocation of the City’s portfolio is as follows. Additional details are available in Appendix A. VIII-18 2025 2nd Quarter Financial Update 14 | P a g e Appendix A – Investment Holdings Detail of Certificate of Deposits and Share Certificates, Asset-Backed Securities, and Municipal Securities VIII-18 2025 2nd Quarter Financial Update 15 | P a g e Additional Information Further detail of the information presented here may be obtained by contacting the Finance Department. The Finance Manager may be reached for questions at 651-480-2347 or CEitemiller@hastingsmn.gov. The Assistant Finance Manager may be reached at 651-480-2354 or ADeBernardi@hastingsmn.gov. VIII-18 CITY OF HASTINGS STRATEGIC PLAN REPORT 2nd Quarter 2025 VIII-19 Strategic Priority Desired Outcome 2 Expanded revenue base Responsible use of debt Spending aligned with growth demands Increase in revenues by fund Increase in revenue sources Debt as percentage of General Fund revenues Operating budget increase CPI annual change Tax base growth increase 10% non-tax revenue increase (above growth) 2024-2027 Maintain compliance with City debt policy Debt financing plan developed by 12/2024 Operating budget increases limited to CPI + growth adjustment annually Key Outcome Indicator Target Strategic Initiatives Financial Resilience A financially sound organization Operational Effectiveness An organization that delivers results Responsive Community Development Development that meets present and future needs Infrastructure Sustainability Infrastructure that supports our community Strategic Communication A transparent, responsive government Staff capacity to meet service demands % of authorized staffing levels achieved All departments meet authorized staffing levels by 7/2024 Improved core service delivery # of core processes improved % improvement in processes 10% improvement in each department's core process by 12/2027 Improved workforce capabilities % of training requirements met # of credentials achieved 100% of employees meet minimum training requirements by 12/2024 Develop recruitment plans - all departments Process improvement program Develop organizational training plan 1. 2. 3. Alternative revenue analysis Asset management funding strategy (debt financing is within this) Budgeting system evaluation 1. 2. 3. Clarity regarding housing supply needs Successful development of opportunity sites Strategic Park investments determined Housing units available by demographic segment Housing demand by demographic segment Block 28 completion Block 1 completion Investment analysis completed Housing supply needs for all demographic segments determined by 12/2026 Block 28 completed by 12/2027 Block 1 completed by 12/2027 Park strategic investment analysis completed by 6/2024 Housing needs analysis Opportunity site development strategy Complete Vets Park and Arena projects, including economic investment analysis 1. 2. 3. Improved water treatment capacity Successful completion of outsdie agency projects Expanded asset management capability Completed water system improvements Highway 61 rebuild targets met WWTP construction targets met Asset management plan developed Funding options identified Key water system improvements completed by 12/2027 Highway 61 completed by 6/2028 WWTP completed by 12/2028 Comprehensive asset management plan developed and funding strategy proposed by 2026 Develop asset management plan Implement water system expansion plan WWTP construction plan Highway 61 construction plan 1. 2. 3. 4. Improved collaborative relationships Improved media communication and relationship Enhanced community engagement Partner satisfaction rating # of one-on-one meetings with local media # of reporting inaccuracies Improvements in external responsiveness Increases in inquiries via technology >90% of partners report improved collaborative relationship 2024-2027 Increase in one-on-one communications with local media from 2024 to 2027 Community engagement via expanded communicationsoptions increases 10% 2024- 2027 Comprehensive communication Plan Collaboration improvement plan Community engagement strategy 1. 2. 3. City of Hastings Strategic Plan FY 2024-2027 | August 2023 STRATEGIC PLAN SUMMARY 2024-2027 City of Hastings VIII-19 Reference Page 2 for the full plan summary. Progress toward strategic priorities and initiatives will be reported quarterly. Internal plan timelines will not require movement in all areas each quarter. Legend: Data Planning Deliverables Understandingthe QuarterlyReport Initiative Status: Future Start On Track Delayed Complete VIII-19 Strategic Priority: Financial Resilience Strategic Initiative: Alternative Revenue Analysis Identifying potential non-tax revenue sources may allow the city to minimize dependence on the tax levy. A number of non-tax revenue sources were explored with the City Council. The Council approved increasing park dedication fees with annual increases through 2027. The city has applied for and received grant funding. The city has re-allocated some costs from tax levy to utility rates. 100% complete Strategic Initiative: Asset Management Funding Strategy Developing a solid asset management funding strategy will allow the city to do long- range planning for funding capital equipment and capital improvement projects. Strategic Initiative: Budgeting System Evaluation Initiative delayed The city annually reviews its debt service for compliance with financial policies. Debt service levy is currently 10.9% of property tax levy (policy limit is 20%). 100% complete VIII-19 Strategic Priority: Operational Effectiveness Strategic Initiative: Develop Organizational Training Plan Important staff training and reporting have been decentralized and lack organizational consistency. The objective is to develop a centralized organizational training plan and tracking for all employees to ensure consistency and compliance. Employees have completed 100 percent of scheduled trainings for 2024. Safety Committee received 2025 funding for OSHA- required materials for city buildings. 100% complete Strategic Initiative: Develop Recruitment Plans for all Departments Filling staff vacancies has become more challenging and hiring tends to be reactive. Developing recruitment plans that can be deployed as needs arise through attrition or expansion will enable the city to be more effective in the hiring process. Strategic Initiative: Process Improvement Program Begins in 2025. Will determine improvement targets for review at fall Council workshop. All approved vacant positions remain filled. Recruitment plans for 2025 anticipated staffing needs in place. 100% complete VIII-19 Opportunity Site Development Strategy – Block 28 All tenants have vacated 418 Vermillion St. Environmental and geotechnical assessments are underway. Highway 61 delays may impact development. 95% complete Strategic Priority: Responsive Community Development Strategic Initiative: Opportunity Site Development Strategy Developing plans for growing business along Highway 61 and downtown includes purchasing properties. Strategic Initiative: Housing Needs Analysis Strategic Initiative: Complete Vets Park and Arena projects, including economic investment analysis. City parks and recreation amenities can drive economic growth in cities. Two parks in Hastings offer possibilities for expanded economic impact. Vets Park lease is in discussion with the State. The Arena project is 100% complete. 70% complete Opportunity Site Development Strategy – Block 1 Met Council Wastewater Treatment plans are delayed beyond 2027, due to a change in strategy, and outside of the scope of this current strategic plan timeframe. 15% complete A housing needs assessment has been conducted by Bowen National Research and was presented to the City Council on April 21st. Clarify housing supply needs by demographic. 100% complete VIII-19 Construction to begin on the Central Water Treatment Plant in September 2025. Bonding requests were submitted for the Eastern and Western WTPs for 2026. Proposed budget for 2026 includes construction of Well No. 9. 50% completed. Strategic Priority: Infrastructure Sustainability Strategic Initiative: Implement Water System Expansion Plan The city needs to design and build three water treatment plants (WTP) to mitigate PFAS. Strategic Initiative: Develop Asset Management Plan Delayed - may be rolled into financial asset management strategy. Strategic Initiative: Wastewater Treatment Plant Construction Plan Met Council Environmental Services seeks to move the current Wastewater Treatment Plant from downtown in order to more effectively serve the development of the southeast metro. Following a study, MCES will flow wastewater to a regional facility for treatment. A new treatment plant will not be located in Hastings. Strategic Initiative: Highway 61 Construction Plan MnDot and the City of Hastings will reconstruct Highway 61 through Hastings, beginning in 2028 to accommodate growing traffic and development. MnDOT anticipating RFP for preliminary design for fall 2025. A business council is being formed with the Chamber and the DBA to enhance project communication and partnerships. 25% complete VIII-19 Presented Strategic Communications plan to departments for review and feedback. 100% complete Strategic Priority: Strategic Communication Strategic Initiative: Comprehensive Communication Plan A transparent, responsive government helps build trust wtih our stakeholders and allows us to meet their preferences for communications. A comprehensive plan takes all audiences and tools into account and presents a cohesive brand. Strategic Initiative: Develop a Collaboration Improvement Plan Begins in 2025. Clarity is needed on this initiative. Strategic Initiative: Community Engagement Strategy Technology enhancements allow organizations to engage in two-way communications with their diverse audiences/customers. A strategy to use the most effective communications platforms is essential to driving community engagement. Contracted with GovStack to begin web redesign. Soft launch of the new site will be in mid-December 2025, with additional content to be added the subsequent 6-12 months. 35% complete. VIII-19 City Council Memorandum To: Mayor Fasbender & City Council Members From: Ryan Stempski – Public Works Director Date: August 18, 2025 Item: Contract Award for the Central Water Treatment Plant – Raw Watermain Project COUNCIL ACTION REQUESTED Council is requested to adopt the attached resolution to award a contract for the Central Water Treatment Plant – Raw Watermain Project. BACKGROUND INFORMATION The City received five bids for this project on June 25, 2025. A summary of the bids is listed below. Bidder Total Base Bid Alternate 1 Bid Alternate 2 Bid A-1 Excavating, LLC $2,575,575.00 $584,508.00 $484,182.00 Ryan Contracting Co.$2,758,285.00 $567,060.00 $501,630.00 S.M. Hentges & Sons, Inc.$2,864,942.50 $486,363.00 $580,146.00 Pember Companies, Inc.$2,861,440.00 $629,327.55 $504,574.35 BCM Construction, Inc.$2,887,463.33 $630,461.67 $521,411.67 The low base bid from A-1 Excavating, LLC came in 11% under the engineer’s estimate, which was $2,893,545.00. The alternate bids were obtained for pricing of two separate pipe materials to complete the directional drilling. This construction bid positions the project to fall within the funding dedicated to the overall Central Water Treatment Plant. A-1 Excavating, LLC has completed several successful utility projects in Hastings and has the experience and expertise to complete the work. STAFF RECOMMENDATION Staff is recommending that the City Council move forward in adopting the attached resolution awarding the contract to A-1 Excavating, LLC, in the base bid plus Alternate #2 (HDPE DR 11 material) amount of $3,059,757.00 Please refer to the attached award recommendation letter. ATTACHMENTS Resolution Receiving Bids and Awarding Contract Award Recommendation Letter from WSB IX-01 CITY OF HASTINGS DAKOTA COUNTY,MINNESOTA RESOLUTION NO. RESOLUTION RECEIVING BIDS AND AWARDING CONTRACT FOR THE CENTRAL WATER TREATMENT PLANT – RAW WATERMAIN PROJECT WHEREAS, pursuant to an advertisement for bids for the Central Water Treatment Plant – Raw Watermain project, bids were opened on June 25, 2025, and tabulated according to law, and the following bids were received: Bidder Total Base Bid Alternate 1 Bid Alternate 2 Bid A-1 Excavating, LLC $2,575,575.00 $584,508.00 $484,182.00 Ryan Contracting Co.$2,758,285.00 $567,060.00 $501,630.00 S.M. Hentges & Sons, Inc.$2,864,942.50 $486,363.00 $580,146.00 Pember Companies, Inc.$2,861,440.00 $629,327.55 $504,574.35 BCM Construction, Inc.$2,887,463.33 $630,461.67 $521,411.67 and WHEREAS, the Alternate Bids were obtained to receive pricing on two different pipe materials on the directional drilling portion of the project, and WHEREAS, it is recommended that the contract be awarded the Base Bid plus Alternate #2, and WHEREAS, Alternate #2 includes directional drilling HDPE DR 11 pipe, and WHEREAS, it appears that A-1 Excavating, LLC is the lowest responsible bidder. NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: 1.The Mayor and Clerk are hereby authorized and directed to enter a contract with A-1 Excavating, LLC 2.The total amount of the contract is hereby declared to be $3,059,757.00. ADOPTED BY THE CITY COUNCIL OF HASTINGS, MINNESOTA, THIS 18TH DAY OF AUGUST 2025. Ayes: Nays: Mary D. Fasbender, Mayor ATTEST: Kelly Murtaugh, City Clerk SEAL IX-01 \\gvfiles01\projects\024226-000\Admin\Construction Admin\Well 7 Raw Watermain\024226-000 LOR 062525.docx 17 8 E 9 T H S T R E E T | SU I T E 2 0 0 | SA I N T P A U L , M N | 55 1 0 1 | 65 1 . 2 8 6 . 8 4 5 0 | WS B E N G . C O M June 25, 2025 Honorable Mayor and City CouncilCity of HastingsEngineering Department1225 Progress Drive Hastings, MN 55033 Re:Central Water Treatment Plant – Raw Watermain Project City of HastingsWSB Project No. 024226-000 Dear Mayor and Council Members: Bids were received for the above-referenced project on Wednesday, June 25, 2025,and were opened and read aloud. Five bids were received.The bids were checked for mathematical accuracy.Please find enclosed the bid summary indicating the low bid as submitted by A-1 Excavating LLC, Bloomer, WI in the amount of $2,575,575.00.The Base Bid Engineer’s Estimate was $2,893,545.00. In addition to the base bid, the contractor gave prices for two alternates. The cost by A-1 Excavating LLLC for these alternates were as follows: Alternate 1 – PVC C900 DR 18 (Directional Drill) $584,508.00 Alternate 2 – HDPE DR 11 (Directional Drill) $484,182.00 We recommend that the City Council consider these bids and award a contract for the base bid plus alternate #2 in the amount of $3,059,757.00. Sincerely, WSB Justin Messner, PE Director of Municipal Services Attachments jsc IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Line # Item # Description Units Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LS 1 $124,200.00 $124,200.00 $322,050.00 $322,050.00 $150,000.00 $150,000.00 $90,265.00 $90,265.00 2 2101.502 CLEARING EACH 9 $350.00 $3,150.00 $1,000.00 $9,000.00 $900.00 $8,100.00 $1,300.00 $11,700.00 3 2101.502 GRUBBING EACH 11 $350.00 $3,850.00 $1,000.00 $11,000.00 $600.00 $6,600.00 $675.00 $7,425.00 4 2104.502 REMOVE BOLLARDS EACH 3 $100.00 $300.00 $200.00 $600.00 $400.00 $1,200.00 $85.00 $255.00 5 2104.502 REMOVE CASTING EACH 3 $250.00 $750.00 $200.00 $600.00 $200.00 $600.00 $120.00 $360.00 6 2104.502 SALVAGE LIGHTING UNIT EACH 1 $500.00 $500.00 $1,500.00 $1,500.00 $2,000.00 $2,000.00 $1,270.00 $1,270.00 7 2104.502 SALVAGE SIGN EACH 5 $100.00 $500.00 $55.00 $275.00 $100.00 $500.00 $50.00 $250.00 8 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 4300 $4.00 $17,200.00 $3.00 $12,900.00 $2.00 $8,600.00 $2.10 $9,030.00 9 2104.503 REMOVE CURB & GUTTER L F 5250 $7.00 $36,750.00 $4.00 $21,000.00 $4.00 $21,000.00 $5.30 $27,825.00 10 2104.503 SALVAGE FENCE L F 50 $10.00 $500.00 $33.00 $1,650.00 $50.00 $2,500.00 $30.00 $1,500.00 11 2104.503 REMOVE AND REPLACE CURB AND GUTTER L F 300 $40.00 $12,000.00 $65.00 $19,500.00 $35.00 $10,500.00 $64.00 $19,200.00 12 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 410 $23.00 $9,430.00 $10.00 $4,100.00 $10.00 $4,100.00 $21.80 $8,938.00 13 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 100 $16.00 $1,600.00 $9.00 $900.00 $9.00 $900.00 $16.50 $1,650.00 14 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 9300 $12.00 $111,600.00 $5.00 $46,500.00 $5.00 $46,500.00 $4.60 $42,780.00 15 2104.518 REMOVE BITUMINOUS WALK S F 370 $5.00 $1,850.00 $1.00 $370.00 $1.00 $370.00 $1.30 $481.00 16 2104.518 REMOVE CONCRETE WALK S F 1600 $6.00 $9,600.00 $1.00 $1,600.00 $1.00 $1,600.00 $2.40 $3,840.00 17 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 18 2104.618 SALVAGE BRICK PAVERS S F 200 $10.00 $2,000.00 $4.00 $800.00 $20.00 $4,000.00 $10.00 $2,000.00 19 2106.507 EXCAVATION - COMMON (P)C Y 3600 $35.00 $126,000.00 $29.00 $104,400.00 $20.00 $72,000.00 $32.60 $117,360.00 20 2112.519 SUBGRADE PREPARATION RDST 44 $500.00 $22,000.00 $500.00 $22,000.00 $500.00 $22,000.00 $260.00 $11,440.00 21 2123.61 STREET SWEEPER (WITH PICKUP BROOM)HOUR 100 $150.00 $15,000.00 $160.00 $16,000.00 $140.00 $14,000.00 $180.00 $18,000.00 22 2123.61 1.5 CU YD BACKHOE HOUR 40 $200.00 $8,000.00 $200.00 $8,000.00 $175.00 $7,000.00 $280.00 $11,200.00 23 2211.509 AGGREGATE BASE CLASS 5 (P)TON 4400 $32.00 $140,800.00 $29.00 $127,600.00 $15.00 $66,000.00 $31.00 $136,400.00 24 2232.504 MILL BITUMINOUS SURFACE S Y 5500 $5.00 $27,500.00 $3.50 $19,250.00 $3.00 $16,500.00 $2.60 $14,300.00 25 2331.603 JOINT ADHESIVE L F 9800 $1.00 $9,800.00 $0.75 $7,350.00 $1.00 $9,800.00 $0.70 $6,860.00 26 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1500 $4.00 $6,000.00 $1.00 $1,500.00 $0.01 $15.00 $1.05 $1,575.00 27 2360.504 TYPE SP 9.5 WEAR CRS MIX(3,C)4.0" THICK S Y 500 $45.00 $22,500.00 $55.00 $27,500.00 $60.00 $30,000.00 $87.55 $43,775.00 28 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON 1910 $120.00 $229,200.00 $87.00 $166,170.00 $82.00 $156,620.00 $87.00 $166,170.00 29 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3,B)TON 1200 $100.00 $120,000.00 $85.00 $102,000.00 $80.00 $96,000.00 $84.85 $101,820.00 30 2504.601 IRRIGATION SYSTEM REPAIR LS 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 31 2504.602 ADJUST GATE VALVE & BOX EACH 9 $500.00 $4,500.00 $275.00 $2,475.00 $800.00 $7,200.00 $305.00 $2,745.00 32 2506.502 ADJUST FRAME & RING CASTING EACH 28 $650.00 $18,200.00 $850.00 $23,800.00 $800.00 $22,400.00 $1,240.00 $34,720.00 33 2506.602 REPLACE EXISTING STORM SEWER CASTINGS SPECIAL EACH 3 $1,000.00 $3,000.00 $1,530.00 $4,590.00 $2,000.00 $6,000.00 $2,100.00 $6,300.00 34 2506.602 CASTING ASSEMBLY SPECIAL EACH 2 $250.00 $500.00 $500.00 $1,000.00 $2,000.00 $4,000.00 $280.00 $560.00 35 2521.518 4" CONCRETE WALK S F 1110 $10.00 $11,100.00 $10.00 $11,100.00 $10.00 $11,100.00 $11.20 $12,432.00 36 2521.518 6" CONCRETE WALK S F 800 $15.00 $12,000.00 $10.25 $8,200.00 $13.00 $10,400.00 $15.35 $12,280.00 37 2521.518 3" BITUMINOUS WALK S F 540 $5.00 $2,700.00 $7.00 $3,780.00 $8.00 $4,320.00 $9.20 $4,968.00 38 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 4830 $22.00 $106,260.00 $28.00 $135,240.00 $24.00 $115,920.00 $29.75 $143,692.50 Engineer Estimate A-1 Excavating LLC Ryan Contracting Co. Pember Companies, Inc. 1 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Engineer Estimate A-1 Excavating LLC Ryan Contracting Co. Pember Companies, Inc. 39 2531.503 CONCRETE CURB & GUTTER DESIGN B624 L F 320 $25.00 $8,000.00 $34.00 $10,880.00 $30.00 $9,600.00 $52.80 $16,896.00 40 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 490 $120.00 $58,800.00 $94.00 $46,060.00 $85.00 $41,650.00 $111.70 $54,733.00 41 2531.604 7" CONCRETE VALLEY GUTTER S Y 30 $170.00 $5,100.00 $85.00 $2,550.00 $100.00 $3,000.00 $155.50 $4,665.00 42 2531.618 TRUNCATED DOMES S F 100 $50.00 $5,000.00 $75.00 $7,500.00 $70.00 $7,000.00 $81.00 $8,100.00 43 2540.618 INSTALL BRICK PAVERS S F 200 $25.00 $5,000.00 $12.00 $2,400.00 $30.00 $6,000.00 $35.00 $7,000.00 44 2545.602 INSTALL LIGHTING UNIT EACH 1 $1,500.00 $1,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $1,750.00 $1,750.00 45 2557.603 INSTALL FENCE L F 50 $15.00 $750.00 $100.00 $5,000.00 $50.00 $2,500.00 $95.00 $4,750.00 46 2563.601 TRAFFIC CONTROL LS 1 $25,000.00 $25,000.00 $12,250.00 $12,250.00 $20,000.00 $20,000.00 $18,000.00 $18,000.00 47 2564.602 INSTALL SIGN EACH 5 $100.00 $500.00 $600.00 $3,000.00 $400.00 $2,000.00 $610.00 $3,050.00 48 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 $2,000.00 $2,000.00 $100.00 $100.00 $2,000.00 $2,000.00 $1,500.00 $1,500.00 49 2573.502 STORM DRAIN INLET PROTECTION EACH 70 $250.00 $17,500.00 $25.00 $1,750.00 $140.00 $9,800.00 $140.00 $9,800.00 50 2573.503 SILT FENCE, TYPE MS L F 2000 $3.00 $6,000.00 $2.00 $4,000.00 $1.50 $3,000.00 $3.80 $7,600.00 51 2573.503 SEDIMENT CONTROL LOG TYPE STRAW L F 5100 $3.00 $15,300.00 $2.00 $10,200.00 $2.00 $10,200.00 $3.70 $18,870.00 52 2574.507 LOAM TOPSOIL BORROW C Y 820 $45.00 $36,900.00 $10.00 $8,200.00 $40.00 $32,800.00 $75.00 $61,500.00 53 2575.523 WATER MGAL 150 $65.00 $9,750.00 $30.00 $4,500.00 $40.00 $6,000.00 $100.00 $15,000.00 54 2575.523 RAPID STABILIZATION METHOD 3 MGAL 10 $525.00 $5,250.00 $400.00 $4,000.00 $600.00 $6,000.00 $1,000.00 $10,000.00 55 2575.604 BLOWN COMPOST SEEDING S Y 7610 $1.50 $11,415.00 $4.50 $34,245.00 $4.00 $30,440.00 $3.70 $28,157.00 56 2582.503 4" SOLID LINE MULTI COMP L F 900 $2.50 $2,250.00 $3.30 $2,970.00 $3.00 $2,700.00 $3.20 $2,880.00 57 2582.503 4" DBLE SOLID LINE MULTI COMP L F 300 $5.00 $1,500.00 $3.30 $990.00 $3.00 $900.00 $3.40 $1,020.00 TOTAL SCHEDULE A $1,448,355.00 $1,421,895.00 $1,150,935.00 $1,360,637.50 SCHEDULE B - WATERMAIN IMPROVEMENTS 58 2503.603 24" STEEL CASING PIPE (JACKED) L F 125 $400.00 $50,000.00 $200.00 $25,000.00 $2,300.00 $287,500.00 $2,170.00 $271,250.00 59 2503.603 24" (MINIMUM) STEEL CASING (HHD) L F 125 $2,100.00 $262,500.00 $200.00 $25,000.00 $2,500.00 $312,500.00 $1,817.00 $227,125.00 60 2504.602 CONNECT TO EXISTING WATER MAIN EACH 2 $2,000.00 $4,000.00 $3,200.00 $6,400.00 $10,000.00 $20,000.00 $2,800.00 $5,600.00 61 2504.602 HYDRANT EACH 4 $7,500.00 $30,000.00 $10,500.00 $42,000.00 $8,500.00 $34,000.00 $10,100.00 $40,400.00 62 2504.602 10" GATE VALVE & BOX EACH 1 $6,500.00 $6,500.00 $4,900.00 $4,900.00 $6,500.00 $6,500.00 $5,000.00 $5,000.00 63 2504.602 12" GATE VALVE & BOX EACH 7 $8,500.00 $59,500.00 $5,700.00 $39,900.00 $7,000.00 $49,000.00 $6,130.00 $42,910.00 64 2504.603 12" WATERMAIN DUCTILE IRON CL 52 (SPECIAL CONSTRUCTIO LF 125 $200.00 $25,000.00 $157.00 $19,625.00 $400.00 $50,000.00 $151.00 $18,875.00 65 2504.603 6" WATERMAIN DUCTILE IRON CL 52 L F 60 $150.00 $9,000.00 $110.00 $6,600.00 $100.00 $6,000.00 $99.00 $5,940.00 66 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 10 $200.00 $2,000.00 $160.00 $1,600.00 $120.00 $1,200.00 $153.85 $1,538.50 67 2504.603 12" WATERMAIN DUCTILE IRON CL 52 L F 4300 $170.00 $731,000.00 $157.00 $675,100.00 $125.00 $537,500.00 $139.50 $599,850.00 68 2504.604 4" POLYSTYRENE INSULATION S Y 500 $45.00 $22,500.00 $80.00 $40,000.00 $40.00 $20,000.00 $90.00 $45,000.00 69 2504.608 DUCTILE IRON FITTINGS LB 2800 $16.00 $44,800.00 $18.00 $50,400.00 $10.00 $28,000.00 $16.20 $45,360.00 TOTAL SCHEDULE B $1,246,800.00 $936,525.00 $1,352,200.00 $1,308,848.50 SCHEDULE C - STORM SEWER IMPROVEMENTS 70 2104.502 REMOVE DRAINAGE STRUCTURE EACH 13 $500.00 $6,500.00 $600.00 $7,800.00 $600.00 $7,800.00 $685.00 $8,905.00 71 2104.503 REMOVE SEWER PIPE (STORM) L F 640 $15.00 $9,600.00 $18.00 $11,520.00 $15.00 $9,600.00 $19.00 $12,160.00 72 2503.503 22" SPAN RC PIPE-ARCH SEWER CL IIIA L F 130 $150.00 $19,500.00 $141.00 $18,330.00 $140.00 $18,200.00 $158.00 $20,540.00 2 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Engineer Estimate A-1 Excavating LLC Ryan Contracting Co. Pember Companies, Inc. 73 2503.503 12" RC PIPE SEWER DES 3006 CL V L F 330 $78.00 $25,740.00 $76.00 $25,080.00 $65.00 $21,450.00 $65.00 $21,450.00 74 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 330 $85.00 $28,050.00 $81.00 $26,730.00 $70.00 $23,100.00 $80.00 $26,400.00 75 2503.503 21" RC PIPE SEWER DES 3006 CL III L F 60 $120.00 $7,200.00 $98.00 $5,880.00 $120.00 $7,200.00 $95.00 $5,700.00 76 2503.503 27" RC PIPE SEWER DES 3006 CL III L F 70 $160.00 $11,200.00 $123.00 $8,610.00 $150.00 $10,500.00 $129.00 $9,030.00 77 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5 $2,000.00 $10,000.00 $2,000.00 $10,000.00 $5,000.00 $25,000.00 $1,160.00 $5,800.00 78 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 16 $2,000.00 $32,000.00 $2,000.00 $32,000.00 $5,000.00 $80,000.00 $1,100.00 $17,600.00 79 2506.502 CASTING ASSEMBLY EACH 14 $750.00 $10,500.00 $1,530.00 $21,420.00 $1,000.00 $14,000.00 $1,050.00 $14,700.00 80 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPEC (2'X3') EACH 4 $1,500.00 $6,000.00 $3,530.00 $14,120.00 $3,000.00 $12,000.00 $3,450.00 $13,800.00 81 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 35 $650.00 $22,750.00 $700.00 $24,500.00 $500.00 $17,500.00 $741.50 $25,952.50 82 2506.503 CONST DRAINAGE STRUCTURE DES 60-4020 L F 11 $850.00 $9,350.00 $1,015.00 $11,165.00 $800.00 $8,800.00 $901.50 $9,916.50 TOTAL SCHEDULE C $198,390.00 $217,155.00 $255,150.00 $191,954.00 ALTERNATE 1. PVC C900 DR 18(DIRECTIONAL DRILL) 83 2504.603 12" PVC WATERMAIN (DIRECTIONAL DRILLED)LF 2181 $240.00 $523,440.00 $268.00 $584,508.00 $260.00 $567,060.00 $288.55 $629,327.55 ALTERNATE 2. HDPE DR 11 (DIRECTIONAL DRILL) 84 2504.603 14" WATERMAIN HDPE (DRIECTIONAL DRILLED)LF 2181 $240.00 $523,440.00 $222.00 $484,182.00 $230.00 $501,630.00 $231.35 $504,574.35 TOTAL BASE BID $2,893,545.00 $2,575,575.00 $2,758,285.00 $2,861,440.00 TOTAL BASE BID + ALTERNATE 1 $3,416,985.00 $3,160,083.00 $3,325,345.00 $3,490,767.55 TOTAL BASE BID + ALTERNATE 2 $3,416,985.00 $3,059,757.00 $3,259,915.00 $3,366,014.35 3 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Line # Item # Description Units Quantity Unit Price Extension SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LS 1 $124,200.00 $124,200.00 2 2101.502 CLEARING EACH 9 $350.00 $3,150.00 3 2101.502 GRUBBING EACH 11 $350.00 $3,850.00 4 2104.502 REMOVE BOLLARDS EACH 3 $100.00 $300.00 5 2104.502 REMOVE CASTING EACH 3 $250.00 $750.00 6 2104.502 SALVAGE LIGHTING UNIT EACH 1 $500.00 $500.00 7 2104.502 SALVAGE SIGN EACH 5 $100.00 $500.00 8 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 4300 $4.00 $17,200.00 9 2104.503 REMOVE CURB & GUTTER L F 5250 $7.00 $36,750.00 10 2104.503 SALVAGE FENCE L F 50 $10.00 $500.00 11 2104.503 REMOVE AND REPLACE CURB AND GUTTER L F 300 $40.00 $12,000.00 12 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 410 $23.00 $9,430.00 13 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 100 $16.00 $1,600.00 14 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 9300 $12.00 $111,600.00 15 2104.518 REMOVE BITUMINOUS WALK S F 370 $5.00 $1,850.00 16 2104.518 REMOVE CONCRETE WALK S F 1600 $6.00 $9,600.00 17 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $5,000.00 $5,000.00 18 2104.618 SALVAGE BRICK PAVERS S F 200 $10.00 $2,000.00 19 2106.507 EXCAVATION - COMMON (P)C Y 3600 $35.00 $126,000.00 20 2112.519 SUBGRADE PREPARATION RDST 44 $500.00 $22,000.00 21 2123.61 STREET SWEEPER (WITH PICKUP BROOM)HOUR 100 $150.00 $15,000.00 22 2123.61 1.5 CU YD BACKHOE HOUR 40 $200.00 $8,000.00 23 2211.509 AGGREGATE BASE CLASS 5 (P)TON 4400 $32.00 $140,800.00 24 2232.504 MILL BITUMINOUS SURFACE S Y 5500 $5.00 $27,500.00 25 2331.603 JOINT ADHESIVE L F 9800 $1.00 $9,800.00 26 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1500 $4.00 $6,000.00 27 2360.504 TYPE SP 9.5 WEAR CRS MIX(3,C)4.0" THICK S Y 500 $45.00 $22,500.00 28 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON 1910 $120.00 $229,200.00 29 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3,B)TON 1200 $100.00 $120,000.00 30 2504.601 IRRIGATION SYSTEM REPAIR LS 1 $5,000.00 $5,000.00 31 2504.602 ADJUST GATE VALVE & BOX EACH 9 $500.00 $4,500.00 32 2506.502 ADJUST FRAME & RING CASTING EACH 28 $650.00 $18,200.00 33 2506.602 REPLACE EXISTING STORM SEWER CASTINGS SPECIAL EACH 3 $1,000.00 $3,000.00 34 2506.602 CASTING ASSEMBLY SPECIAL EACH 2 $250.00 $500.00 35 2521.518 4" CONCRETE WALK S F 1110 $10.00 $11,100.00 36 2521.518 6" CONCRETE WALK S F 800 $15.00 $12,000.00 37 2521.518 3" BITUMINOUS WALK S F 540 $5.00 $2,700.00 38 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 4830 $22.00 $106,260.00 Engineer Estimate Unit Price Extension Unit Price Extension $310,000.00 $310,000.00 $170,000.00 $170,000.00 $1,000.00 $9,000.00 $1,319.91 $11,879.19 $670.00 $7,370.00 $549.96 $6,049.56 $80.00 $240.00 $203.49 $610.47 $55.00 $165.00 $316.07 $948.21 $560.00 $560.00 $2,540.10 $2,540.10 $55.00 $275.00 $313.48 $1,567.40 $3.30 $14,190.00 $4.15 $17,845.00 $3.40 $17,850.00 $4.34 $22,785.00 $15.00 $750.00 $33.00 $1,650.00 $80.00 $24,000.00 $37.16 $11,148.00 $6.80 $2,788.00 $7.23 $2,964.30 $5.30 $530.00 $7.23 $723.00 $6.00 $55,800.00 $2.65 $24,645.00 $1.15 $425.50 $7.23 $2,675.10 $0.60 $960.00 $2.32 $3,712.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $16.00 $3,200.00 $11.75 $2,350.00 $31.00 $111,600.00 $13.79 $49,644.00 $475.00 $20,900.00 $269.96 $11,878.24 $175.00 $17,500.00 $164.99 $16,499.00 $250.00 $10,000.00 $129.99 $5,199.60 $25.00 $110,000.00 $17.52 $77,088.00 $2.60 $14,300.00 $2.75 $15,125.00 $1.50 $14,700.00 $0.90 $8,820.00 $1.10 $1,650.00 $1.10 $1,650.00 $53.00 $26,500.00 $66.83 $33,415.00 $100.00 $191,000.00 $93.50 $178,585.00 $82.00 $98,400.00 $92.40 $110,880.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $340.00 $3,060.00 $222.19 $1,999.71 $670.00 $18,760.00 $555.45 $15,552.60 $1,120.00 $3,360.00 $1,536.65 $4,609.95 $430.00 $860.00 $1,316.66 $2,633.32 $8.40 $9,324.00 $11.11 $12,332.10 $17.00 $13,600.00 $12.41 $9,928.00 $8.40 $4,536.00 $18.51 $9,995.40 $24.00 $115,920.00 $31.11 $150,261.30 BCM Construction, Inc.S.M. Hentges & Sons, Inc. 4 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Engineer Estimate 39 2531.503 CONCRETE CURB & GUTTER DESIGN B624 L F 320 $25.00 $8,000.00 40 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 490 $120.00 $58,800.00 41 2531.604 7" CONCRETE VALLEY GUTTER S Y 30 $170.00 $5,100.00 42 2531.618 TRUNCATED DOMES S F 100 $50.00 $5,000.00 43 2540.618 INSTALL BRICK PAVERS S F 200 $25.00 $5,000.00 44 2545.602 INSTALL LIGHTING UNIT EACH 1 $1,500.00 $1,500.00 45 2557.603 INSTALL FENCE L F 50 $15.00 $750.00 46 2563.601 TRAFFIC CONTROL LS 1 $25,000.00 $25,000.00 47 2564.602 INSTALL SIGN EACH 5 $100.00 $500.00 48 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 $2,000.00 $2,000.00 49 2573.502 STORM DRAIN INLET PROTECTION EACH 70 $250.00 $17,500.00 50 2573.503 SILT FENCE, TYPE MS L F 2000 $3.00 $6,000.00 51 2573.503 SEDIMENT CONTROL LOG TYPE STRAW L F 5100 $3.00 $15,300.00 52 2574.507 LOAM TOPSOIL BORROW C Y 820 $45.00 $36,900.00 53 2575.523 WATER MGAL 150 $65.00 $9,750.00 54 2575.523 RAPID STABILIZATION METHOD 3 MGAL 10 $525.00 $5,250.00 55 2575.604 BLOWN COMPOST SEEDING S Y 7610 $1.50 $11,415.00 56 2582.503 4" SOLID LINE MULTI COMP L F 900 $2.50 $2,250.00 57 2582.503 4" DBLE SOLID LINE MULTI COMP L F 300 $5.00 $1,500.00 TOTAL SCHEDULE A $1,448,355.00 SCHEDULE B - WATERMAIN IMPROVEMENTS 58 2503.603 24" STEEL CASING PIPE (JACKED) L F 125 $400.00 $50,000.00 59 2503.603 24" (MINIMUM) STEEL CASING (HHD) L F 125 $2,100.00 $262,500.00 60 2504.602 CONNECT TO EXISTING WATER MAIN EACH 2 $2,000.00 $4,000.00 61 2504.602 HYDRANT EACH 4 $7,500.00 $30,000.00 62 2504.602 10" GATE VALVE & BOX EACH 1 $6,500.00 $6,500.00 63 2504.602 12" GATE VALVE & BOX EACH 7 $8,500.00 $59,500.00 64 2504.603 12" WATERMAIN DUCTILE IRON CL 52 (SPECIAL CONSTRUCTIO LF 125 $200.00 $25,000.00 65 2504.603 6" WATERMAIN DUCTILE IRON CL 52 L F 60 $150.00 $9,000.00 66 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 10 $200.00 $2,000.00 67 2504.603 12" WATERMAIN DUCTILE IRON CL 52 L F 4300 $170.00 $731,000.00 68 2504.604 4" POLYSTYRENE INSULATION S Y 500 $45.00 $22,500.00 69 2504.608 DUCTILE IRON FITTINGS LB 2800 $16.00 $44,800.00 TOTAL SCHEDULE B $1,246,800.00 SCHEDULE C - STORM SEWER IMPROVEMENTS 70 2104.502 REMOVE DRAINAGE STRUCTURE EACH 13 $500.00 $6,500.00 71 2104.503 REMOVE SEWER PIPE (STORM) L F 640 $15.00 $9,600.00 72 2503.503 22" SPAN RC PIPE-ARCH SEWER CL IIIA L F 130 $150.00 $19,500.00 BCM Construction, Inc.S.M. Hentges & Sons, Inc. $27.00 $8,640.00 $36.61 $11,715.20 $102.00 $49,980.00 $93.97 $46,045.30 $140.00 $4,200.00 $97.27 $2,918.10 $65.00 $6,500.00 $82.50 $8,250.00 $30.00 $6,000.00 $13.00 $2,600.00 $670.00 $670.00 $5,499.65 $5,499.65 $67.00 $3,350.00 $99.00 $4,950.00 $7,700.00 $7,700.00 $15,399.06 $15,399.06 $640.00 $3,200.00 $632.46 $3,162.30 $9,200.00 $9,200.00 $5,999.64 $5,999.64 $195.00 $13,650.00 $179.29 $12,550.30 $2.25 $4,500.00 $2.63 $5,260.00 $2.80 $14,280.00 $2.59 $13,209.00 $60.00 $49,200.00 $35.76 $29,323.20 $55.00 $8,250.00 $67.10 $10,065.00 $223.00 $2,230.00 $780.95 $7,809.50 $3.90 $29,679.00 $6.87 $52,280.70 $3.30 $2,970.00 $4.28 $3,852.00 $3.60 $1,080.00 $6.60 $1,980.00 $1,469,352.50 $1,253,057.50 $1,780.00 $222,500.00 $2,085.11 $260,638.75 $1,780.00 $222,500.00 $3,047.55 $380,943.75 $2,200.00 $4,400.00 $1,832.75 $3,665.50 $10,300.00 $41,200.00 $9,205.50 $36,822.00 $5,300.00 $5,300.00 $4,896.52 $4,896.52 $6,300.00 $44,100.00 $6,118.55 $42,829.85 $280.00 $35,000.00 $308.49 $38,561.25 $71.00 $4,260.00 $107.11 $6,426.60 $166.00 $1,660.00 $149.92 $1,499.20 $127.00 $546,100.00 $139.38 $599,334.00 $60.00 $30,000.00 $80.24 $40,120.00 $16.00 $44,800.00 $17.31 $48,468.00 $1,201,820.00 $1,464,205.42 $490.00 $6,370.00 $474.11 $6,163.43 $30.00 $19,200.00 $4.55 $2,912.00 $111.00 $14,430.00 $121.97 $15,856.10 5 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Engineer Estimate 73 2503.503 12" RC PIPE SEWER DES 3006 CL V L F 330 $78.00 $25,740.00 74 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 330 $85.00 $28,050.00 75 2503.503 21" RC PIPE SEWER DES 3006 CL III L F 60 $120.00 $7,200.00 76 2503.503 27" RC PIPE SEWER DES 3006 CL III L F 70 $160.00 $11,200.00 77 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5 $2,000.00 $10,000.00 78 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 16 $2,000.00 $32,000.00 79 2506.502 CASTING ASSEMBLY EACH 14 $750.00 $10,500.00 80 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPEC (2'X3') EACH 4 $1,500.00 $6,000.00 81 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 35 $650.00 $22,750.00 82 2506.503 CONST DRAINAGE STRUCTURE DES 60-4020 L F 11 $850.00 $9,350.00 TOTAL SCHEDULE C $198,390.00 ALTERNATE 1. PVC C900 DR 18(DIRECTIONAL DRILL) 83 2504.603 12" PVC WATERMAIN (DIRECTIONAL DRILLED) LF 2181 $240.00 $523,440.00 ALTERNATE 2. HDPE DR 11 (DIRECTIONAL DRILL) 84 2504.603 14" WATERMAIN HDPE (DRIECTIONAL DRILLED)LF 2181 $240.00 $523,440.00 TOTAL BASE BID $2,893,545.00 TOTAL BASE BID + ALTERNATE 1 $3,416,985.00 TOTAL BASE BID + ALTERNATE 2 $3,416,985.00 I hereby certify that this is an exact reproduction of bids received Certified By: License No. Date: June 25, 2025 BCM Construction, Inc.S.M. Hentges & Sons, Inc. $63.00 $20,790.00 $76.60 $25,278.00 $70.00 $23,100.00 $77.87 $25,697.10 $84.00 $5,040.00 $130.24 $7,814.40 $73.00 $5,110.00 $156.90 $10,983.00 $1,370.00 $6,850.00 $590.11 $2,950.55 $1,300.00 $20,800.00 $731.81 $11,708.96 $1,650.00 $23,100.00 $1,536.65 $21,513.10 $2,600.00 $10,400.00 $2,407.00 $9,628.00 $810.00 $28,350.00 $565.32 $19,786.20 $930.00 $10,230.00 $900.87 $9,909.57 $193,770.00 $170,200.41 $223.00 $486,363.00 $289.07 $630,461.67 $266.00 $580,146.00 $239.07 $521,411.67 $2,864,942.50 $2,887,463.33 $3,351,305.50 $3,517,925.00 $3,445,088.50 $3,408,875.00 45857 6 IX-01 City Council Memorandum To: Mayor Fasbender & City Council Members From: Ryan Stempski – Public Works Director Date: August 18, 2025 Item: Contract Award for the Central Water Treatment Plant COUNCIL ACTION REQUESTED Council is requested to adopt the attached resolution to award a contract for the Central Water Treatment Plant. BACKGROUND INFORMATION The City received three bids for this project on July 24, 2025. A summary of the bids is listed below. Bidder Total Base Bid Alternate 1 Alternate 2 Alternate 3 Alternate 4 Magney Const, Inc.$14,559,000.00 $28,000.00 $26,800.00 $65,000.00 $160,000.00 Staab Const Corp $15,124,000.00 $35,000.00 $32,000.00 $80,000.00 $102,000.00 Rice Lake Const Group $16,003,600.00 $38,200.00 $19,800.00 $118,300.00 $128,200.00 The low base bid from Magney Construction, Inc. came in nearly 20% under the engineer’s estimate, which was $18,072,415.00. The bid included allowances in the amount of $550,000 itemized as construction, SCADA, and permit fees. The alternate bids were for Phosphate Feed, Haul & Dispose Contaminated Soil, Existing IX WTP Architectural, and Pedestrian Fill Station, respectively. All allowances and alternatives are recommended to be included in this award. The total construction bid positions the project to fall within the funding dedicated to the overall Central Water Treatment Plant. Magney Construction, Inc., has good experience in building PFAS Water Treatment Plants and is highly known and respected in this industry. STAFF RECOMMENDATION Staff is recommending that the City Council move forward in adopting the attached resolution awarding the contract to Magney Construction, Inc., in the base bid plus allowances and all four alternates amount of $15,388,800.00. Please refer to the attached award recommendation letter. ATTACHMENTS Resolution Receiving Bids and Awarding Contract Award Recommendation Letter from WSB IX-02 CITY OF HASTINGS DAKOTA COUNTY,MINNESOTA RESOLUTION NO. RESOLUTION RECEIVING BIDS AND AWARDING CONTRACT FOR THE CENTRAL WATER TREATMENT PLANT WHEREAS, pursuant to an advertisement for bids for the Central Water Treatment Plant, bids were opened on July 24, 2025, and tabulated according to law, and the following bids were received: Bidder Total Base Bid Alternate 1 Alternate 2 Alternate 3 Alternate 4 Magney Const, Inc.$14,559,000.00 $28,000.00 $26,800.00 $65,000.00 $160,000.00 Staab Const Corp $15,124,000.00 $35,000.00 $32,000.00 $80,000.00 $102,000.00 Rice Lake Const Group $16,003,600.00 $38,200.00 $19,800.00 $118,300.00 $128,200.00 and WHEREAS, the bids included Allowances that totaled $550,000 and included construction, SCADA, and permit fees, and WHEREAS, the Alternate Bids were obtained to receive pricing on Phosphate Feed, Haul & Dispose Contaminated Soil, Existing IX WTP Architecture, and Pedestrian Fill Station, respectively, and WHEREAS, it is recommended that the contract be awarded the Base Bid plus Allowances and all four Alternates, and WHEREAS, it appears that Magney Construction, Inc., is the lowest responsible bidder. NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: 1.The Mayor and Clerk are hereby authorized and directed to enter a contract with Magney Construction, Inc. 2.The total amount of the contract is hereby declared to be $15,388,800.00. ADOPTED BY THE CITY COUNCIL OF HASTINGS, MINNESOTA, THIS 18TH DAY OF AUGUST 2025. Ayes: Nays: Mary D. Fasbender, Mayor ATTEST: Kelly Murtaugh, City Clerk SEAL IX-02 K:\024226-000\Admin\Construction Admin\Central WTP\Bidding\024226-000 LOR 072425.docx 17 8 E 9 T H S T R E E T | SU I T E 2 0 0 | SA I N T P A U L , M N | 55 1 0 1 | 65 1 . 2 8 6 . 8 4 5 0 | WS B E N G . C O M July 24, 2025 Honorable Mayor and City CouncilCity of Hastings101 4th Street EastHastings, MN 55033 Re:Central Water Treatment PlantCity of HastingsWSB Project No. 024226-000 Dear Mayor and Council Members: Bids were received for the above-referenced project on Thursday, July 24, 2025, and were opened and read aloud. Three bids were received.The bids were checked for mathematical accuracy.Please find enclosed the bid summary indicating the low bid including allowances as submitted by Magney Construction, Inc., Chanhassen, Minnesota in the amount of $15,109,000.00.The Engineer’s Estimate was $18,622,415.00. In addition to the base bid, the contractor gave prices for four alternates. The cost submitted by Magney Construction, Inc.for these alternates were as follows: Alternate 1 – Phosphate Feed $28,000.00Alternate 2 – Haul & Dispose Contaminated Soil $26,800.00 Alternate 3 – Existing IX WTP Architectural $65,000.00Alternate 4 – Pedestrian Fill Station $160,000.00 We recommend that the City Council consider these bids and award a contract for the base bid including allowances and all four alternates in the amount of $15,388,800.00 to Magney Construction, Inc.based on the results of the bids received. Sincerely, WSB Jon Christensen Project Manager Attachments jsc IX-02 BID TABULATION Central Water Treatment Plant (#9729075) City of Hastings WSB Project No. 024226-000 Bids Received: 07/24/2025 02:00 PM CDT DENOTES CORRECTED FIGURE Line # Item # Item Description Units Quantity Unit Price Extension Unit Price Extension Unit Price Extension CENTRAL WATER TREATMENT PLANT 1 00-01 GENERAL REQUIREMENTS LS 1 $1,835,000 $1,835,000 $900,000.00 $900,000.00 $750,000.00 $750,000.00 2 2 DEMOLITION LS 1 $236,045 $236,045 $136,000.00 $136,000.00 $90,000.00 $90,000.00 3 3 CONCRETE LS 1 $1,294,345 $1,294,345 $1,627,000.00 $1,627,000.00 $2,300,000.00 $2,300,000.00 4 4 MASONRY LS 1 $149,430 $149,430 $345,000.00 $345,000.00 $337,000.00 $337,000.00 5 5 METALS LS 1 $553,383 $553,383 $360,000.00 $360,000.00 $410,000.00 $410,000.00 6 6 WOOD, PLASTICS & COMPOSITES LS 1 $16,650 $16,650 $64,000.00 $64,000.00 $12,000.00 $12,000.00 7 7 THERMAL & MOISTURE PROTECT LS 1 $1,249,990 $1,249,990 $943,000.00 $943,000.00 $845,000.00 $845,000.00 8 8 DOORS & WINDOWS LS 1 $238,120 $238,120 $236,000.00 $236,000.00 $230,000.00 $230,000.00 9 9 FINISHES LS 1 $380,031 $380,031 $452,000.00 $452,000.00 $440,000.00 $440,000.00 10 10 SPECIALTIES LS 1 $44,600 $44,600 $47,000.00 $47,000.00 $40,000.00 $40,000.00 11 12 FURNISHINGS LS 1 $1,640 $1,640 $25,000.00 $25,000.00 $9,000.00 $9,000.00 12 21 FIRE PROTECTION LS 1 $165,000 $165,000 $75,000.00 $75,000.00 $95,000.00 $95,000.00 13 22 PLUMBING LS 1 $279,250 $279,250 $556,000.00 $556,000.00 $530,000.00 $530,000.00 14 23 HVAC LS 1 $453,800 $453,800 $368,000.00 $368,000.00 $382,000.00 $382,000.00 15 26 ELECTRICAL LS 1 $931,930 $931,930 $1,738,000.00 $1,738,000.00 $1,227,000.00 $1,227,000.00 16 28 SECURITY LS 1 $50,000 $50,000 $66,000.00 $66,000.00 $52,000.00 $52,000.00 17 31 EARTHWORK LS 1 $152,370 $152,370 $418,000.00 $418,000.00 $1,200,000.00 $1,200,000.00 18 31 EXCAVATION - ROCK CY 600 $40 $24,000 $65.00 $39,000.00 $100.00 $60,000.00 19 32 EXTERIOR IMPROVEMENTS LS 1 $412,302 $412,302 $328,000.00 $328,000.00 $220,000.00 $220,000.00 20 33 UTILITIES LS 1 $805,200 $805,200 $1,170,000.00 $1,170,000.00 $180,000.00 $180,000.00 21 40 PROCESS INTERCONNECTIONS LS 1 $2,151,729 $2,151,729 $1,533,000.00 $1,533,000.00 $2,500,000.00 $2,500,000.00 22 43 PROCESS HANDLING LS 1 $143,800 $143,800 $38,000.00 $38,000.00 $38,000.00 $38,000.00 23 46 WASTE & WATER EQPT LS 1 $6,503,800 $6,503,800 $3,095,000.00 $3,095,000.00 $3,177,000.00 $3,177,000.00 BASE BID TOTALS $18,072,415.00 $14,559,000.00 $15,124,000.00 ALLOWANCE 24 1 CONTRUCTION ALLOWANCE LS 1 $300,000.00 $300,000.00 $300,000.00 $300,000.00 $300,000.00 $300,000.00 25 1 SCADA ALLOWANCE LS 1 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 26 1 CITY PERMIT FEES ALLOWANCE LS 1 $100,000.00 $100,000.00 $100,000.00 $100,000.00 $100,000.00 $100,000.00 ALLOWANCE TOTALS $550,000.00 $550,000.00 $550,000.00 BID ALTERNATES 27 46 BID ALTERNATE 1 - PHOSPHATE FEED LS 1 $165,000 $165,000 $28,000.00 $28,000.00 $35,000.00 $35,000.00 28 31 BID ALTERNATE 2 - HAUL & DISPOSE CONTAMINATED SOIL CY 400 $45 $18,000 $67.00 $26,800.00 $80.00 $32,000.00 29 02 07 09 BID ALTERNATE 3 - EXISTING IX WTP ARCHITECHTURAL LS 1 $107,700 $107,700 $65,000.00 $65,000.00 $80,000.00 $80,000.00 30 33 BID ALTERNATE 4 - PEDESTRIAN FILL STATION LS 1 $75,000 $75,000 $160,000.00 $160,000.00 $102,000.00 $102,000.00 BID ALTERNATE TOTALS $365,700.00 $279,800.00 $249,000.00 TOTAL BASE BID $18,072,415.00 $14,559,000.00 $15,124,000.00 ALLOWANCE $550,000.00 $550,000.00 $550,000.00 BID ALTERNATES $365,700.00 $279,800.00 $249,000.00 TOTAL BASE BID + ALLOWANCE + ALTERNATES $18,988,115.00 $15,388,800.00 $15,923,000.00 Engineer Estimate Magney Construction, Inc. Staab Construction Corporation IX-02 BID TABULATION Central Water Treatment Plant (#9729075) City of Hastings WSB Project No. 024226-000 Bids Received: 07/24/2025 02:00 PM CDT DENOTES CORRECTED FIGURE Line # Item # Item Description Units Quantity Unit Price Extension CENTRAL WATER TREATMENT PLANT 1 00-01 GENERAL REQUIREMENTS LS 1 $1,835,000 $1,835,000 2 2 DEMOLITION LS 1 $236,045 $236,045 3 3 CONCRETE LS 1 $1,294,345 $1,294,345 4 4 MASONRY LS 1 $149,430 $149,430 5 5 METALS LS 1 $553,383 $553,383 6 6 WOOD, PLASTICS & COMPOSITES LS 1 $16,650 $16,650 7 7 THERMAL & MOISTURE PROTECT LS 1 $1,249,990 $1,249,990 8 8 DOORS & WINDOWS LS 1 $238,120 $238,120 9 9 FINISHES LS 1 $380,031 $380,031 10 10 SPECIALTIES LS 1 $44,600 $44,600 11 12 FURNISHINGS LS 1 $1,640 $1,640 12 21 FIRE PROTECTION LS 1 $165,000 $165,000 13 22 PLUMBING LS 1 $279,250 $279,250 14 23 HVAC LS 1 $453,800 $453,800 15 26 ELECTRICAL LS 1 $931,930 $931,930 16 28 SECURITY LS 1 $50,000 $50,000 17 31 EARTHWORK LS 1 $152,370 $152,370 18 31 EXCAVATION - ROCK CY 600 $40 $24,000 19 32 EXTERIOR IMPROVEMENTS LS 1 $412,302 $412,302 20 33 UTILITIES LS 1 $805,200 $805,200 21 40 PROCESS INTERCONNECTIONS LS 1 $2,151,729 $2,151,729 22 43 PROCESS HANDLING LS 1 $143,800 $143,800 23 46 WASTE & WATER EQPT LS 1 $6,503,800 $6,503,800 BASE BID TOTALS $18,072,415.00 ALLOWANCE 24 1 CONTRUCTION ALLOWANCE LS 1 $300,000.00 $300,000.00 25 1 SCADA ALLOWANCE LS 1 $150,000.00 $150,000.00 26 1 CITY PERMIT FEES ALLOWANCE LS 1 $100,000.00 $100,000.00 ALLOWANCE TOTALS $550,000.00 BID ALTERNATES 27 46 BID ALTERNATE 1 - PHOSPHATE FEED LS 1 $165,000 $165,000 28 31 BID ALTERNATE 2 - HAUL & DISPOSE CONTAMINATED SOIL CY 400 $45 $18,000 29 02 07 09 BID ALTERNATE 3 - EXISTING IX WTP ARCHITECHTURAL LS 1 $107,700 $107,700 30 33 BID ALTERNATE 4 - PEDESTRIAN FILL STATION LS 1 $75,000 $75,000 BID ALTERNATE TOTALS $365,700.00 TOTAL BASE BID $18,072,415.00 ALLOWANCE $550,000.00 BID ALTERNATES $365,700.00 TOTAL BASE BID + ALLOWANCE + ALTERNATES $18,988,115.00 Engineer Estimate Unit Price Extension $1,283,900.00 $1,283,900.00 $125,000.00 $125,000.00 $1,660,000.00 $1,660,000.00 $440,000.00 $440,000.00 $375,000.00 $375,000.00 $50,000.00 $50,000.00 $880,000.00 $880,000.00 $244,500.00 $244,500.00 $405,600.00 $405,600.00 $48,000.00 $48,000.00 $38,800.00 $38,800.00 $74,700.00 $74,700.00 $725,000.00 $725,000.00 $350,000.00 $350,000.00 $1,275,600.00 $1,275,600.00 $66,000.00 $66,000.00 $990,000.00 $990,000.00 $72.00 $43,200.00 $340,000.00 $340,000.00 $1,275,000.00 $1,275,000.00 $1,887,500.00 $1,887,500.00 $45,000.00 $45,000.00 $3,380,800.00 $3,380,800.00 $16,003,600.00 $300,000.00 $300,000.00 $150,000.00 $150,000.00 $100,000.00 $100,000.00 $550,000.00 $38,200.00 $38,200.00 $49.50 $19,800.00 $118,300.00 $118,300.00 $128,200.00 $128,200.00 $304,500.00 $16,003,600.00 $550,000.00 $304,500.00 $16,858,100.00 Rice Lake Construction Grp IX-02 BID TABULATION Central Water Treatment Plant (#9729075) City of Hastings WSB Project No. 024226-000 Bids Received: 07/24/2025 02:00 PM CDT DENOTES CORRECTED FIGURE I hereby certify that this is an exact reproduction of bids received Certified By:License No. Date: July 24, 2025 57814 IX-02 City Council Memorandum To:Mayor Fasbender & City Councilmembers From:Justin Fortney, City Planner Date:August 18, 2025 Item:Resolution: Site Plan –2025-26 –Chase Bank –1720 Market Boulevard Council Action Requested: Consider the request by Terron Wright with The Architects Partnership, Ltd. for site plan approval and act on the attached resolution. Approval of a site plan requires a simple majority. Background Information: The applicant is proposing to construct a Chase Bank on leased land in the Hastings Marketplace West commercial development. An outlot does not need to be platted because the land is not being purchased. The applicant intends to seek LEED Certification and incorporate solar panels into the construction. Please see the attached Planning Commission Staff report from August 11, 2025 for additional information. Advisory Commission Discussion: Planning Commissioners discussed the project briefly and voted 4-0 in favor of the proposal at their August 11, 2025 meeting. No members of the public spoke at the meeting. Council Committee Discussion: None Attachments: •Site plan resolution •Planning Commission Staff Report –August 11, 2025 •Site plans X-C-01 HASTINGS CITY COUNCIL RESOLUTION NO._________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS GRANTING SITE PLAN APPROVAL FOR CHASE BANK AT 1720 MARKET BOULEVARD Councilmember ___________________________ introduced the following Resolution and moved its adoption: WHEREAS, Terron Wright with The Architects Partnership, Ltd. has petitioned for Site Plan approval to construct a Chase Bank building 1720 Market Boulevard, legally described as Lot 3, Block 1, HASTINGS MARKETPLACE WEST, Dakota County, Minnesota; and WHEREAS, on August 11, 2025, review was conducted before the Planning Commission of the City of Hastings as required by state law, city charter, and city ordinance; and WHEREAS,the Planning Commission recommended approval of the site plan to the City Council, subject to the conditions contained in this resolution; and WHEREAS,The City Council has reviewed the request and concurs with the recommendation of the Planning Commission. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: That the City Council hereby approves the special use permit as presented to the City Council subject to the following conditions: 1)Conformance with the Planning Commission Staff Report and plans dated August 11, 2025. 2)All disturbed areas of the property shall be stabilized with rooting vegetative cover to eliminate erosion problems. 3)Any uncompleted site work must be escrowed at 125 percent of the estimated value prior to issuance of a certificate of occupancy. X-C-01 4)The perimeter of the site must have erosion control, as approved by the City Engineering Department. 5)The City Engineering Department must approve any required drainage plan. 6)Approval is subject to a one-year Sunset Clause; if significant progress is not made towards the proposal within one year of City Council approval, the approval is null and void. Council member __________________ moved a second to this resolution and Adopted by the Hastings City Council on August 18, 2025, by the following vote: Ayes: ____ Nays: _____ Absent: ______ ATTEST:__________________________ Mary Fasbender, Mayor ________________________________ Kelly Murtaugh, City Clerk (City Seal) This instrument drafted by: City of Hastings (JJF) 101 East 4th Street Hastings, Minnesota 55033 X-C-01 To: Planning Commission From:Justin Fortney, City Planner Date:August 11, 2025 Item:Site Plan –2025-26 –Chase Bank –1720 Market Boulevard Planning Commission Action Requested: The Planning Commission is asked to review the proposed site plan and make a recommendation to the City Council. Background Information: The applicant is proposing to construct a Chase Bank on leased land in the Hastings Marketplace West commercial development. An outlot does not need to be platted because the land is not being purchased. The applicant intends to seek LEED Certification and incorporate solar panels into the construction. Site Plan Review Comprehensive Plan Classification The 2040 Comprehensive Plan designates this area as commercial. Zoning Classification The subject property is zoned C-4, Regional Shopping Center. Adjacent Zoning and Land Use Direction Existing Use Zoning Comp Plan North HWY 55 Commercial C-4 Commercial East Arby’s C-4 Commercial South CUB Foods C-4 Commercial West Davita Dialysis C-4 Commercial Existing Condition The site is an underutilized parking lot. Building Setbacks Setbacks in commercial districts are determined at the time of site plan review. The proposed building setback from the north property line is 57-feet, which is similar to Arby’s and Davita Dialysis. Vehicular Access and Circulation The site is adjacent to an access drive which will serve the site. There is one drive-thru lane with bypass for an ATM with after-hours depository. There is room for a total of three cars. The applicant states this amount of stacking has been adequate at other locations. Planning Commission Memorandum X-C-01 Parking The site was originally developed with more parking spaces than required. Based on floor area, 414 parking spaces are required and 506 are provided with this proposal. There will be 55 less spaces than today and a reduction of 4,162 Sq Ft of impervious surface. Architectural Standards Architectural standards require 65% class I & II materials, with at least 25% being class I for elevations visible from the street. Class I includes (brick, stone, glass, etc.) and class II includes materials meant to mimic class I materials and composite products. Three proposed building façades include a lot of glass and class II materials, which meet the requirements. The west side is low on class I materials because there are only two glass doors (5% class I). Bathrooms are located behind the left side. Staff is supportive of the proposal because 100% of the wall is class I & II rather than the 65% required. This has been allowed in the past. Landscaping Based on the site size and amount of pavement, the zoning ordinance requires the following number of plantings. Type Required Proposed Trees 16 16 Shrubs 16 19 Lighting The proposed photometric plan shows light levels mostly controlled by existing parking lot lights, which will be protected or saved during construction. Attachments: •Aerial Photograph •Site Photographs •Elevation Drawings •Site Plans X-C-01 Aerial Photograph View from Highway 55 X-C-01 X-C-01 X-C-01 X-C-01 X-C-01 X-C-01 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.0 TITLE SHEET CHASE BANK HASTINGS, MINNESOTA SITE LOCATIONSITE LOCATION MAP N ISSUED FOR: LAND USE APPLICATION SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET C1.0 REMOVALS PLAN C2.0 SITE PLAN C2.1 TURNING MOVEMENT C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE PROJECT CONTACTS NAME & ADDRESS CONTACT CIVIL ENGINEER CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 MATT PAVEK 612-615-0060 MPAVEK@CIVILSITEGROUP.COM LANDSCAPE ARCHITECT CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 ROB BINDER 612-615-0060 RBINDER@CIVILSITEGROUP.COM DEVELOPER COMPANY NAME ADDRESS LINE 1 ADDRESS LINE 2 CONTACT NAME PHONE NUMBER EMAIL PROPERTY OWNER ARCHITECT THE ARCHITECTS PARTNERSHIP, LTD. 200 SOUTH MICHIGAN AVE, SUITE 200 CHICAGO, ILLINOIS 60604 TERRON WRIGHT 561-628-9845 WRIGHT@TAPCHICAGO.COM SURVEYOR CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 RORY SYNSTELIEN 612-615-0060 X 712 RORY@CIVILSITEGROUP.COM GEOTECHNICAL ENGINEER TERRACON 2625 HIGHWAY 14 WEST ROCHESTER, MN 55901 KYLE M. SHUBERT REVISION SUMMARY DATE DESCRIPTION PHILLIPS EDISON & COMPANY INC. Know what's below. before you dig.Call R KENNETH GRO 513-344-4606 KGROH@PHILLIPSEDISON.COM 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. 5.CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS ARE OBTAINED. X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2 22 22 2. 1 102.0 2. 1 24.7 11 . 8 41.2 13 . 7 3.41. 6 9.9 2. 0 21.4 1. 8 25.2 12 0 . 6 13 . 8 3.32. 0 21.4 Column Overhang 8" DIP (Per Rec.) 22 22 22 19 19 23 23 24 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat Truncated Dome Shopping Cart Corral Sh o p p i n g Ca r t C o r r a l Shopping Cart Corral MARKET BOULEVARD[A] 2" C o p p e r Wa t e r S e r v i c e (P e r R e c ) Small Utility Conduits (Per Rec) Sh o p p i n g Ca r t C o r r a l CONSTRUCTION LIMITS CONSTRUCTION LIMITS REMOVE EXISTING TREE AND ROOT BALL, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVE EXISTING PAVEMENT AND BASE MATERIAL AND PARKING SIGNS, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. SAW CUT EXISTING BITUMINOUS PAVEMENT SALVAGE EXISTING LIGHT POLE FOR RE-USE EXISTING BOLLARDS AND ELECTRICAL OUTLET TO REMAIN. PROTECT FROM DAMAGE EXISTING CURB TO REMAIN. PROTECT FROM DAMAGE EXISTING CURB TO REMAIN. PROTECT FROM DAMAGE EXISTING MAILBOX AND USPS DROPOFF TO BE RELOCATED, SEE C2.0 PROTECT EXISTING SWALE EXISTING PAVEMENT TO REMAIN. PROTECT FROM DAMAGE, TYP. EXISTING LIGHT POLE TO REMAIN. PROTECT FROM DAMAGE EXISTING LIGHT POLE TO REMAIN. PROTECT FROM DAMAGE, TYP. EXISTING LIGHT POLE TO REMAIN. PROTECT FROM DAMAGE EXISTING LIGHT POLE TO REMAIN. PROTECT FROM DAMAGE EXISTING MONUMENT SIGN TO REMAIN. PROTECT FROM DAMAGE EXISTING STORM SEWER TO REMAIN. PROTECT FROM DAMAGE, TYP. EXISTING SIGN TO REMAIN. PROTECT FROM DAMAGE, TYP. EXISTING CATCH BASINS TO REMAIN, PROTECT FROM DAMAGE SHOPPING CART CORRAL TO BE RELOCATED, COORDINATE WITH CUB EXISTING HYDRANT TO REMAIN. PROTECT FROM DAMAGE EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVALS PLAN LEGEND: TREE PROTECTION REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. TREE REMOVAL - INCLUDING ROOTS AND STUMPS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.0 REMOVALS PLAN REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. REMOVAL NOTES: CITY OF HASTINGS REMOVAL NOTES: 1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES. 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. 19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SEE SWPPP ON SHEETS SW1.0 - SW1.3 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION PHILLIPS EDISON & COMPANY INC. KENNETH GRO 513-344-4606 KGROH@PHILLIPSEDISON.COM X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat MARKET BOULEVARD[A] 22 " 42"24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS BIT. PVMT., TYP ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING, BOLLARDS, AND RAMPS PVMT. STRIPING TYP. CONC. WALK, TYP B612 C&G, TYP. 9 NO PARKING 24 . 0 17.0 24.0 18 . 0 6. 0 90.0 27.0 24 . 0 24 . 0 1 1 . 5 24 . 0 24 . 0 BIT. PVMT., TYP DRIVE THRU WINDOW "HITCHING POST" STYLE BIKE RACK (4 SPACES), SURFACE MOUNT PER MANUF. SPECS. B612 C&G, TYP. RELOCATED MAILBOX, DROP BOX AND OTHER REQUIRED COMPONENTS. COORDINATE FINAL LOCATION WITH MAIL CARRIER AND OWNER TRASH ENCLOSURE PAD, SEE ARCHITECTURAL PLANS FOR DETAILS 6' CURB TAPERS, SEE C3.0 1' CURB TAPERS, SEE C3.0 CONSTRUCTION LIMITS VALLEY GUTTER, TYP. 8' X 10' TRANSFORMER PAD COORD. WITH ARCH AND ELEC. B612 C&G, TYP. VALLEY GUTTER, TYP. MATCH EXISTING C&G CONC. WALK, TYP RIBBON CURB CONC. WALK, TYP B612 C&G, TYP. B612 C&G, TYP. B612 C&G, TYP. B612 C&G, TYP.BACK-TO-BACK B612 C&G, TYP. MATCH EXISTING C&G R3. 0 R10.0R10.0 R10.0 R10.0 R10. 0 R3.0R3. 0R3.0R3 . 0 R3.0 R 1 0 . 0 R5. 0 R15.0 R1 4 . 0 R5. 0 R3.0 R5 . 0 R1 5 . 0 SCREENING FENCE AROUND MECH. METERS, SEE ARCH. EXISTING BOLLARDS PVMT. STRIPING TYP. MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE 5 56 . 8 19.9 21.5 51 . 2 48 . 0 45.3 51 . 4 57 . 3 54.0 R15.0 R5.0 R3 . 0 R 3 . 0 R30.0 R3.0 R 3 . 0 R10.0 35.722.4 11.515.8 PVMT. STRIPING TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SITE LAYOUT NOTES: SITE PLAN LEGEND: SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONSTRUCTION LIMITS TO CITY OF HASTINGS SITE SPECIFIC NOTES: 1.RESERVED FOR CITY SPECIFIC SITE NOTES. 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL. 10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 16.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP. 17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 19.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. 20.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL HEAVY DUTY CONCRETE PAVEMENT, SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN EXTERIOR TRASH AREA AND REMOVED BY COMMERCIAL CO. WEEKLY. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). REVISION SUMMARY DATE DESCRIPTION C2.0 SITE PLAN 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION PHILLIPS EDISON & COMPANY INC. KENNETH GRO 513-344-4606 KGROH@PHILLIPSEDISON.COM LEASING LINE PROPOSED EASEMENT LINE X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2 22 22 Column Overhang 22 22 22 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat Truncated Dome Shopping Cart Corral Sh o p p i n g Ca r t C o r r a l Shopping Cart Corral 12 " R C P 15 " R C P 24 " RC P 24 " R C P 21" RCP15" RCP MARKET BOULEVARD[A] 22 " 42" 24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SEE SHEET C0.1 FOR GENERAL SITE NOTES REVISION SUMMARY DATE DESCRIPTION C2.1 TURNING MOVEMENT SEE SHEET C2.0 FOR GENERAL SITE NOTES & LEGEND 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2 19 22 22 2. 1 102.0 2. 1 24.7 11 . 8 41.2 13 . 7 3.41. 6 9.9 2. 0 21.4 1. 8 25.2 12 0 . 6 13 . 8 3.32. 0 21.4 Column Overhang San. Serv. (Per Rec.) 8" DIP (Per Rec.) 22 22 22 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat Truncated Dome Shopping Cart Corral Sh o p p i n g Ca r t C o r r a l Shopping Cart Corral 12 " R C P 15 " R C P 24 " RC P 24 " R C P 21" RCP15" RCP MARKET BOULEVARD[A] 2" C o p p e r Wa t e r S e r v i c e (P e r R e c ) Small Utility Conduits (Per Rec) 22 " 42" 24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS TO TO TO TO TO TO TO TO TO TOTO TO SB-1 SB-2 SB-3 SB-4 SB-7 SB-5 SB-6 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.0 GRADING PLAN GENERAL GRADING NOTES: 1.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND: SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS CITY OF HASTINGS GRADING NOTES: 1.RESERVED FOR CITY SPECIFIC GRADING NOTES. EX. 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOW 891.26 891 891.00 G 891.00 TC 891.00 BS/TS 890 EOF=1135.52 TO SPOT GRADE ELEVATION MATCH EXISTING891.00 ME GB GRADE BREAK - HIGH POINTS 1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 10.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 12.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 13.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 14.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 16.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 17.TOLERANCES 17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 17.5.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. 18.MAINTENANCE 18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. SEE SWPPP ON SHEETS SW1.0 - SW1.3 EROSION CONTROL NOTES: CONSTRUCTION LIMITS GROUNDWATER ELEVATION PER BORING BORING GROUND WATER ELEVATION B-1 - B-2 - B-3 - B-4 - B-5 - B-6 - B-7 - PER GEOTECHNICAL REPORT COMPLETED BY TERRACON, ON 12/20/2024. (#JY245044) GROUNDWATER WAS NOT ENCOUNTERED IN ANY SOIL BORINGS CONDUCTED REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R E O F = 8 9 8 . 4 0 GB GB GB GB GB X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C San. Serv. (Per Rec.) 8" DIP (Per Rec.) Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat 12 " R C P 15 " R C P 24 " RC P 24 " R C P 21" RCP15" RCP MARKET BOULEVARD[A] 2" C o p p e r Wa t e r S e r v i c e (P e r R e c ) Small Utility Conduits (Per Rec) 22 " 42" 24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS MAKE CORE DRILL CONNECTION WITH SLEEVE TO EXISTING SANITARY SEWER MANHOLE EX RIM=898.45 (SURVEYED) EX 8" IE (S)=891.70 (SURVEYED) VERIFY PRIOR TO CONST PROP 6" IE (W)=893.20 RECONSTRUCT GROUT BENCH FIELD VERIFY POSSIBLE GATE VALVE LOCATION PRIOR TO CONST. NOTIFY EOR OF FINDINGS 78 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 0.50% SANITARY CLEANOUT RIM(EX.G)=898.76 IE(N)=893.86 IE(E)=893.76 CROSSING 21" STM TOP=±892.02 (FIELD VERIFY PRIOR TO CONST) 6" SAN IE=894.71 CENTER 20' STICK OF SCH40 SEWER PIPE AT CROSSING 2" DOMESTIC DIP WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L 56 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 1.00% CROSSING 8" WTR TOP=±891.17 (FIELD VERIFY PRIOR TO CONST) 6" SAN IE=894.32 CENTER 20' STICK OF SCH40 SEWER PIPE AT CROSSING CROSSING 8" WTR TOP=±891.67 (FIELD VERIFY PRIOR TO CONST) 6" SAN IE=893.27 CENTER 20' STICK OF SCH40 SEWER PIPE AT CROSSING STUB 6" SANITARY SEWER TO 5' FROM BUILDING IE @ STUB=896.41 COORD. W/MECH'L STUB 6" STORM TO 5' FROM BUILDING IE @ STUB=895.52 COORD. W/MECH'L EX. STORM MH EX RIM=896.77 EX 21" IE(W)=889.84 (SURVEYED) EX 24" IE(SE)=889.55 (SURVEYED) (FIELD VERIFY PRIOR TO CONST) PROP 6" IE(NW)=890.00 CORE DRILL NEW CONNECTION TO EXISTING MH 99 LF 6" PVC SCH 40 STORM @ 5.00% EXISTING HYDRANT FIELD VERIFY LOCATION OF EXISTING UNDERGROUND CONDUITS AND ABOVEGROUND PEDESTAL / BOLLARDS PRIOR TO CONST. ENSURE PROTECTION DURING CONSTRUCTION OF PROPOSED CURB ISLAND. PROPOSED UTILITY EASEMENT FOR SANITARY CONNECTION TO EXISTING MANHOLE. TO BE SECURED FROM PID:193208001010 BUILDING PROPOSED WITHOUT FIRE SPRINKLER. CONFIRM AND COORDINATE WITH ARCH. AND MECH. SANITARY CLEANOUT RIM(EX.G)=897.71 IE=894.86 100 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 1.00% MAKE CONNECTION TO EXISTING 2" COPPER WATER SERVICE STUB. INSTALL GATE VALVE AND VALVE BOX (FIELD VERIFY PRIOR TO CONST) DOWNSPOUT TO PIPE CONNECTION, SEE DETAIL ON SHEET C5.0, COORD. W/MECH'L DOWNSPOUT TO PIPE CONNECTION, SEE DETAIL ON SHEET C5.0, COORD. W/MECH'L 27 LF 6" PVC SCH 40 STORM @ 2.00% 28 LF 6" PVC SCH 40 STORM @ 2.00% 13 LF 6" PVC SCH 40 STORM @ 2.00% 46 LF 6" PVC SCH 40 STORM @ 1.00% 57 LF 6" PVC SCH 40 STORM @ 1.00% 39 LF 6" PVC SCH 40 STORM @ 1.00% STORM CLEANOUT RIM=899.24 IE=895.37 SANITARY CLEANOUT RIM=899.87 IE(W)=895.35 IE(S)=895.25 SANITARY CLEANOUT RIM=899.03 IE(N)=895.88 IE(E)=895.78 SANITARY CLEANOUT RIM=900.07 IE(E)=896.30 IE(S)=896.20 21 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 0.50% 64 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 0.50% 85 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 0.50% STORM CLEANOUT RIM=899.26 IE=895.94 STORM CLEANOUT RIM=900.30 IE=896.40 (2) 2" 45° ELBOW (2) 2" 45° ELBOW (2) 2" 45° ELBOW STMH 1 RIM=899.45 IE(NW/W)=894.98 IE(SE)=891.98 CROSSING 2" WTR TOP=±891.60 6" SAN IE=895.66 CENTER 20' STICK OF SCH40 SEWER PIPE AT CROSSING CROSSING 2" WTR TOP=±891.90 6" STRM IE=895.94 CENTER 20' STICK OF SCH40 STORM PIPE AT CROSSING COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R GENERAL UTILITY NOTES: UTILITY PLAN LEGEND: CITY OF HASTINGS UTILITY NOTES: 1.RESERVED FOR CITY SPECIFIC UTILITY NOTES. GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN MANHOLE CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 5.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 6.UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 7.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 9.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 10.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 11.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 12.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 13.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 14.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 15.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 16.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 17.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 18.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 19.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 20.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 21.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. 22.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. PRIVATE UTILITY NOTES: (FOR UTILITIES ON PRIVATE PROPERTY) 1.ALL UTILITIES (SANITARY, STORM SEWER AND WATER) LOCATED ON PRIVATE PROPERTY (OUTSIDE THE RIGHT OF WAY) IS SUBJECT TO AND GOVERNED BY THE 2020 MINNESOTA STATE PLUMBING CODE. CONTRACTOR SHALL MEET REQUIREMENTS RELATED TO MATERIALS, INSTALLATION AND TESTING. 2.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. 3.SANITARY SERVICES SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866, ASTM D2665, ASTM F794 FITTINGS. 4.STORM SEWER SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866, ASTM D2665, ASTM F794 FITTINGS. 5.WATER SERVICES SHALL BE TYPE K COPPER, ASTM B42, ASTM B43, ASTM B75, ASTM B88, ASTM B135, ASTM B251, ASTM B302, ASTM B447 WITH ASME B16.15, ASME B16.18, ASME B16.22, ASME B16.26, ASME B16.50, ASME B16.51, ASME 1061 FITTINGS. PROPOSED EASEMENT LINE X-C-01 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.0 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION EXPANSION JOINT SEALANT DETAILS N T S NOTES: 1.SEPARATING TAPE OR BACKER MATERIAL REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 2.TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT. W= WIDTH OF SEALANT RESERVOIR 1/2" MINIMUN 5/8" MAXIMUM EXCEPT FOR 3/4" EXPANSION JOINTS D= DEPTH OF SEALANT 1.0 TO 1.5 TIMES W T= DEPTH OF INTIAL SAWCUT, 1/4 OF THE SLAB THINKNESS FOR PAVEMENT LESS THAN 12" POURED JOINT SEALANT SEPARATING TAPE SEE NOTE 1 SEE NOTE 2 POURED JOINT SEALANT SEE NOTE 2 BACKER MATERIAL SEE NOTE 1 W D T T W D POURED JOINT SEALANTSEE NOTE 2 BACKER MATERIAL SEE NOTE 1 T W D COMPACTED CLASS 5 AGGREGATE BASE. SEE SOIL REPORT FOR DEPTH, 6" MIN. EXTERIOR BUILDING WALL CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT 4 6" 3' - 6 " 3' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1" FROM TOP ADJACENT PVMT. - MATERIAL VARIES, SEE PLAN & DETAILS SLOPE TOP OF FOOTING AWAY FROM BASE, TYP. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1 COAT ANTI-RUST PRIMER PRIMER 3-3/16", 2 LBS./FT., COMMERCIAL GRADE, GALVANIZED STEEL "CHANNEL" STYLE SIGN POST METAL SIGN(S) ACCORDING TO MN STATE CODE, PROVIDE SHOP DRAWING OF SIGN MODEL GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE REINFORCING PLATE AT EACH BOLT LOCATION (3"X3") TRIM POST TO BELOW TOP OF SIGN 6" 14" THICK, COMMERCIAL GRADE THERMOPLASTIC POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED. PROVIDE COLOR SELECTION OPTIONS CUT TOP OF POLYETHYLENE SLEEVE TO ACCOMMODATE CHANNEL POST (ON-SITE) COMMERCIAL GRADE CONSPICUITY MARKINGS (TAPE), 3M DIAMOND GRADE SERIES 973, OR SIMILAR COMPACTED AGG., TYP. 6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH ANTI-RUST PRIMER CONC. FOOTING, SONOTUBE® FORM RECOMMENDED NO PARKING TO BE USED IN FRONT OF STRIPED ACCESS AISLE 14 ACCESSIBLE PARKING PAVEMENT MARKING N T S NO PARKING NOTE: 1.ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2.VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3.SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4.ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB ADJ. SIDEWALK ACCESSIBLE CURB RAMP. SEE GRADING & DETAILS HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAINTED SYMBOL DIAGRAM 8' MIN. 8' MIN. 8' MIN. PE R C I T Y CO D E 9 BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A)BASE (B)AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 1 LIGHT DUTY X"X"X" HEAVY DUTY X"X"X" FINISHED GRADE NOTES: 1.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 4.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. CONCRETE PVMT./WALK/PAD- NO FIBER N T S (PRIVATE PROPERTY) SAW CUT JOINT, SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC "A" CONCRETE AS SPECIFIED "B" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK PAVEMENT DESIGN TYPE CONC. (A)AGG.(B) CURING: 1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW. 2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL. 3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. JOINT DEPTH T/4 2 WALKS 5"6" CONC. PVMT.X"X" DOWELED JOINT BETWEEN TWO PAVEMENTS N T S "D" - DENOTES DOWEL DIAMETER "T" - DENOTES PAVEMENT THICKNESS NOTES: 1.EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL MAY BE USED. 2.USE THICKENED EDGE ON NEW PAVEMENT WHEN EXISTING PAVEMENT HAS THICKENED EDGE. DRILL & GROUT DOWEL EPOXY COATED DOWEL SCHEDULE DOWEL SIZE DIA.LENGTH SPACING 8" OR LESS 34"16"12" 0.C. 9" - 11"1"16"12" 0.C. 12"-15"1-1/4"20"15" O.C. 16" OR MORE 1-1/2"20"18" O.C. 16" OR MORE 1-1/2"22"24" O.C. "T " "T"/2 +/- "D"/2 PROPOSED NEW PVMT/CURB OF OTHER CONC STRUCTURE, SEE PLAN EXISTING PVMT. OR EXISTING/PROPOSED NEW PVMT./CURB OR OTHER CONC. STRUCTURE, SEE PLAN 3 N T S B-612 CONCRETE CURB AND GUTTER 7" 13 1 / 2 " 6" FINISHED GRADE FINISHED GRADE 3" RADIUS CORNERS 1:3 BATTER SLOPE GUTTER 3/4"/1' 0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB 1/2" RADIUS 6" 8"12" CLASS 5 AGGREGATE SUB-BASE, COORD. BITUMINOUS PAVEMENT DETAIL (6" MIN.) COMPACTED SUB-BASE, EXIST. NATIVE OR PER SOILS REPORT NOTE: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 1/2" RADIUS 5 7" 24" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" VALLEY GUTTER N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CAST-IN-PLACE CONCRETE VALLEY GUTTER SEE GRADING PLAN FOR LONGITUDINAL SLOPEADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE12"1-1 2" 6 20" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" 6" RIBBON CURB N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CONTINUOUS SLOPE CONCRETE "CURB" SLOPE ACROSS CURB 34" PER 1'-0" ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE 7" 7 8" AS REQUIRED GATE VALVE BOX N T S ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT GRADE OR 1" BELOW FINISHED TURF GRADE. SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT. CONCRETE THRUST BLOCK WATERMAIN GATE VALVE REFER TO DRAWINGS FOR SIZES VALVE BOX FINISH GRADE COVER SHALL BE STAMPED WITH "WATER" 10 PIPE BEDDING - PVC N T S "BC" DENOTES OUTSIDE DIAMETER OF PIPE COARSE FILTER AGG. (MNDOT SPEC. 3149H MODIFIED)MINIMUM 2D+BC+12" D VARIABLE PIPE FOUNDATION & BEDDING IN GOOD SOILS PIPE FOUNDATION & BEDDING IN GOOD SOILS MIN.=BC+12 BC BC "BC" DENOTES OUTSIDE DIAMETER OF PIPE COMPACTED BACKFILL GR A N U L A R B O R R O W (M N D O T S P E C . 3 1 4 9 A MO D I F I E D ) 6" 12 " COMPACTED BACKFILL BE D D I N G FOUNDATION 12 " 6" 11 6" PR O V I D E I N S U L A T I O N P E R P L A N F I E L D V E R I F Y D E P T H 6"4" 6" ( M I N . ) NOTES: 1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATER ABSORPTION (ASTM C272). 2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT, ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS. 3. OVERLAP ALL INSULATION BOARD JOINTS. UTILITY PIPE INSULATION DETAIL N T S 1'-6" (MIN) PIPE BEDDING MATERIAL BACKFILL MATERIAL FINE SAND (FA7) MIN. 2' WIDE BY 4" THICK INSULATION BOARD (USE 2-2" THICK BOARDS). MASTIC ALL JOINTS EXTEND INSULATION BOARD DOWN SIDES TO 7.5' DEPTH. FINISH GRADEDIA + 3' UTILITY PIPE DIA 12 1 8" MIN. 1 2" 112" 27" 11 2" 16 " O . C . BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 3 16 " VA R I A B L E 1' - 8 " M A X . CL FLOW FLOW SANITARY SEWER MANHOLE N T S RUBBER BOOT SLOPE AT 2 IN./FT. (TYP) RUBBER BOOT RUBBER GASKET - TYP AT ALL JOINTS STEPS ON DOWNSTREAM SIDE PRECAST CONCRETE CONE SECTION MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE COVER SHALL BE STAMPED "SANITARY SEWER" SLOPE @ 2IN./FT. (TYP) GROUT TO 1/2 PIPE 8 DOWNSPOUT TO PIPE CONNECTION N T S VA R I E S BUILDING DOWNSPOUT REFER TO ARCH'L 6" SLOTTED DRAIN CAP COMPACTED SOIL 6" PVC SEWER RISER PIPE (LENGTH AS REQUIRED) 6 PVC LONG RADIUS 14 BEND SEWER ELBOW 6" PVC SEWER PIPE CRUSHED AND COMPACTED STONE FINISHED GRADE FINISHED GRADE IF PVMT. 2" 2" AIR GAP 13 X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Column Overhang San. Serv. (Per Rec.) Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat MARKET BOULEVARD[A] 22" 42"24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS 1 - QB 1 - SH 3 - PC 3 - PC 1 - QB 6 - CM 6 - CM 7 - HL2 1 - EK 1 - EK 1 - SH1 - QB2 - SH 400 sf - SM 635 sf - SM 643 sf - SM 63 sf - SM 1 - QB 136 sf - RM 360 sf - BG 148 sf - SM 115 sf - SM 172 sf - RM 80 sf - RM 212 sf - BG 87 sf - RM 2,245 sf - BG 209 sf - RM SYMBOL QTY COMMON / BOTANICAL NAME GROUND COVERS 684 sf 1.5" SCREENED ROCK/STONE, 3" DEEP / ROCK MULCH 1.5" SCREENED DECORATIVE ROCK/STONE MULCH 3" DEEP OVER GEOTEXTILE FABRIC, PROVIDE SAMPLES. INSTALL W/EDGING AS SHOWN ON LANDSCAPE PLAN. 1,941 sf SHREDDED COLORED MULCH 3" DEEP / SHREDDED COLORED MULCH DOUBLE SHREDDED COLORED MULCH INSTALLED 3" DEEP ON GRADED, MATCH ADJ. EXIST. MULCH MATERIAL (COLOR RED), WEED FREE, & PREPARED SOIL. PROVIDE EDGING AS REQ. ON LANDSCAPE PLAN. 2,817 sf BLUE GRASS SOD / SOD BLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ON PREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4% ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLL PREFERRED FOR LARGER AREAS. GROUND COVER SCHEDULE L1.0 LANDSCAPE PLAN COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R 1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN). 2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS.. POLLINATOR SAFE PLANT MATERIAL: LANDSCAPE NOTES: PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES LANDSCAPE PLAN LEGEND: EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF. INSTRUC./SPECS. SEE SHEET L1.1 FOR PLANTING SCHEDULE SEE SHEET LT1.0 FOR EXTERIOR LIGHTING PLAN PLANTING SEASON SCHEDULE SEASON CONIFEROUS DECIDUOUS REMARKS SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15 FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15 NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS. 3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. X-C-01 CODE QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY TREES SH 4 Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM 2.5" Cal. B&B NATIVE CULTIVAR N EK 2 Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&B NATIVE CULTIVAR N QB 4 Swamp White Oak / Quercus bicolor 2.5" Cal. B&B NATIVE Y 10 SUBTOTAL: EVERGREEN TREES PC 6 Columnar Mugo Pine / Pinus mugo `Columnaris`#10 CONT NOT NATIVE 6 SUBTOTAL: CODE QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY SHRUBS CM 12 Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONT NATIVE CULTIVAR Y HL2 7 Little Quick Fire Hydrangea / Hydrangea paniculata `Little Quick Fire`#5 CONT NOT NATIVE Y 19 SUBTOTAL: PLANT SCHEDULE L1.1 LANDSCAPE PLAN NOTES & DETAILS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R 1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 3.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. 4.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 5.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 6.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 7.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 8.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS. 9.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 10.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 11.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 12.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 13.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 14.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 15.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 16.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 17.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 18.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 19.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 20.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 21.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 22.USE SCREENS ON ALL HEADS. 23.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 24.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 25.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 26.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. IRRIGATION NOTES: REVISION SUMMARY DATE DESCRIPTION SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES & LEGEND Know what's below. before you dig.Call R DRAWN @ ? size PERENNIAL BED PLANTING N T S PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. SIZE VARIES SEE LANDSCAPE PLAN MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 1 DECIDUOUS & CONIFEROUS SHRUB PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. THREE TIMES WIDTH OF ROOTBALL RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 3 THREE TIMES WIDTH OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 4 FINISHED GRADE 18" - VERIFY W/ PLAN DRAWN @ ? size AGGREGATE MAINTENANCE STRIP N T S SLOPE - MIN. 2%, MAX. 5:1 VERIFY W/ GRADING PLAN FACE OF BUILDING, WALL, OR STRUCTURE MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED COMPACTED SUBGRADE 2 X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2. 1 102.0 2. 1 24.7 11 . 8 41.2 13 . 7 3.41. 6 9.9 2. 0 21.4 1. 8 25.2 13 . 8 3.32. 0 21.4 Column Overhang San. Serv. (Per Rec.) 19 19 23 23 24 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat Truncated Dome Shopping Cart Corral Sh o p p i n g Ca r t C o r r a l Shopping Cart Corral MARKET BOULEVARD[A] Small Utility Conduits (Per Rec) Sh o p p i n g Ca r t C o r r a l CONSTRUCTION LIMITS CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.0 SWPPP - EXISTING CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF HASTINGS EROSION CONTROL NOTES: SWPPP LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT 1125 ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. REVISION SUMMARY DATE DESCRIPTION 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2 19 22 22 Column Overhang San. Serv. (Per Rec.) 8" DIP (Per Rec.) 22 22 22 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat MARKET BOULEVARD[A] 2" C o p p e r Wa t e r S e r v i c e (P e r R e c ) Small Utility Conduits (Per Rec) 22 " 42"24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.1 SWPPP - PROPOSED CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF HASTINGS EROSION CONTROL NOTES: SWPPP LEGEND: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT 1137 REVISION SUMMARY DATE DESCRIPTION 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. EX. 1' CONTOUR ELEVATION INTERVAL1125 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R X-C-01 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.2 SWPPP - DETAILS REVISION SUMMARY DATE DESCRIPTION NOTES: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING. CURB INLET SACK N T S OVERFLOW IS 12 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY EXISTING CURB, PLATE, BOX, AND GRATE DANDY CURB SACK OR APPROVED EQUIVALENT HIGH-FLOW FABRIC 1 FLOW 24 " 24 " 24 " MI N . 6" 6" SEDIMENT FENCE N T S FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. SUPPORT NET: 12 GAUGE 4"X4" WIRE HOOKED ONTO PERFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE METAL POSTS 8'-0" O.C. MAX. CARRY WIRE SUPPORT NET DOWN INTO TRENCH ANCHOR FABRIC WITH SOIL, TAMP BACKFILL FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12" O.C. 2 PROFILE PLAN TO CONSTRUCTION AREA N T S STABILIZED CONSTRUCTION ACCESS 24 ' ( M I N ) NOTES: 1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. EX I S T I N G U N D I S T U R B E D R O A D W A Y GEOTEXTILE FILTER FABRIC 6" MIN. CRUSHED STONE 75' MINIMUM EXISTING UNDISTURBED ROADWAY TO C O N S T R U C T I O N A R E A 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP 35' R . 3 5 ' R . 4" HIGH, 18" WIDE SPEED BUMPFINISHED GRADE 3 X-C-01 SW1.3 SWPPP - NARRATIVE OWNER INFORMATIONTRAINING SECTION 21 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. AREAS AND QUANTITIES: SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS LESS THAN 1.0 ACRES SO AN NPDES PERMIT IS NOT REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE 8. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 13. INSTALL STREET SECTION 14. INSTALL CURB AND GUTTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1.THE FINAL SWPPP; 2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. 9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b.NAME OF PERSONS CONDUCTING INSPECTIONS; AND c.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED ·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES ·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH ·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. ·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. REVISION SUMMARY DATE DESCRIPTION PHILLIPS EDISON & COMPANY INC. KENNETH GRO 513-344-4606 KGROH@PHILLIPSEDISON.COM PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF AN EXISTING PARKING LOT AREA INTO COMMERCIAL BUILDING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS PROVIDED IN THESE PLANS. SOIL CONTAMINATION NARRATIVE: SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS NOT WITHIN ONE MILE OF AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX ·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. ··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. ··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. ·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. INFILTRATION NARRATIVE: INFILTRATION IS NOT PROVIDED AS PART OF THIS PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 1/3/2025 EXPIRATION: 5/31/2028 X-C-01 City Council Memorandum To: Mayor Fasbender & City Council Members From: Connie Lang - Accountant Date: 08/14/2025 Item: Disbursements Council Action Requested: Staff requests: Council review of July 2025 automatic payments. Council review of weekly routine disbursements issued 08/12/2025. Council approval of routine disbursements, capital purchases and employee reimbursements to be issued 08/19/2025. Background Information: Disbursements for routine items are made weekly. Disbursements for capital purchases and employee reimbursements are made twice a month, subsequent to Council approval. Financial Impact: July 2025 Auto Payments $ 888,549.50 Disbursement checks, ACH issued on 08/12/2025 $ 898,345.92 Disbursement checks, ACH to be issued on 08/19/2025 $ 1,325,257.44 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments:● Council Reports City Council Memorandum To:Mayor Fasbender &City Councilmembers From:Jessica Urbach, Parks and Recreation Office Assistant Date:August 18, 2025 Item:Accept Donation to the Parks and Recreation Department Council Action Requested:Council is asked to accept a donation in the amount of $400.00, made to the Parks and Recreation Department and has designated that this donation be used for a Memorial Tree in a City Park or on a City Trail. Background Information:Steven & Sharon Runtsch have made this donation to be used for a Memorial Tree in a City Park or on a City Trail. Financial Impact: Increase the Parks and Recreation donation account by $400.00 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution VIII-02 CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ A RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE PARKS AND RECREATION DEPARTMENT WHEREAS,Steve & Sharon Runtsch have presented to the City Parks & Recreation Department a donation of $400.00 and has designated that this donation be used for a Memorial Tree in a City Park or on a City Trail; and WHEREAS,the City Council is appreciative of the donation and commends Steve & Sharon Runtsch for their civic efforts, NOW, THEREFORE BE IT RESOLVED,by the City Council of the City of Hastings, Minnesota; 1.That the donation is accepted and acknowledged with gratitude; and 2.That the donation will be appropriated for a memorial tree to be placed in a City Park or on a City Trail; and Adopted this 18th day of August, 2025. __________________________ Mary D. Fasbender, Mayor ATTEST: __________________________ Kelly Murtaugh, City Clerk VIII-02 City Council Memorandum To:Mayor Fasbender &City Councilmembers From:Jessica Urbach, Parks and Recreation Office Assistant Date:August 18, 2025 Item:Accept Donation to the Parks and Recreation Department Council Action Requested:Council is asked to accept a donation in the amount of $1,000.00, made to the Parks and Recreation Department and has designated that this donation be used for a Memorial Bench in a City Park or on a City Trail. Background Information:The Weisz family has made this donation to be used for a Memorial Bench in a City Park or on a City Trail. Financial Impact: Increase the Parks and Recreation donation account by $1,000.00 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ A RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE PARKS AND RECREATION DEPARTMENT WHEREAS,the Weisz family has presented to the City Parks & Recreation Department a donation of $1,000.00 in honor of Butch & Joey Kane and has designated that this donation be used for a Memorial Bench in a City Park or on a City Trail; and WHEREAS,the City Council is appreciative of the donation and commends the Weisz family for their civic efforts, NOW, THEREFORE BE IT RESOLVED,by the City Council of the City of Hastings, Minnesota; 1.That the donation is accepted and acknowledged with gratitude; and 2.That the donation will be appropriated for a memorial bench to be placed in a City Park or on a City Trail; and Adopted this 18th day of August, 2025. __________________________ Mary D. Fasbender, Mayor ATTEST: __________________________ Kelly Murtaugh, City Clerk City Council Memorandum To:Mayor Fasbender &City Councilmembers From:Jessica Urbach, Parks and Recreation Office Assistant Date:August 18, 2025 Item:Accept Donation to the Parks and Recreation Department Council Action Requested:Council is asked to accept a donation in the amount of $800.00, made to the Parks and Recreation Department and has designated that this donation be used for two Memorial Trees in a City Park or on a City Trail. Background Information:The family and friends of Jenny Wiederholt-Pine have made this donation to be used for two Memorial Trees in a City Park or on a City Trail. Financial Impact: Increase the Parks and Recreation donation account by $800.00 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution VIII-03 CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ A RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE PARKS AND RECREATION DEPARTMENT WHEREAS,the family and friends of Jenny Wiederholt-Pine have presented to the City Parks & Recreation Department a donation of $800.00 and has designated that this donation be used for two Memorial Trees in a City Park or on a City Trail; and WHEREAS,the City Council is appreciative of the donation and commends the family and friends of Jenny Wiederholt-Pine for their civic efforts, NOW, THEREFORE BE IT RESOLVED,by the City Council of the City of Hastings, Minnesota; 1.That the donation is accepted and acknowledged with gratitude; and 2.That the donation will be appropriated for two memorial trees to be placed in a City Park or on a City Trail; and Adopted this 18th day of August, 2025. __________________________ Mary D. Fasbender, Mayor ATTEST: __________________________ Kelly Murtaugh, City Clerk VIII-03 City Council Memorandum To:Mayor Fasbender &City Councilmembers From:Jessica Urbach, Parks and Recreation Office Assistant Date:August 18, 2025 Item:Accept Donation to the Parks and Recreation Department Council Action Requested:Council is asked to accept a donation in the amount of $1,000.00, made to the Parks and Recreation Department and has designated that this donation be used for a Memorial Bench in a City Park or on a City Trail. Background Information:The Bauer family has made this donation to be used for a Memorial Bench in a City Park or on a City Trail in honor of Joan Warner. Financial Impact: Increase the Parks and Recreation donation account by $1,000.00 Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ A RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE PARKS AND RECREATION DEPARTMENT WHEREAS,the family and friends of Joan Warner have presented to the City Parks & Recreation Department a donation of $1,000.00 and has designated that this donation be used for a Memorial Bench in a City Park or on a City Trail; and WHEREAS,the City Council is appreciative of the donation and commends the family and friends of Joan Warner for their civic efforts, NOW, THEREFORE BE IT RESOLVED,by the City Council of the City of Hastings, Minnesota; 1.That the donation is accepted and acknowledged with gratitude; and 2.That the donation will be appropriated for a memorial bench to be placed in a City Park or on a City Trail; and Adopted this 18th day of August, 2025. __________________________ Mary D. Fasbender, Mayor ATTEST: __________________________ Kelly Murtaugh, City Clerk Quantity Unit Price Amount Quantity Amount Quantity Amount Pay Estimate #2 Quantity Amount 1 MOBILIZATION LS 1 130,000.00$ 130,000.00$ 0.5 65,000.00$ 0.5 65,000.00$ -$ 2 CLEARING TREE 16 550.00$ 8,800.00$ 17 9,350.00$ 17 9,350.00$ -$ 3 GRUBBING TREE 16 350.00$ 5,600.00$ 16 5,600.00$ 16 5,600.00$ -$ 4 REMOVE EXISTING GATE VALVE EA 27 200.00$ 5,400.00$ 14 2,800.00$ 8 1,600.00$ 6 1,200.00$ 5 REMOVE EXISTING HYDRANT & GATE VALVE EA 10 400.00$ 4,000.00$ 9 3,600.00$ 7 2,800.00$ 2 800.00$ 6 REMOVE EXISTING STORM SEWER STRUCTURE (ALL DEPTHS & SIZES)EA 35 450.00$ 15,750.00$ 27 12,150.00$ 15 6,750.00$ 12 5,400.00$ 7 REMOVE EXISTING SANITARY MANHOLE EA 8 450.00$ 3,600.00$ 10 4,500.00$ 5 2,250.00$ 5 2,250.00$ 8 REMOVE EXISTING CONCRETE PEDESTRIAN RAMP EA 10 250.00$ 2,500.00$ 2 500.00$ -$ 2 500.00$ 9 SALVAGE AND REINSTALL MAILBOX EA 19 280.00$ 5,320.00$ -$ -$ -$ 10 SALVAGE AND REINSTALL MAILBOX SPECIAL EA 4 450.00$ 1,800.00$ -$ -$ -$ 11 ABANDON SANITARY SEWER MANHOLE EA 1 450.00$ 450.00$ 1 450.00$ -$ 1 450.00$ 12 SAWCUT EXISTING BITUMINOUS PAVEMENT LF 1177 3.50$ 4,119.50$ 486 1,701.00$ 486 1,701.00$ -$ 13 REMOVE CONCRETE CURB & GUTTER LF 9280 3.20$ 29,696.00$ 9142 29,254.40$ 4650 14,880.00$ 4492 14,374.40$ 14 REMOVE EXISTING STORM SEWER PIPE (ALL DEPTHS & SIZES)LF 356 15.00$ 5,340.00$ 356 5,340.00$ -$ 356 5,340.00$ 15 REMOVE EXISTING SANITARY SEWER PIPE (ALL DEPTHS & SIZES)LF 234 10.00$ 2,340.00$ 180 1,800.00$ 180 1,800.00$ -$ 16 REMOVE EXISTING WATER MAIN (ALL DEPTHS & SIZES)LF 338 10.00$ 3,380.00$ 388 3,880.00$ 388 3,880.00$ -$ 17 ABANDON EXISTING SANITARY SEWER PIPE LF 295 8.00$ 2,360.00$ 415 3,320.00$ -$ 415 3,320.00$ 18 REMOVE CONCRETE SIDEWALK SY 275 8.00$ 2,200.00$ 13 104.00$ 10 80.00$ 3 24.00$ 19 REMOVE CONCRETE DRIVEWAY SY 1400 6.00$ 8,400.00$ 954 5,724.00$ 555 3,330.00$ 399 2,394.00$ 20 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 272 6.00$ 1,632.00$ 8 48.00$ -$ 8 48.00$ 21 REMOVE BITUMINOUS PAVEMENT SY 17661 3.00$ 52,983.00$ 8260 24,780.00$ 8260 24,780.00$ -$ 22 SALVAGE AND REINSTALL DRIVEWAY PAVERS SF 15 98.00$ 1,470.00$ -$ -$ -$ 23 SUBGRADE PREPARATION OF RECLAIMED SURFACE SY 13443 1.81$ 24,331.83$ 6385 11,556.85$ 6385 11,556.85$ -$ 24 COMMON EXCAVATION (EV)CY 4340 15.00$ 65,100.00$ 390 5,850.00$ 390 5,850.00$ -$ 25 COMMON EXCAVATION SIDEWALK (EV)CY 350 25.00$ 8,750.00$ -$ -$ -$ 26 HAUL EXCESS RECLAIM MATERIAL (LV)CY 1136 12.00$ 13,632.00$ 546 6,552.00$ 546 6,552.00$ -$ 27 SUBGRADE CORRECTION (EV)CY 1400 10.00$ 14,000.00$ 987 9,870.00$ 156 1,560.00$ 831 8,310.00$ 28 CRUSHED ROCK BORROW MATERIAL (LV)CY 1400 1.00$ 1,400.00$ 465 465.00$ -$ 465 465.00$ 29 GRANULAR PIPE BEDDING (LV)CY 100 0.01$ 1.00$ -$ -$ -$ 30 SALVAGE AGGREGATE FROM STOCKPILE (MILLINGS)CY 50 20.00$ 1,000.00$ 140 2,800.00$ -$ 140 2,800.00$ 31 AGGREGATE BASE CLASS 5 (STREET)TON 8592 19.00$ 163,248.00$ 5283 100,377.00$ 991 18,829.00$ 4292 81,548.00$ 32 AGGREGATE BASE CLASS 5 (TRAIL OR WALK)TON 290 23.00$ 6,670.00$ -$ -$ -$ 33 JOINT ADHESIVE LF 18033 0.55$ 9,918.15$ -$ -$ -$ 34 FULL DEPTH PAVEMENT RECLAMATION - 8-10 INCHES SY 10257 0.88$ 9,026.16$ 10257 9,026.16$ 3199 2,815.12$ 7058 6,211.04$ 35 FULL DEPTH PAVEMENT RECLAMATION - 12 INCHES SY 3186 0.88$ 2,803.68$ 3186 2,803.68$ 3186 2,803.68$ -$ 36 BITUMINOUS MATERIAL FOR TACK COAT GAL 3046 0.01$ 30.46$ 55 0.55$ -$ 55 0.55$ 37 TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK (DRIVEWAYS/TRAILS)SY 321 31.37$ 10,069.77$ 72 2,258.64$ -$ 72 2,258.64$ 38 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON 3720 82.50$ 306,900.00$ -$ -$ -$ 39 TYPE SP 12.5 NON WEAR COURSE MIX (3,C)TON 3720 74.72$ 277,958.40$ 933 69,713.76$ -$ 933 69,713.76$ 40 BITUMINOUS INCENTIVE/DISINCENTIVE LS 1 9,000.00$ 9,000.00$ -$ -$ -$ 41 MODULAR BLOCK RETAINING WALL SF 175 71.25$ 12,468.75$ -$ -$ -$ 42 MODIFY EXISTING MODULAR BLOCK RETAINING WALL SF 100 26.00$ 2,600.00$ -$ -$ -$ 43 12" RCP DES 3006 CL III LF 111 59.00$ 6,549.00$ 68 4,012.00$ -$ 68 4,012.00$ 44 15" RCP DES 3006 CL III LF 941 60.00$ 56,460.00$ 752 45,120.00$ 90 5,400.00$ 662 39,720.00$ 45 18" RCP DES 3006 CL III LF 426 63.20$ 26,923.20$ 410 25,912.00$ -$ 410 25,912.00$ 46 24" RCP DES 3006 CL III LF 34 79.00$ 2,686.00$ -$ -$ -$ 47 27" RCP DES 3006 CL III LF 182 93.00$ 16,926.00$ 182 16,926.00$ 150 13,950.00$ 32 2,976.00$ 48 CONNECT TO EXISTING STORM SEWER EA 35 1,000.00$ 35,000.00$ 35 35,000.00$ 25 25,000.00$ 10 10,000.00$ 49 CONST DRAINAGE STRUCTURE 24" X 36"EA 23 3,364.00$ 77,372.00$ 16 53,824.00$ 3 10,092.00$ 13 43,732.00$ 50 CONST DRAINAGE STRUCTURE 4020 48" DIA EA 10 3,763.00$ 37,630.00$ 9 33,867.00$ 4 15,052.00$ 5 18,815.00$ 51 CONST DRAINAGE STRUCTURE 4020 60" DIA EA 3 7,464.00$ 22,392.00$ 3 22,392.00$ 3 22,392.00$ -$ 52 CONST DRAINAGE STRUCTURE 4020 72" DIA EA 3 7,154.00$ 21,462.00$ 3 21,462.00$ 3 21,462.00$ -$ 53 CONST DRAINAGE STRUCTURE 4020 84" DIA EA 3 8,560.00$ 25,680.00$ 3 25,680.00$ 2 17,120.00$ 1 8,560.00$ COMPLETED Total To Date Previous Periods This Pay Period Request For Payment Date: 8/1/2025 Project: 2025 Neighborhood Infrastructure Improvements Contractor: Northwest Asphalt Inc. Request Number: 2 Payment Period: 7/1/2025 - 7/31/2025 ITEM NO.DESCRIPTION UNIT ORIGINAL BID Hastings Project 2025-1 2025 Neighborhood Infrastructure Improvements Page 1 of 3 VIII-06 Quantity Unit Price Amount Quantity Amount Quantity Amount Pay Estimate #2 Quantity Amount 54 REPLACE EXISTING STORM SEWER CASTING SPECIAL EA 8 1,463.00$ 11,704.00$ 4 5,852.00$ -$ 4 5,852.00$ 55 ADJUST FRAME RING AND CASTING (SPECIAL) EA 27 685.00$ 18,495.00$ 6 4,110.00$ -$ 6 4,110.00$ 56 GEOTEXTILE FILTER MATERIAL TYPE IV SY 50 2.00$ 100.00$ -$ -$ -$ 57 4" CONCRETE SIDEWALK SF 11094 5.75$ 63,790.50$ 15 86.25$ 15 86.25$ -$ 58 6" CONCRETE SIDEWALK SF 115 10.45$ 1,201.75$ -$ -$ -$ 59 B618 CONCRETE CURB & GUTTER LF 9406 17.40$ 163,664.40$ 1297.00 22,567.80$ 1297 22,567.80$ -$ 60 REMOVE & REPLACE EXISTING CURB & GUTTER (ALL TYPES & SIZES) LF 2387 42.00$ 100,254.00$ 1289 54,138.00$ 1289 54,138.00$ -$ 61 6" CONCRETE DRIVEWAY PAVEMENT SY 1625 68.35$ 111,068.75$ 449 30,689.15$ 449 30,689.15$ -$ 62 CONCRETE PEDESTRIAN RAMP EA 23 1,265.00$ 29,095.00$ -$ -$ -$ 63 TRAFFIC CONTROL LS 1 15,000.00$ 15,000.00$ 0.5 7,500.00$ 1 7,500.00$ -$ 64 ROCK CONSTRUCTION EXIT EA 14 350.00$ 4,900.00$ -$ -$ -$ 65 STORM DRAIN INLET PROTECTION EA 74 125.00$ 9,250.00$ 74 9,250.00$ 37 4,625.00$ 37 4,625.00$ 66 SILT FENCE, TYPE MS LF 150 7.50$ 1,125.00$ -$ -$ -$ 67 EROSION & SEDIMENT CONTROL LS 1 28,960.00$ 28,960.00$ 0.5 14,480.00$ 1 14,480.00$ -$ 68 LOAM TOPSOIL BORROW (LV) CY 1220 25.00$ 30,500.00$ -$ -$ -$ 69 EROSION CONTROL BLANKETS CATEGORY 4 SY 200 6.00$ 1,200.00$ -$ -$ -$ 70 SEEDING, BLOWN COMPOST SY 11250 2.75$ 30,937.50$ -$ -$ -$ 71 4" SOLID LINE PAINT LF 2050 0.50$ 1,025.00$ -$ -$ -$ 72 12" SOLID LINE PAINT LF 85 5.00$ 425.00$ -$ -$ -$ 73 4" BROKEN LINE PAINT LF 1670 0.50$ 835.00$ -$ -$ -$ 74 TEMPORARY BYPASS PUMPING LS 1 5,000.00$ 5,000.00$ 1 5,000.00$ 1 5,000.00$ -$ 75 CONNECT TO EXISTING SANITARY SEWER EA 5 1,250.00$ 6,250.00$ 6 7,500.00$ 4 5,000.00$ 2 2,500.00$ 76 CONNECT TO EXISTING SANITARY SEWER STRUCTURE EA 1 2,500.00$ 2,500.00$ 1 2,500.00$ 1 2,500.00$ -$ 77 CONNECT TO EXISTING SANITARY SEWER SERVICE EA 35 350.00$ 12,250.00$ 34 11,900.00$ 17 5,950.00$ 17 5,950.00$ 78 4" ON 8" PVC WYE EA 37 374.00$ 13,838.00$ 37 13,838.00$ 17 6,358.00$ 20 7,480.00$ 79 RECONSTRUCT EXISTNG SANITARY SEWER MANHOLE INVERT EA 1 750.00$ 750.00$ -$ -$ -$ 80 4" PVC SDR 26 (FOR SERVICES) LF 1270 38.10$ 48,387.00$ 1025 39,052.50$ 499 19,011.90$ 526 20,040.60$ 81 8" DIP SANITARY SEWER (ALL DEPTHS) LF 15 114.00$ 1,710.00$ 30 3,420.00$ 30 3,420.00$ -$ 82 8" PVC SDR 35 (ALL DEPTHS) LF 1995 50.00$ 99,750.00$ 1995 99,750.00$ 1114 55,700.00$ 881 44,050.00$ 83 10" PVC SDR 35 (ALL DEPTHS) LF 70 75.00$ 5,250.00$ 88 6,600.00$ 88 6,600.00$ -$ 84 CONSTRUCT 8" OUTSIDE DROP LF 4.2 718.00$ 3,015.60$ 4.2 3,015.60$ 4 3,015.60$ -$ 85 TELEVISE SANITARY SEWER LF 2080 2.65$ 5,512.00$ -$ -$ -$ 86 REPLACE EXISTING SANITARY SEWER CASTING EA 8 1,300.00$ 10,400.00$ -$ -$ -$ 87 48" DIA. SSMH EA 10 4,467.00$ 44,670.00$ 10 44,670.00$ 5 22,335.00$ 5 22,335.00$ 88 EXTRA DEPTH MH 10'+ LF 9.7 282.00$ 2,735.40$ 10 2,735.40$ -$ 10 2,735.40$ 89 CONNECT TO EXISTING WATERMAIN EA 21 2,000.00$ 42,000.00$ 16 32,000.00$ 7 14,000.00$ 9 18,000.00$ 90 CONNECT TO EXISTING WATER SERVICE EA 41 350.00$ 14,350.00$ 34 11,900.00$ 16 5,600.00$ 18 6,300.00$ 91 ABANDON WATER SERVICE EA 15 850.00$ 12,750.00$ 17 14,450.00$ 16 13,600.00$ 1 850.00$ 92 CAP AND PLUG EXISTING WATERMAIN WITH BLOCKING EA 1 350.00$ 350.00$ -$ -$ -$ 93 1" CORP STOP EA 42 379.00$ 15,918.00$ 34 12,886.00$ 16 6,064.00$ 18 6,822.00$ 94 1" CURB STOP AND BOX EA 42 230.00$ 9,660.00$ 34 7,820.00$ 16 3,680.00$ 18 4,140.00$ 95 HYDRANT 7.5' BURY W/GATE VALVE EA 11 9,000.00$ 99,000.00$ 11 99,000.00$ 7 63,000.00$ 4 36,000.00$ 96 REPLACE EXISTING GATE VALVE BOX EA 9 1,100.00$ 9,900.00$ 6 6,600.00$ 5 5,500.00$ 1 1,100.00$ 97 CURB STOP COVER CASTING EA 7 200.00$ 1,400.00$ -$ -$ -$ 98 ADJUST GATE VALVE SPECIAL - BOLT REPLACEMENT EA 7 1,810.00$ 12,670.00$ 7 12,670.00$ 6 10,860.00$ 1 1,810.00$ 99 8"X6" WET TAP EA 1 6,910.00$ 6,910.00$ 1 6,910.00$ 1 6,910.00$ -$ 100 4" GATE VALVE & BOX EA 1 2,460.00$ 2,460.00$ -$ -$ -$ 101 6" GATE VALVE & BOX EA 13 2,704.00$ 35,152.00$ 13 35,152.00$ 5 13,520.00$ 8 21,632.00$ 102 8" GATE VALVE & BOX EA 10 3,540.00$ 35,400.00$ 8 28,320.00$ 5 17,700.00$ 3 10,620.00$ 103 12" GATE VALVE & BOX EA 4 6,010.00$ 24,040.00$ -$ -$ -$ 104 CONSTRUCT TEMPORARY WATERMAIN & SERVICES LF 6000 5.00$ 30,000.00$ 4399 21,995.00$ 2897 14,485.00$ 1502 7,510.00$ 105 1" TYPE K COPPER W/FITTINGS LF 1340 37.30$ 49,982.00$ 895 33,383.50$ 405 15,106.50$ 490 18,277.00$ 106 4" C-900 PVC W/FITTINGS LF 12 46.70$ 560.40$ -$ -$ -$ 107 6" C-900 PVC W/FITTINGS LF 2416 47.00$ 113,552.00$ 2039 95,833.00$ 536 25,192.00$ 1503 70,641.00$ 108 8" C-900 PVC W/FITTINGS LF 1370 60.00$ 82,200.00$ 915 54,900.00$ 810 48,600.00$ 105 6,300.00$ 109 12" C-900 PVC W/FITTINGS LF 400 91.00$ 36,400.00$ -$ -$ -$ 110 6" DIP W/FITTINGS LF 160 106.00$ 16,960.00$ 157 16,642.00$ 84 8,904.00$ 73 7,738.00$ 111 2" INSULATION 4'X8' SHEET SY 50 34.00$ 1,700.00$ -$ -$ -$ 3,103,992.20$ ORIGINAL BID SUBTOTALS:$1,564,486.24 $865,933.85 $698,552.39 TOTAL TO DATE PREVIOUS PERIODS CURRENT PERIOD ITEMNO. DESCRIPTION UNIT ORIGINAL BID COMPLETED Total To Date Previous Periods This Pay Period Hastings Project 2025-1 2025 Neighborhood Infrastructure Improvements Page 2 of 3 VIII-06 8/12/2025 VIII-06 Corporate Office 1976 Wooddale Drive, Suite 4Woodbury, MN 55125 July 21, 2025 Mr. Ryan Stempski, P.E.By EmailPublic Works DirectorCity of Hastings 1225 Progress DriveHastings, MN 55033 RE: Pay Request No. 3 for the Reconditioning of the 1,000,000 Gallon Elevate Reservoir (Industrial Park Tower)located in Hastings, Minnesota. City Project No. 2025-2KLM Project No. 3173-24 Dear Mr. Stempski, Tanksco, Inc. has submitted Pay Request No. 3 in the amount of $316,568.50. KLM recommends the City of Hastings approve this Pay Request. If you have any questions, please contact me at 651-755-8664. Sincerely, KLM Engineering, Inc. Scott J. KrieseProject Supervisor SK/TK 2025\2025Hastings, MN 3173-24 Pay Request No. 3 VIII-07 Pay App #3 3 OWNER: City of Hastings, MN CONTRACTOR: Tanksco, Inc. PROJECT: Dates of Estimate: 7/24/2025 1,000,000-Gallon Elevated Reservoir (Industrial Park Tower)Contract Amount Original: $1,153,500.00 From:6/24/2025 KLM Project No. 3173-24 Revised:To:7/24/2025 Contract Items This Period Total To Date Bid Item Description Unit Qty. Unit Price Total Amt. Qty.Amt.Qty.Amount For all labor, material, equipment & incidentals to furnish & install the following: 1 Structure Modifications LS 1.00 219,500.00 ($ 219,500)0.14 ($ 30,730.00)0.99 ($ 217,305.00) 2 New Roof Handrail LS 1.00 32,000.00 ($ 32,000)($- )1.00 ($ 32,000.00) 3 Surface Repair Man-Hrs 100.00 120.00 ($ 12,000)50.00 ($6,000.00)100.00 ($ 12,000.00) 4 Interior Wet Area Abrasive Blast & Coating LS 1.00 275,000.00 ($ 275,000)0.50 ($ 137,500.00)1.00 ($ 275,000.00) 5 Interior Dry Area Abrasive Blast & Coating LS 1.00 180,000.00 ($ 180,000)0.50 ($ 90,000.00)1.00 ($ 180,000.00) 6 Exterior Area Abrasive Blast & Coating & Containment LS 1.00 410,000.00 ($ 410,000)0.15 ($ 61,500.00)1.00 ($ 410,000.00) 7 Mobilization LS 1.00 25,000.00 ($ 25,000)0.30 ($7,500.00)0.80 ($ 20,000.00) *Includes materials on-hand per attached invoices. This Period Total to Date Amount Earned ($ 333,230.00)($1,146,305.00) Amount Retained (5%)($ (16,661.50)($ (57,315.25) Less Previous Payments ($ (772,421.25) Amount Due ($ 316,568.50)($ 316,568.50) REQUESTED BY:TANKSCO, INC. By: SauǶ BocanegrƝ Date:7/17/2025 RECOMMENDED FOR PAYMENT:Consulting Engineer By: Date: APPROVED FOR PAYMENT:The City Hastings, MN By: The Contractor certifies that all work including materials and equipment on hand, covered by this Partial Payment has been completed or delivered in accordance with the Contract Documents, that all amounts have been paid by him/her for work, materials,Date: and equipment for which previous Partial Payments were issued and received from the Owner, and that the current payment shown herein is now due. 7-21-25 VIII-07 City Council Memorandum To: Mayor Fasbender & City Council Members From: Ryan Stempski – Public Works Director Date: August 18, 2025 Item: Authorizing Bond Issuance for PFA Funding – Central WTP and Raw Watermain Projects COUNCIL ACTION REQUESTED Council is requested to adopt the attached resolution authorizing bond issuance for the Central Water Treatment Plant and Raw Watermain projects. BACKGROUND INFORMATION As a portion of the funding package for the Central Water Treatment Plant and Raw Watermain projects, the City will be obtaining a PFA loan at a reduced interest rate of 2.647% for a 20-year term in the amount of $4,947,593.00. Additionally, the City will receive an Emerging Contaminants Grant in the amount of $5,000,000.00 as a part of the PFA funding. STAFF RECOMMENDATION Staff is recommending that the City Council move forward in authorizing the bond issuance as recommended by Taft (City’s Bond Counsel). ATTACHMENTS Resolution Authorizing Bond Issuance VIII-08 175270941v1 EXTRACT OF MINUTES OF A MEETING CITY COUNCIL OF THE CITY OF HASTINGS, MINNESOTA HELD: AUGUST 18, 2025 Pursuant to due call and notice thereof, a regular or special meeting of the City Council of the City of Hastings, Dakota and Washington Counties, Minnesota, was duly held at the city hall on August 18, 2025, at 7:00 P.M., for the purpose in part of awarding the sale of a $4,947,593 General Obligation Water Revenue Note of 2025B. The following members were present: ________________________________________ and the following were absent: ___________________________________________________ Member ______________________ introduced the following resolution and moved its adoption: RESOLUTION NO. ________________ RESOLUTION ACCEPTING THE OFFER OF THE MINNESOTA PUBLIC FACILITIES AUTHORITY TO PURCHASE A $4,947,593 GENERAL OBLIGATION WATER REVENUE NOTE OF 2025B, PROVIDING FOR ITS ISSUANCE AND AUTHORIZING EXECUTION OF A BOND PURCHASE AND PROJECT LOAN AGREEMENT A.WHEREAS, the City Council (the "City Council") of the City of Hastings, Minnesota (the "City"), has heretofore applied for a loan from the Minnesota Public Facilities Authority (the "PFA") to provide financing pursuant to Minnesota Statutes, Chapters 444 and 475, for the construction of a new treatment plant to remove PFAS and construction of a raw water transmission line to the treatment plant, all as detailed in the Minnesota Department of Health's certification, dated June 26, 2025 (the "Project"); and B.WHEREAS, the PFA is authorized pursuant to Minnesota Statutes, Chapter 446A, as amended, to issue its bonds (the "PFA Bonds") and to use the proceeds thereof, together with certain other funds, to provide loans and other assistance to municipalities to fund eligible costs of construction of publicly owned drinking water systems in accordance with the federal Safe Drinking Water Act and the federal Clean Water Act; and C.WHEREAS, the City has applied for a loan from the PFA pursuant to such program and the PFA has committed to make a loan to the City in the principal amount of $4,947,593, to be disbursed and repaid in accordance with the terms of a Minnesota Public Facilities Authority Bond Purchase and Project Loan Agreement, dated August 8, 2025 (the "PFA Loan Agreement"), a copy of which has been presented to the City Council and is on file with the City Clerk. In addition, PFA will be providing a Grant to the City in the amount of $5,000,000 (the "Grant") to help finance the Project, pursuant to the PFA Loan Agreement (with respect to the Grant, the "Grant Agreement"); and VIII-08 175270941v1 2 D.WHEREAS, the $4,947,593 General Obligation Water Revenue Note of 2025B (the "Note") of the City is tax-exempt, and in addition the City will need to assure the tax- exemption of the PFA Bonds; and E.WHEREAS, in accordance with Minnesota Statutes, Section 475.60, Subdivision 2(4), the City is authorized to issue obligations to a board, department or agency of the State of Minnesota by negotiation and without advertisement for bids and the PFA is, and has represented that it is, a board, department or agency of the State of Minnesota; and F.WHEREAS, the City owns and operates a municipal water system (the "Water System"), a municipal storm sewer system (the "Storm Sewer System"), and a municipal sanitary sewer system (the "Sanitary Sewer System", and together with the Water System and the Storm Sewer System, the "System") as separate revenue producing public utilities; and G.WHEREAS, the net revenues of the Water System are pledged to the payment of the City's outstanding (1) "Water Revenue Refunding Portion" of General Obligation Refunding Bonds, Series 2013A, in the original principal amount of $5,805,000, dated February 21, 2013; (2) "Water Portion" of General Obligation Bonds, Series 2019A, in the original principal amount of $3,270,000, dated August 8, 2019; (3) "Water Portion" of General Obligation Bonds, Series 2020A, in the original principal amount of $3,180,000, dated October 1, 2020; (4) "Water Portion" of General Obligation Bonds, Series 2021A, in the original principal amount of $2,070,000, dated August 26, 2021; (5) "Water Portion" of General Obligation Bonds, Series 2022A, in the original principal amount of $5,815,000, dated June 1, 2022; and (6) "Water Portion" of General Obligation Bonds, Series 2023A, in the original principal amount of $4,095,000, dated June 29, 2023 (collectively, the "Outstanding Water Bonds"); and H.WHEREAS, the net revenues of the System are pledged to the payment of the City's outstanding "Utility Portion" of General Obligation Bonds, Series 2025A, in the original principal amount of $4,140,000, dated June 26, 2025 (the "Outstanding Utility Bonds"); and I.WHEREAS, the net revenues of the Water System and the Sanitary Sewer System are pledged to the payment of the City's outstanding "Utility Portion" of General Obligation Bonds, Series 2018A, in the original principal amount of $3,820,000, dated July 18, 2018 (the "Outstanding Water and Sanitary Sewer Bonds"); and J.WHEREAS, a contract or contracts for the Project have been made by the City with the approval of the PFA and all other state and federal agencies of which approval is required: NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hastings, Dakota and Washington Counties, Minnesota, as follows: 1.Acceptance of Offer; Payment. The offer of the PFA to purchase a $4,947,593 General Obligation Water Revenue Note of 2025B of the City, at the rate of interest hereinafter set forth, and to pay therefor the sum of $4,947,593 as provided below, is hereby accepted, and the sale of the Note is hereby awarded to the PFA. Payment for the Note shall be disbursed in installments as eligible costs of the Project are reimbursed or paid, all as provided in the PFA Loan Agreement. VIII-08 175270941v1 3 2.Title; Date; Denomination; Interest Rates; Maturities. The Note shall be a fully registered negotiable obligation, shall be titled "General Obligation Water Revenue Note of 2025B", shall be dated as of the date of delivery and shall be issued forthwith. The Note shall be in the principal amount of $4,947,593, or so much thereof as shall be disbursed pursuant to the PFA Loan Agreement, shall bear interest on so much of the principal amount of the Note as may be disbursed and remains unpaid until the principal amount of the Note has been paid or has been provided for, at the rate of 2.647% per annum (calculated on the basis of a 360-day year of twelve 30-day months). Interest on the Note is payable semi-annually on February 20 and August 20, commencing August 20, 2026. Interest starts accruing as of the date of the initial disbursement. Principal on the Note shall mature on August 20 of the years and in the installments as follows: Year Amount Year Amount 2026 $102,593 2036 $252,000 2027 200,000 2037 259,000 2028 205,000 2038 266,000 2029 210,000 2039 273,000 2030 216,000 2040 280,000 2031 222,000 2041 288,000 2032 227,000 2042 295,000 2033 233,000 2043 303,000 2034 240,000 2044 311,000 2035 246,000 2045 319,000 Interest shall accrue only on the aggregate amount of the Note which has been disbursed and is unpaid under the PFA Loan Agreement. The principal installments shall be paid in the amounts scheduled above even if at the time of payment the full principal amount of the Note has not been disbursed; provided that if the full principal amount of the Note is never disbursed, the amount of the principal not disbursed shall be applied to reduce each unpaid principal installment in the proportion that such installment bears to the total of all unpaid principal installments (i.e., the remaining principal payment schedule shall be reamortized to provide similarly level annual installments of total debt service payments). Principal, interest and any premium due under the Note will be paid on each payment date by wire payment, or by check or draft mailed at least five business days prior to the payment date to the person in whose name the Note is registered, in any coin or currency of the United States which at the time of payment is legal tender for public and private debts. Interest on the Note includes amounts treated by the PFA as service fees. 3.Purpose; Cost. The proceeds of the Note shall provide funds to finance construction of the Project. The total cost of the construction of the Project, including legal and other professional charges, publication and printing costs, interest accruing on money borrowed for the Project before the collection of net revenues pledged and appropriated therefor, and all other costs necessarily incurred and to be incurred from the inception to the completion of the Project, is estimated to be at least equal to the amount of the Note. The City covenants that it shall do all things and perform all acts required of it to assure that work on the Project proceeds with due VIII-08 175270941v1 4 diligence to completion and that any and all permits and studies required under law for the Project are obtained. 4.Redemption. The Note shall be subject to redemption and prepayment in whole or in part at the option of the City, subject to the written consent of the PFA, or mandatorily as provided in the PFA Loan Agreement. 5.Registration of Note. At the time of issuance and delivery of the Note, the officer of the City performing the functions of the treasurer (the "City Clerk") shall register the Note in the name of the payee in a note register which the City Clerk and the officer's successors in office shall maintain for the purpose of registering the ownership of the Note. The Note shall be prepared for execution with an appropriate text and spaces for notation of registration. The force and effect of such registration shall be as stated in the form of Note hereinafter set forth. Payment of principal installments and interest, whether upon redemption or otherwise, made with respect to the Note, may be made to the registered holder thereof or to the registered holder's legal representative, without presentation or surrender of the Note. 6.Form of Note. The Note, together with the Certificate of Registration attached thereto, shall be in substantially the form set forth on Exhibit A attached hereto. 7.Execution. The Note shall be executed on behalf of the City by the electronic signatures or manual signatures of its Mayor and City Clerk; the seal of the City has been intentionally omitted as permitted by law. The electronic signature of the Mayor and/or the City Clerk to this resolution and to any certificate authorized to be executed hereunder shall be as valid as an original signature of such party and shall be effective to bind the City thereto. For purposes hereof, (i) "electronic signature" means (a) a manually signed original signature that is then transmitted by electronic means or (b) a signature obtained through DocuSign or a similarly digitally auditable signature gathering process; and (ii) "transmitted by electronic means" means sent in the form of a facsimile or sent via the internet as a portable document format ("pdf") or other replicating image attached to an electronic mail or internet message. In the event of disability or resignation or other absence of either such officer, the Note may be signed by electronic signature or manual signature of that officer who may act on behalf of such absent or disabled officer. In case either such officer whose signature shall appear on the Note shall cease to be such officer before the delivery of the Note, such signature shall nevertheless be valid and sufficient for all purposes, the same as if such officer had remained in office until delivery. 8.Delivery; Application of Proceeds. The Note when so prepared and executed shall be delivered by the City Clerk to the purchaser thereof prior to disbursements pursuant to the PFA Loan Agreement, and the purchaser shall not be obliged to see to the proper application thereof. 9.Fund and Accounts. There has heretofore been created a separate fund in the City treasury designated the Water Fund (the "Fund"). The City Clerk and all municipal officials and employees concerned therewith shall maintain financial records of the receipts and disbursements of the Water System in accordance with the resolutions establishing the Fund. The Operation and Maintenance Account heretofore established by the City for the Water System shall continue to be maintained in the manner heretofore and herein provided by the City. All moneys remaining after paying or providing for the items set forth in the resolution establishing the Operation and VIII-08 175270941v1 5 Maintenance Account shall constitute and are referred to as "net revenues" until the Note has been paid. There shall be maintained in the Fund the following accounts: (a)A "PFA Construction Account", to which shall be credited all proceeds received from the sale of the Note. The Note shall be the only source of moneys credited to the PFA Construction Account. It is recognized that the sale proceeds of the Note are received in reimbursement for costs expended on the Project or in direct payment of such costs, and that accordingly the moneys need not be placed in the PFA Construction Account upon receipt but may be applied immediately to reimburse the source from which the expenditure was made. The moneys in the PFA Construction Account shall be used solely for the purpose of paying for the cost of constructing the Project, including all costs enumerated in Minnesota Statutes, Section 475.65, provided that such moneys shall only be expended for costs and expenses which are permitted under the PFA Loan Agreement. The PFA prohibits the use of proceeds of the Note to reimburse costs initially paid from proceeds of other obligations of the City unless otherwise specifically approved. Upon completion of the Project and the payment of the costs thereof, any surplus shall be transferred to the PFA Debt Service Account. (b)A "PFA Debt Service Account", to which shall be irrevocably appropriated, pledged and credited: (1) net revenues of the Water System in an amount sufficient to pay the principal of, and interest on, the Note when due; (2) any collection of taxes which may hereafter be levied in the event the net revenues of the Water System herein pledged for the payment of the Note are insufficient therefor; (3) all investment earnings on moneys held in the PFA Debt Service Account; (4) any amounts transferred from the PFA Construction Account; and (5) any other moneys which are properly available and are appropriated by the City Council to the PFA Debt Service Account. The moneys in the PFA Debt Service Account shall be used only to pay or prepay the principal of, and interest on, the Note and any other general obligation bonds hereafter issued and made payable from the PFA Debt Service Account, and to pay any rebate due to the United States with respect to the PFA Bonds in connection with the Note. No portion of the proceeds of the Note shall be used directly or indirectly to acquire higher yielding investments or to replace funds which were used directly or indirectly to acquire higher yielding investments, except (1) for a reasonable temporary period until such proceeds are needed for the purpose for which the Note was issued, and (2) in addition to the above in an amount not greater than the lesser of five percent of the proceeds of the Note or $100,000. To this effect, any proceeds of the Note or any sums from time to time held in the PFA Construction Account, Operation and Maintenance Account or PFA Debt Service Account (or any other City account which will be used to pay principal or interest to become due on the Note) in excess of amounts which under then applicable federal arbitrage regulations may be invested without regard to yield shall not be invested at a yield in excess of the applicable yield restrictions imposed by said arbitrage regulations on such investments after taking into account any applicable "temporary periods" or "minor portion" made available under the federal arbitrage regulations. In addition, moneys in the Fund shall not be invested in obligations or deposits issued by, guaranteed by or insured by the United States or any agency or instrumentality thereof if and to the extent that such investment would cause the Note to be "federally guaranteed" within the meaning of Section 149(b) of the federal Internal Revenue Code of 1986, as amended (the "Code"). VIII-08 175270941v1 6 The City shall observe the covenants of paragraphs 18, 19 and 20 of this resolution and of Article 3 of the PFA Loan Agreement with regard to the Fund. 10.Coverage Test; Pledge of Net Revenues; Excess Revenues. It is hereby found, determined and declared that the net revenues of the Water System are sufficient in amount to pay when due the principal of and interest on the Outstanding Water Bonds and a sum at least five percent in excess thereof. The net revenues of the System are sufficient in amount to pay when due the principal of and interest on the Outstanding Utility Bonds and a sum at least five percent in excess thereof. The net revenues of the Water System and the Sanitary Sewer System are sufficient in amount to pay when due the principal of and interest on the Outstanding Water and Sanitary Sewer Bonds and a sum at least five percent in excess thereof. The net revenues of the Water System are hereby pledged on a parity with the Outstanding Water Bonds, the Outstanding Utility Bonds and the Outstanding Water and Sanitary Sewer Bonds for the payment of the Utility Portion of the Bonds and shall be applied for that purpose, but solely to the extent required to meet the principal and interest requirements of the Bonds as the same become due. Nothing contained herein shall be deemed to preclude the City from making further pledges and appropriations of the net revenues of the Water System for the payment of other or additional obligations of the City, provided that it has first been determined by the City Council that estimated net revenues of the Water System will be sufficient, in addition to all other sources, for the payment of the Note and such additional obligations, and any such pledge and appropriation of net revenues may be made superior or subordinate to, or on a parity with, the pledge and appropriation herein. Net revenues in excess of those required for the foregoing may be used for any proper purpose. 11.Pledge to Produce Revenues. In accordance with Minnesota Statutes, Section 444.075, the City hereby covenants and agrees with the holder of the Note that it will impose and collect charges for the service, use and availability of and connection to the Water System at the times and in the amounts required to produce net revenues adequate to pay all principal and interest when due on the Note. Minnesota Statutes, Section 444.075, Subdivision 2, provides as follows: "Real estate tax revenues should be used only, and then on a temporary basis, to pay general or special obligations when the other revenues are insufficient to meet the obligations". 12.General Obligation Pledge. The full faith, credit and taxing powers of the City shall be, and are hereby, irrevocably pledged for the prompt and full payment of the principal and interest on the Note , as the same respectively become due. If the net revenues of the Water System appropriated and pledged to the payment of principal and interest on the Note, together with other funds irrevocably appropriated to the PFA Debt Service Account shall at any time be insufficient to pay such principal and interest when due, the City covenants and agrees to levy, without limitation as to rate or amount, an ad valorem tax upon all taxable property in the City sufficient to pay such principal and interest as they become due. If the balance in the PFA Debt Service Account is ever insufficient to pay all principal and interest then due on the Note and any other obligations payable therefrom, the deficiency shall be promptly paid out of any other funds of the City which are available for such purpose, and such other funds may be reimbursed, with or without interest, from the PFA Debt Service Account when a sufficient balance is available therein. 13.Certificate of Registration. The City Clerk is hereby directed to file a certified copy of this resolution with the County Auditor of Dakota and Washington Counties, Minnesota, VIII-08 175270941v1 7 together with such other information as the County Auditor shall require, and to obtain the County Auditor's certificate that the Note has been entered in the County Auditor's Bond Register. 14.Bond Purchase and Project Loan Agreement. The PFA Loan Agreement is hereby approved in substantially the form presented to the City Council, and in the form executed by electronic signatures or manual signatures is hereby incorporated by reference and made a part of this resolution. The electronic signature of the Mayor and/or the City Clerk to this PFA Loan Agreement and to any certificate authorized to be executed hereunder shall be as valid as an original signature of such party and shall be effective to bind the City thereto. For purposes hereof, (i) "electronic signature" means (a) a manually signed original signature that is then transmitted by electronic means or (b) a signature obtained through DocuSign or a similarly digitally auditable signature gathering process; and (ii) "transmitted by electronic means" means sent in the form of a facsimile or sent via the internet as a portable document format ("pdf") or other replicating image attached to an electronic mail or internet message. Each and all of the provisions of this resolution relating to the Note are intended to be consistent with the provisions of the PFA Loan Agreement, and to the extent that any provision in the PFA Loan Agreement is in conflict with this resolution as it relates to the Note, that provision shall control and this resolution shall be deemed accordingly modified. The City's execution and delivery of the PFA Loan Agreement by the Mayor and City Clerk is hereby approved, ratified and authorized. The execution of the PFA Loan Agreement by the appropriate officers shall be conclusive evidence of the approval of the PFA Loan Agreement in accordance with the terms hereof. The PFA Loan Agreement may be attached to the Note, and shall be attached to the Note if the holder of the Note is any person other than the PFA. 15.Grant. In addition to the Note, the City is obligated to repay the Grant (as defined in the PFA Loan Agreement) in accordance with Section 9.2, Article 9 of the PFA Loan Agreement. Notwithstanding any provision to the contrary in the PFA Loan Agreement, the Grant is payable solely from legally available funds and is a special, limited revenue obligation and not a general obligation of the City. Neither the full faith and credit nor the taxing powers of the City are pledged to the payment of the Grant. 16.Records and Certificates. The officers of the City are hereby authorized and directed to prepare and furnish to the PFA, and to the attorneys approving the legality of the issuance of the Note, certified copies of all proceedings and records of the City relating to the Note and to the financial condition and affairs of the City, and such other affidavits, certificates and information as are required to show the facts relating to the legality and marketability of the Note as the same appear from the books and records under their custody and control or as otherwise known to them, and all such certified copies, certificates and affidavits, including any heretofore furnished, shall be deemed representations of the City as to the facts recited therein. 17.Negative Covenants as to Use of Proceeds and Project. The City hereby covenants not to use the proceeds of the Note or to use the Project, or to cause or permit them to be used, or to enter into any deferred payment arrangements for the cost of the Project, in such a manner as to cause the Note to be a "private activity bond" within the meaning of Sections 103 and 141 through 150 of the Code. The City reasonably expects that no actions will be taken over the term of the Note that would cause it to be a private activity bond, and the average term of the Note is not longer than reasonably necessary for the governmental purpose of the issue. The City hereby VIII-08 175270941v1 8 covenants not to use the proceeds of the Note in such a manner as to cause the Note to be a "hedge bond" within the meaning of Section 149(g) of the Code. The City hereby covenants not to use the proceeds of the Note or to use the Project, or to cause or permit them to be used, or to enter into any deferred payment arrangement for the cost of the Project, in such a manner as to cause the PFA Bonds to be "private activity bonds" within the meaning of Sections 103 and 141 through 150 of the Code. The City reasonably expects that it will take no actions over the term of the Note that would cause the PFA Bonds to be private activity bonds, and the average term of the Note is not longer than reasonably necessary for its governmental purpose. 18.Tax-Exempt Status of the Note; Rebate. The City with respect to the Note shall comply with requirements necessary under the Code to establish and maintain the exclusion from gross income under Section 103 of the Code of the interest on the PFA Bonds, including without limitation (a) requirements relating to temporary periods for investments, (b) limitations on amounts invested at a yield greater than the yield on the PFA Bonds, and (c) the rebate of excess investment earnings to the United States. The City covenants and agrees with the PFA and holders of the Note that the investments of proceeds of the Note, including the investment of any revenues pledged to the Note which are considered gross proceeds of the PFA Bonds under the applicable regulations, and accumulated sinking funds, if any, shall be limited as to amount and yield in such manner that the PFA Bonds shall not be arbitrage bonds within the meaning of Section 148 of the Code and any regulations thereunder. On the basis of the existing facts, estimates and circumstances, including the foregoing findings and covenants, the City hereby certifies that it is not expected that the proceeds of the Note will be used in such manner as to cause the PFA Bonds to be arbitrage bonds under Section 148 of the Code and any regulations thereunder. The Mayor and City Clerk shall furnish a certificate to the PFA embracing or based on the foregoing certification at the time of delivery of the Note to the PFA. The proceeds of the Note will likewise be used in such manner that the Note is not a private activity bond under Section 103(b) of the Code. 19.Tax-Exempt Status of the PFA Bonds; Rebate. The City with respect to the Note shall comply with requirements necessary under the Code to establish and maintain the exclusion from gross income under Section 103 of the Code of the interest on the PFA Bonds, including without limitation (a) requirements relating to temporary periods for investments, (b) limitations on amounts invested at a yield greater than the yield on the PFA Bonds, and (c) the rebate of excess investment earnings to the United States. The City covenants and agrees with the PFA and holders of the Note that the investments of proceeds of the Note, including the investment of any revenues pledged to the Note which are considered gross proceeds of the PFA Bonds under the applicable regulations, and accumulated sinking funds, if any, shall be limited as to amount and yield in such manner that the PFA Bonds shall not be arbitrage bonds within the meaning of Section 148 of the Code and any regulations thereunder. On the basis of the existing facts, estimates and circumstances, including the foregoing findings and covenants, the City hereby certifies that it is not expected that the proceeds of the Note will be used in such manner as to cause the PFA Bonds to be arbitrage bonds under Section 148 of the Code and any regulations thereunder. The Mayor and City Clerk shall furnish a certificate to the PFA embracing or based on the foregoing certification at the time of delivery of the Note to the PFA. The proceeds of the Note will likewise VIII-08 175270941v1 9 be used in such manner that the Note is not a private activity bond under Section 103(b) of the Code. 20.Not Designated as a Qualified Tax-Exempt Obligation. The City will not designate the Note as a "qualified tax exempt obligation" for purposes of Section 265(b)(3) of the Code. 21.Compliance With Reimbursement Bond Regulations. The provisions of this paragraph are intended to establish and provide for the City's compliance with United States Treasury Regulations Section 1.150-2 (the "Reimbursement Regulations") applicable to the "reimbursement proceeds" of the Note, being those portions thereof which will be used by the City to reimburse itself for any expenditure which the City paid or will have paid prior to the Closing Date (a "Reimbursement Expenditure"). The City hereby certifies and/or covenants as follows: (a)Not later than sixty days after the date of payment of a Reimbursement Expenditure, the City (or person designated to do so on behalf of the City) has made or will have made a written declaration of the City's official intent (a "Declaration") which effectively (i) states the City's reasonable expectation to reimburse itself for the payment of the Reimbursement Expenditure out of the proceeds of a subsequent borrowing; (ii) gives a general and functional description of the property, project or program to which the Declaration relates and for which the Reimbursement Expenditure is paid, or identifies a specific fund or account of the City and the general functional purpose thereof from which the Reimbursement Expenditure was to be paid (collectively the "Project"); and (iii) states the maximum principal amount of debt expected to be issued by the City for the purpose of financing the Project; provided, however, that no such Declaration shall necessarily have been made with respect to: (i) "preliminary expenditures" for the Project, defined in the Reimbursement Regulations to include engineering or architectural, surveying and soil testing expenses and similar preliminary costs, which in the aggregate do not exceed twenty percent of the "issue price" of the Note, and (ii) a de minimis amount of Reimbursement Expenditures not in excess of the lesser of $100,000 or five percent of the proceeds of the Note. (b)Each Reimbursement Expenditure is a capital expenditure or a cost of issuance of the Note or any of the other types of expenditures described in Section 1.150-2(d)(3) of the Reimbursement Regulations. (c)The "reimbursement allocation" described in the Reimbursement Regulations for each Reimbursement Expenditure shall and will be made forthwith following (but not prior to) the issuance of the Note, and not later than 18 months after the later of (i) the date of the payment of the Reimbursement Expenditure, or (ii) the date on which the Project to which the Reimbursement Expenditure relates is first placed in service, but in no event more than three years after the date of payment of the Reimbursement Expenditure. (d)Each such reimbursement allocation will be made in a writing that evidences the City's use of note proceeds to reimburse the Reimbursement Expenditure and, if made within 30 days after the Note is issued, shall be treated as made on the day the Note is issued. VIII-08 175270941v1 10 Provided, however, that the City may take action contrary to any of the foregoing covenants in this paragraph upon receipt of an opinion of its Bond Counsel for the Note stating in effect that such action will not impair the tax-exempt status of the Note. 22.Severability. If any section, paragraph or provision of this resolution shall be held to be invalid or unenforceable for any reason, the invalidity or unenforceability of such section, paragraph or provision shall not affect any of the remaining provisions of this resolution. 23.Headings. Headings in this resolution are included for convenience of reference only and are not a part hereof, and shall not limit or define the meaning of any provision hereof. The motion for the adoption of the foregoing resolution was duly seconded by member _________ and, after full discussion thereof and upon a vote being taken thereon, the following voted in favor thereof: _________________________________________________________ and the following voted against the same: _________________________________________ Whereupon the resolution was declared duly passed and adopted. VIII-08 175270941v1 11 STATE OF MINNESOTA DAKOTA AND WASHINGTON COUNTIES CITY OF HASTINGS I, the undersigned, being the duly qualified and acting City Clerk of the City of Hastings, Minnesota DO HEREBY CERTIFY that I have compared the attached and foregoing extract of minutes with the original thereof on file in my office, and that the same is a full, true and complete transcript of the minutes of a meeting of the City Council, duly called and held on the date therein indicated, insofar as such minutes relate to the $4,947,593 General Obligation Water Revenue Note of 2025B. WITNESS my hand and the City's seal on August 18, 2025. ____________________________________ City Clerk (SEAL) VIII-08 175270941v1 EXHIBIT A FORM OF NOTE UNITED STATES OF AMERICA STATE OF MINNESOTA DAKOTA AND WASHINGTON COUNTIES CITY OF HASTINGS $4,947,593 GENERAL OBLIGATION WATER REVENUE NOTE OF 2025B THE CITY OF HASTINGS, DAKOTA AND WASHINGTON COUNTIES, MINNESOTA (the "City"), certifies that it is indebted and for value received promises to pay to the Minnesota Public Facilities Authority or the registered assign, the principal sum of FOUR MILLION NINE HUNDRED FORTY SEVEN THOUSAND FIVE HUNDRED NINETY THREE DOLLARS, or so much thereof as may have been disbursed, on August 20 of the years and in the installments as follows: Year Amount Year Amount 2026 $102,593 2036 $252,000 2027 200,000 2037 259,000 2028 205,000 2038 266,000 2029 210,000 2039 273,000 2030 216,000 2040 280,000 2031 222,000 2041 288,000 2032 227,000 2042 295,000 2033 233,000 2043 303,000 2034 240,000 2044 311,000 2035 246,000 2045 319,000 and to pay interest on so much of the principal amount of the debt as may be disbursed and remains unpaid until the principal amount hereof is paid or has been provided for, at the rate of 2.647% per annum (calculated on the basis of a 360-day year of twelve 30-day months). Interest on the Note is payable semi-annually on February 20 and August 20, commencing August 20, 2026. Interest starts accruing as of the date of the initial disbursement. Principal and Interest Payments. Interest shall accrue only on the aggregate amount of this Note which has been disbursed under the Minnesota Public Facilities Authority Bond Purchase and Project Loan Agreement, dated as of August 8, 2025, by and between the City and the Minnesota Public Facilities Authority (the "PFA Loan Agreement"). The principal installments shall be paid in the amounts scheduled above even if at the time of payment the full principal amount of this Note has not been disbursed; provided that if the full principal amount of this Note is never disbursed, the amount of the principal not disbursed shall be applied to reduce each unpaid principal installment in the proportion that such installment bears to the total of all unpaid principal installments (i.e., the remaining principal payment schedule shall be reamortized to provide similarly level annual installments of total debt service payments). Interest on this Note includes amounts treated by the Minnesota Public Facilities Authority as service fees. Principal, interest and any premium due under VIII-08 175270941v1 2 this Note will be paid on each payment date by wire payment, or by check or draft mailed at least five business days prior to the payment date to the person in whose name this Note is registered, in any coin or currency of the United States of America which at the time of payment is legal tender for public and private debts. Redemption. This Note shall be subject to redemption and prepayment in whole or in part at the option of the City, subject to the written consent of the Minnesota Public Facilities Authority, or mandatorily as provided in the PFA Loan Agreement. Purpose; General Obligation. This Note has been issued pursuant to and in full conformity with the Constitution and laws of the State of Minnesota for the purpose of providing money to finance the construction of improvements to the municipal water system (the "Water System"), specifically for the construction of a new treatment plant to remove PFAS and construction of a raw water transmission line to the treatment plant, all as detailed in the Minnesota Department of Health's certification, dated June 26, 2025 (the "Project"); and is payable out of the PFA Debt Service Account of the Water Fund of the City, to which account have been pledged net revenues of the Water System. This Note constitutes a general obligation of the City, and to provide moneys for the prompt and full payment of said principal installments and interest when the same become due, the full faith, credit and taxing powers of the City have been and are hereby irrevocably pledged. Registration; Transfer. This Note shall be registered in the name of the payee on the books of the City by presenting this Note for registration to the City Clerk, who will endorse his or her name and note the date of registration opposite the name of the payee in the certificate of registration attached hereto. Thereafter this Note may be transferred to a bona fide purchaser only by delivery with an assignment duly executed by the registered owner or the registered owner's legal representative, and the City may treat the registered owner as the person exclusively entitled to exercise all the rights and powers of an owner until this Note is presented with such assignment for registration of transfer, accompanied by assurance of the nature provided by law that the assignment is genuine and effective, and until such transfer is registered on said books and noted hereon by the City Clerk. Fees Upon Transfer or Loss. The City Clerk may require payment of a sum sufficient to cover any tax or other governmental charge payable in connection with the transfer of this Note and any legal or unusual costs regarding transfers and lost notes. Bond Purchase and Project Loan Agreement. The terms and conditions of the PFA Loan Agreement are incorporated herein by reference and made a part hereof. The PFA Loan Agreement may be attached to this Note, and shall be attached to this Note if the holder of this Note is any person other than the Minnesota Public Facilities Authority. Tax-Exempt Obligation. The City intends that the interest on this Note will be excluded from gross income for United States income tax purposes or from both gross income and taxable net income for State of Minnesota income tax purposes. Not Designated as a Qualified Tax-Exempt Obligation. The City will not designate the Note as a "qualified tax exempt obligation" for purposes of Section 265(b)(3) of the Code. VIII-08 175270941v1 3 IT IS HEREBY CERTIFIED AND RECITED that all acts, conditions and things required by the Constitution and laws of the State of Minnesota to be done, to happen and to be performed, precedent to and in the issuance of this Note, have been done, have happened and have been performed, in regular and due form, time and manner as required by law; that the City has covenanted and agreed with the holder of this Note that it will impose and collect charges for the service, use and availability of and connection to the Water System at the times and in amounts necessary to produce net revenues adequate to pay all principal and interest when due on this Note; that the City will levy a direct, annual, irrepealable ad valorem tax upon all of the taxable property in the City, without limitation as to rate or amount, for the years and in amounts sufficient to pay the installments of principal and interest on this Note as they respectively become due, if the net revenues from the Water System and any other revenues irrevocably appropriated to said PFA Debt Service Account are insufficient therefor; and that this Note, together with all other debts of the City outstanding on the date hereof, being the date of its actual issuance and delivery, does not exceed any constitutional or statutory limitation of indebtedness. IN WITNESS WHEREOF, the City of Hastings, Dakota and Washington Counties, Minnesota, by its City Council has caused this Note to be executed on its behalf by the manual signatures of its Mayor and of its City Clerk, and the corporate seal of the City having been intentionally omitted as permitted by law, all as of (DO NOT DATE) , 2025. CITY OF HASTINGS, DAKOTA AND WASHINGTON COUNTIES, MINNESOTA (DO NOT SIGN) Mayor (DO NOT SIGN) City Clerk VIII-08 175270941v1 4 CERTIFICATE OF REGISTRATION CITY OF HASTINGS, MINNESOTA $4,947,593 GENERAL OBLIGATION WATER REVENUE NOTE OF 2025B The transfer of ownership of the principal amount of the attached Note may be made only by the registered owner or his, her or its legal representative last noted below. DATE OF REGISTRATION REGISTERED OWNER SIGNATURE OF CITY CLERK (DO NOT DATE) Minnesota Public Facilities Authority Saint Paul, Minnesota Federal Employer Identification No. 41-6007162 (DO NOT SIGN) VIII-08 City Council Memorandum To: Mayor Fasbender & City Council Members From: Dan Wietecha – City Administrator Date: August 18, 2025 Item: Authorize Signature of the WSB Construction Support Services for the Central WTP and Raw Watermain Projects Council Action Requested: Enclosed for City Council consideration is the WSB Amendment for Additional Services No. 1 that includes construction support services necessary for the Central WTP and Raw Watermain Projects. Background Information: The design and bidding for the Central WTP and Raw Watermain Projects was completed by WSB and this work was fully funded by the MPCA Grant Agreement for Drinking Water Planning and Design Funds for PFAS Treatment. Now that the projects are moving forward into the construction phase, support services such as observation, administration, staking, and testing are necessary to facilitate construction. Financial Impact: The estimated cost of these services is $1,270,373, which is within the total financial budget of the project. The MPCA Grant Agreement for the Central Water Treatment Plant authorized at the August 8th City Council Meeting identifies that 3M Settlement Funds will cover 90% of the construction support services for this project. The remaining costs are covered in the PFA Loan/Grant Agreement funds. Attachments: ·WSB Amendment for Additional Services No. 1 VIII-09 Amendment for Additional Services No. 1 (R-024226-000) AMENDMENT FOR ADDITIONAL SERVICES NO. 1 WSB PROJECT NO. R-024226-000 THIS AMENDMENT FOR ADDITIONAL SERVICES (AAS) No.1 to the Professional Services Agreement between the Parties dated December 5, 2023 is made and entered into August 18, 2025 (“Effective Date”),by and between WSB LLC with offices at 701 Xenia Avenue South, Suite 300, Minneapolis, MN 55416 (“Consultant”) and City of Hastings, MN, with offices at 101 E. 4th St., Hasting, Minnesota, 55033 (“Client”) for the following project: WTPs for PFAS and Nitrate Removal (“Project”)(together, the “Parties,” and each, a “Party”). RECITALS WHEREAS,the Parties have entered into a Professional Services Agreement dated December 5, 2023 in connection with the Project (the “Existing Agreement”); and WHEREAS,the Parties hereto desire to amend the Existing Agreement on the terms and subject to the conditions set forth herein. NOW THEREFORE;in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows: 1.Amendments to the Existing Agreement.The Existing Agreement is hereby amended or modified as follows: a.The Scope of Services and Compensation of the Existing Agreement is hereby amended as shown in the attached Exhibit A. The compensation for the additional services outlined above will be $1,270,373.00.The new total contract value is now $4,262,540.00. Except as expressly provided in this AAS, all of the terms and provisions of the Existing Agreement are and will remain in full force and effect and are hereby ratified and confirmed by the Parties. IN WITNESS WHEREOF;the authorized representatives of the Parties hereto have executed this AAS on the Effective Date first set forth above. WSB LLC City of Hastings, MN By:[[DocuSignSignature_2]]By:[[DocuSignSignature_1]] Name:[[DocuSignFullName_2]]Name:[[DocuSignFullName_1]] Title:[[DocuSignTitle_2]]Title:[[DocuSignTitle_1]] VIII-09 Exhibit A –Scope of AdditionalServices and Compensation Page 1 Exhibit A I.Scope of Additional Services 3. CONSTRUCTION PHASE: 3.1 Prepare and execute contract documents. 3.2 Prepare and issue Notice of Award. 3.3 Prepare and issue Notice to Proceed. 3.4 Schedule and manage the pre-construction conference, including meeting minutes. 3.5 Review shop drawings and other submittals and communicate required revisions in writing in a timely manner. 3.6 Provide construction staking. 3.7 Revise plans as needed during construction. 3.8 Provide daily construction administration and project management (about 1 hour per day for 18 months). 3.9 Provide Drinking Water Revolving Fund (DWRF) AIS/BABA and Labor Standards compliance review. 3.10 Full time WTP and Raw Watermain construction observation. 3.11 Coordinate and attend monthly construction meetings on-site with appropriate Staff. 3.12 Assist with processing partial and final payment applications.3.13 Perform final inspection and develop/manage punch list for required corrective work.3.14 Coordinate plant startup and training with City staff and document all plant startup operations including chemical feedrates, HVAC operations, dehumidification operations, emergency power operations, SCADA integration and operations, etc. 3.15 Complete as-built survey work. 3.16 Prepare and submit record drawings in an approved electronic format. 3.17 Perform construction materials testing (CMT) (see attached). 3.18 Structural (Design Tree) 3.19 Architectural (Oertel Architects) 3.20 Mechanical (Design Tree) 3.21 Electrical (Design Tree) The attached “Proposed Estimated of Hours and Fees-Construction Services”lists estimated hours and subtasks for Tasks 3.1- 3.21. II.Compensation Compensation for the additional scope of services will be rendered on an hourly basis not to exceed the amount of $1,270,373 as detailed below.The new total contract value is now $4,262,540. Original Scope of Services: 1. WATER TREATMENT PLANT NO. 1 (WTP NO. 1) Design $ 756,726 Bidding $ 39,591 Total .............................................. $ 796,317 2. WATER TREATMENT PLANT NO. 2 (WTP NO. 2) Design $ 1,064,876 Bidding $ 45,042 Total ........................................... $ 1,109,918 3. WATER TREATMENT PLANT NO. 3 (WTP NO. 3) Design $ 888,654 Bidding $ 43,076 Total .............................................. $ 931,730 4. VETERANS HOME WATER SYSTEM INTERCONNECT Design $ 138,356 Bidding $ 15,846 Total .............................................. $ 154,202 TOTAL ......................................... $2,992,167 VIII-09 Exhibit A –Scope of Additional Services and Compensation Page 2 AAS No. 1 Scope of Services: 3. CONSTRUCTION PHASE 3.1 Prepare and execute contract documents.........................................$2,1253.2 Prepare and issue Notice of Award.......................................................$9133.3 Prepare and issue Notice to Proceed....................................................$9133.4 Schedule and manage the pre-construction conference, including meeting minutes........................................................................$2,7403.5 Review shop drawings and other submittals and communicate required revisions in writing in a timely manner...................................$10,4523.6 Provide construction staking............................................................$47,7843.7 Revise plans as needed during construction..................................$27,2323.8 Provide daily construction administration and project management (about 1 hour per day for 18 months)...........................$167,6123.9 Provide Drinking Water Revolving Fund (DWRF) AIS/BABA and Labor Standards compliance review ..............................................$36,400 3.10 Full time WTP and Raw Watermain construction observation ..$687,7003.11 Coordinate and attend monthly construction meetings on-site with appropriate Staff ..............................................................................$32,088 3.12 Assist with processing partial and final payment applications...$14,4843.13 Perform final inspection and develop/manage punch list for required corrective work .........................................................................$11,8003.14 Coordinate plant startup and training with City staff and document all plant startup operations including chemical feed rates, HVAC operations, dehumidification operations, emergency power operations, SCADA integration and operations, etc.3.15 Complete as-built survey work .......................................................$20,3603.16 Prepare and submit record drawings in an approved electronic format......................................................................................$26,4363.17 Perform construction materials testing (CMT) (see attached).....$127,9803.18 Structural (Design Tree)(LUMP SUM)..............................................$7,250 3.19 Architectural (Oertel Architects)(LUMP SUM)................................$8,7903.20 Mechanical (Design Tree)(LUMP SUM)...........................................$6,9003.21 Electrical (Design Tree)(LUMP SUM).............................................$23,230 TOTAL.....................................$1,270,373 III.Assumptions –Construction Materials Testing: 1.All fabrications shops are certified and therefore no plant or shop inspections would be required. 2.Testing of nonstructural concrete toppings will not be required. 3.No air infiltration testing, or water penetration testing will be required on windows, doors, or barriers. 4.We assume grout testing can be conducted with cardboard prism forms. 5.Rebar inspections will be performed immediately prior to concrete placement and additional trips will not be required. VIII-09 Pr i n c i p a l / S e n i o r Pr o c e s s E n g i n e e r (S t e v e N e l s o n ) Pr o j e c t M a n a g e r / Co n s t r u c t i o n O b s e r v e r (J o n C h r i s t e n s e n ) Pr o c e s s E n g i n e e r (M i c h a e l B o u r l a n d ) Sr . P r o j e c t M a n a g e r (J o h n L a p o i n t e ) Gr a d u a t e E n g i n e e r (S m i t a J a d h a v ) Le a d D e s i g n Te c h n i c i a n (W i l l S c o f i e l d ) Le a d C i v i l E n g i n e e r (J u s t i n M e s s n e r ) Ci v i l G r a d u a t e En g i n e e r (J u s t i n B a b c o c k ) Ci v i l D e s i g n T e c h n i c i a n (J a s o n K i s e r ) Ci v i l C o n s t r u c t i o n Ob s e r v e r (J o r y T a l b e r g ) Wa t e r R e s o u r c e s En g i n e e r (K e n d r a F a l l o n ) Wa t e r R e s o u r c e s Gr a d u a t e E n g i n e e r (B r e n n a n E l l i s ) En v i r o n m e n t a l Co m p l i a n c e S p e c i a l i s t (K o r y B o n n e l l ) Tw o P e r s o n Su r v e y C r e w Su r v e y C o o r d i n a t o r (J i m B a r i c h ) La b o r C o m p l i a n c e Of f i c e A d m i n . Te c h n i c i a n (J e n C r o f t ) Total Hours 3 CONSTRUCTION PHASE 3.1 Prepare and execute contract documents.1 2 2 8 13 $2,125 3.2 Prepare and issue Notice of Award.1 2 2 5 $913 3.3 Prepare and issue Notice to Proceed.1 2 2 5 $913 3.4 Schedule and manage the pre-construction conference, including meeting minutes.4 4 2 2 12 $2,740 3.5 Review shop drawings and other submittals and communicate required revisions in writing in a timely manner.4 40 2 4 50 $10,452 3.6 Provide construction staking.4 170 10 184 $47,784 3.7 Revise plans as needed during construction.4 24 16 60 4 24 24 4 160 $27,232 3.8 Provide daily construction administration and project management (about 1 hour per day for 18 months).200 400 40 40 80 4 8 40 812 $167,612 3.9 Provide Drinking Water Revolving Fund (DWRF) AIS/BABA and Labor Standards compliance review.40 254 294 $36,400 3.10 Full time WTP and Raw Watermain construction observation.2,630 960 3,590 $687,700 3.11 Coordinate and attend monthly construction meetings on-site with appropriate Staff.40 40 16 16 16 16 144 $32,088 3.12 Assist with processing partial and final payment applications.4 40 4 40 88 $14,484 3.13 Perform final inspection and develop/manage punch list for required corrective work.4 40 4 8 2 58 $11,800 3.14 Coordinate plant startup and training with City staff and document all plant startup operations including chemical feed rates, HVAC operations, dehumidification operations, emergency power operations, SCADA integration and operations, etc.8 40 60 4 112 $20,360 3.15 Complete as-built survey work.4 24 28 $7,184 3.16 Prepare and submit record drawings in an approved electronic format.2 16 8 40 8 16 40 20 2 4 156 $26,436 3.17 Perform construction materials testing (CMT).ATTACHED $127,980 3.18 Structural (Design Tree)LUMP SUM $7,250 3.19 Architectural (Oertel Architects)LUMP SUM $8,790 3.20 Mechanical (Design Tree)LUMP SUM $6,900 3.21 Electrical (Design Tree)LUMP SUM $23,230 Task 3 - Total WSB Staff Estimated Hours and Total Phase Fee 273 2888 440 56 100 100 82 154 64 980 4 14 0 194 10 254 98 5,711 $1,270,373 273 2888 440 56 100 100 82 154 64 980 4 14 0 194 10 254 98 5,711 2025 Hourly Billing Rate $273 $206 $190 $206 $148 $148 $264 $148 $173 $152 $195 $129 $171 $265 $191 $120 $114 $74,529 $594,928 $83,600 $11,536 $14,800 $14,800 $21,648 $22,792 $11,072 $148,960 $780 $1,806 $0 $51,410 $1,910 $30,480 $11,172 $1,270,373 Central Water Treatment Plant and Raw Watermain for PFAS and Nitrate Removal Proposed Estimate of Hours and Fees Construction Services City of Hastings, Minnesota Total Estimated Hours Total Fee by Labor Classification Total Proposed Fee (Construction) G:\GROUP DATA\WaterWastewater\Proposals\Hastings\PFAS and Nitrate WTPs and Vets Home\Hastings WTPs and Vets Home Construction Services Proposed Fees VIII-09 CMT Unit Hourly or Unit Cost Total Unit Cost CMT03 18.00 hours 135.00$ 2,430.00$ 6 trips at 3.00 hours each CMT02 87.50 hours 110.00$ 9,625.00$ 35 trips at 2.50 hours each 3510 72 tests 40.00$ 2,880.00$ 25 tests 4 tests 10 tests 30 tests 3 tests 3500 3 tests 55.00$ 165.00$ 3 tests CMT04 7.0 hours 150.00$ 1,050.00$ 2 trips at 3.50 hours each CMT01 6.00 hours 95.00$ 570.00$ 3 trips at 2.00 hours each 2160 46 trips 60.00$ 2,760.00$ 3025 3 tests 165.00$ 495.00$ 1 tests 1 tests 1 tests 3260 5 tests 165.00$ 825.00$ 1 tests 1 tests 3 tests Subtotal 20,800.00$ 9762 5.00 hours 320.00$ 1,600.00$ 2 trips at 2.50 hours each CMT01 4.00 hours 95.00$ 380.00$ 2 trips at 2.00 hours each 2160 4 trips 60.00$ 240.00$ on slab subbase on trench backfill Excavation Observations Compaction Testing of Fill and Backfill Nuclear Density Testing Dynamic Cone Penetrometer (DCP) on structural backfill on granular borrow on subgrade on retaining wall backfill Laboratory Testing on aggregate base Test Rolling on structural backfill Sieve Analysis through no. 200 Sieve Field Testing Construction Materials Testing Estimate of Costs City of Hastings Water Treatment Plant - Central R-024226-000 July 20, 2025 Service Description Estimated Units Aggregate and Soils Standard Proctor on structural backfill on granular borrow Trip Charge Sample Pick Up on aggregate base on granular borrow Field Testing Sample Pick Up 2-Man Coring Crew Trip Charge Asphalt Pavements VIII-09 4080 4 tests 65.00$ 260.00$ 4090 2 tests 650.00$ 1,300.00$ Subtotal 3,780.00$ CMT03 35.00 hours 135.00$ 4,725.00$ Footings 10 trips at 1.00 hours each Walls 10 trips at 1.00 hours each Columns 10 trips at 1.00 hours each Slabs 5 trips at 1.00 hours each 2160 0 trips 60.00$ -$ Subtotal 4,725.00$ CMT02 100.00 hours 110.00$ 11,000.00$ Footings 10 pours at 2.50 hours each Walls 10 pours at 2.50 hours each Columns 10 pours at 2.50 hours each Slabs 5 pours at 2.50 hours each Exterior 5 pours at 2.50 hours each 2114 4 days 295.00$ 1,180.00$ CMT04 12.00 hours 150.00$ 1,800.00$ 4 trips at 3.00 hours each CMT01 48.00 hours 95.00$ 4,560.00$ 24 trips at 2.00 hours each 2160 68 trips 60.00$ 4,080.00$ 2040 160 cylinders 40.00$ 6,400.00$ 40 sets at 4 cylinders each Subtotal 29,020.00$ CMT03 24.00 hours 135.00$ 3,240.00$ 6 trips at 4.00 hours each CMT01 8.00 hours 95.00$ 760.00$ 4 trips at 2.00 hours each 2160 10 trips 60.00$ 600.00$ 2050 12 tests 40.00$ 480.00$ 4 tests with 3 samples each 2055 16 tests 60.00$ 960.00$ 4 tests with 4 samples each 2070 12 tests 185.00$ 2,220.00$ 4 tests with 3 samples each Subtotal 8,260.00$ CMT03 18.00 hours 135.00$ 2,430.00$ 6 trips at 3.00 hours each 2160 6 trips 60.00$ 360.00$ Subtotal 2,790.00$ Field Testing MnDOT Gyratory Mix Properties Concrete Floor Flatness/Levelness - Equipment Rental Floor Flatness/Levelness Testing Testing of Concrete Trip Charge Masonry Observations and Testing Core Thickness and Density Testing Laboratory Testing Compressive Strength Testing of Grout Prisms Concrete Reinforcement Observations Concrete Reinforcement Compressive Strength Testing of Mortar Trip Charge Adhesive Anchors Field - Inspection & Observation Trip Charge Trip Charge Masonry Sample Pick Up Compressive Strength Testing of CMU Blocks Sample Pickup Masonry Field Testing Laboratory Testing Concrete Curing and Compressive Strength Testing Laboratory Testing VIII-09 CMT04 90.00 hours 150.00$ 13,500.00$ 15 trips at 6.00 hours each 2160 15 trips 60.00$ 900.00$ Subtotal 14,400.00$ CMT04 20.00 hours 150.00$ 3,000.00$ 8 trips at 2.50 hours each 2160 8 trips 60.00$ 480.00$ Subtotal 3,480.00$ CMT80 10.00 hours 215.00$ 2,150.00$ CMT70 40.00 hours 175.00$ 7,000.00$ CMT90 1.00 hours 95.00$ 95.00$ CMT80 1.00 hours 275.00$ 275.00$ Subtotal 9,520.00$ 20,800.00$ 3,780.00$ 4,725.00$ 29,020.00$ 8,260.00$ 2,790.00$ 14,400.00$ 3,480.00$ 9,520.00$ 96,775.00$ Princilpal Engineer Structural Steel Estimated Total Asphalt Pavements Concrete Reinforcement Concrete Masonry Aggregate and Soils Trip Charge Project Assistant Project Administrator Adhesive Anchors Waterproofing Project Engineer/Manager Project Supervision, Review and Management Project Supervision, Review and Management Inspection and Testing Project Summary Field - Inspection and Testing Waterproofing Thickness Testing and Inspection Trip Charge Assumptions 1. All fabrications shops are certified and therefore no plant or shop inspections would be required. 2. Testing of nonstructural concrete toppings will not be required. 3. No air infiltration testing, or water penetration testing will be required on windows, doors, or barriers. 4. We assume grout testing can be conducted with cardboard prism forms. 5. Rebar inspections will be performed immediately prior to concrete placement and additional trips will not be required. Structural Steel VIII-09 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3025 Aggregate Base Random Sampling:> 250 CY (CV) or 500 Tons and < 2000 CY (CV) or 4000 Tons. Material is a minimum of one lot. Test two random samples from each lot and average.> 2000 CY (CV) or 4000 Tons. Divide into lots with lot size no greater than 2000 CY (CV) or 40 4400 T 4 5 $165.00 $660.00 $825.00 WSB Unit Test Type/Material Minimum Required Testing Rate Major Soil Types Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3260 Proctor Test 1 / Major soil type. Additionally, one for each granular material, if using specified density.SubgradeTrench Backfill 5 7 $250.00 $1,250.00 $1,750.00 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3500 Aggregate Base 1 DCP tests per 500 CY (CV) or 1 per 1000 Tons.If test rolled, 1 test / 1,500 CY (CV) or 3000 Tons.4400 T 5 7 $55.00 $275.00 $385.00 3510 Structures and Longitudinal Trenches (Sidewalk/Trails/Watermain/Storm Sewer/Sanitary Sewer/Retaining Walls): 1 test per 500 feet of each structure length per every 2 feet of fill. Watermain: 4495 LF (27)Storm Sewer: 790 LF (7)34 43 $40.00 $1,360.00 $1,720.00 3510 Subgrade Preparation: 1 test per 25 road stations.100% proctor density 44 RDST 2 3 $40.00 $80.00 $120.00 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3250 Aggregate Base 1 / 1,000 CY up to 10 maximum.For Quality Compaction: Test as directed by Engineer.4400 T ~ 2420 CY 3 3 $20.00 $60.00 $60.00 3250 Subgrade Preparation 1 per 25 Road StationsFor Quality Compaction: Test as directed by Engineer.44 RDST 2 2 $20.00 $40.00 $40.00 WSB Unit Test Type/Material Minimum Required Testing Rate Number of Sources Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 4030 Aggregate BaseRecycled/Salvaged/ReclaimedBitumen content At the discretion of the Engineer.Imported 0 1 $190.00 $0.00 $190.00 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 2040 Concrete Testing 1 / 100 CY / mix type / day(1 set of 4 cylinders)*Field Cure Cylinders = Additional. Casted Upon Request* 4" Walk: 14 CY6" Walk: 15 CYB618: 290 CYB624: 22 CY6" Driveway: 82 CY7" Valley Gutter: 6 CY 8 13 $160.00 $1,280.00 $2,080.00 Total Minimum Cost for Section $190.00 Total Probable Cost for Section Total Minimum Cost for Section $0.00 Aggregate Quality Non-Granular Materials $660.00 $825.00 $1,750.00 Total Probable Cost for Section $2,225.00 $1,715.00 $100.00 $100.00 Compaction Testing - Nuclear Density Gauge and Dynamic Cone Penetrometer Proctor Test Moisture Content Test $1,250.00 Central Water Treatment plant - Raw Watermain Gradation Testing Total Minimum Cost for Section Total Probable Cost for Section City of Hastings R-024226-000 Construction Materials Testing Estimate of Costs (2024 SALT) Total Probable Cost for Section Total Minimum Cost for Section $1,280.00 Total Minimum Cost for Section Total Probable Cost for Section Concrete Testing Total Minimum Cost for Section Total Probable Cost for Section $2,080.00 VIII-09 WSB Unit Test Type/Material Minimum Required Testing Rate Quantity of Material Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 4090 Verification Testing - MnDOT Gyratory Mix Properties 1 / mix type / day 2 3 $650.00 $1,300.00 $1,950.00 4080 Compaction / Density Testing Per Project Special Provisions 7 7 $65.00 $455.00 $455.00 WSB Unit Test Type/Material Minimum Required Testing Rate Number of Sources Minimum Tests Probable Tests Cost Per Test Minimum Cost Probable Cost 3253 Topsoil Material - Gradation, Hydrometer, Organic Content, pH As directed by the Engineer Loam Topsoil Borrow820 CY 0 1 $415.00 $0.00 $415.00 WSB Unit Project Charges Rate ($)Quantity CMT02 Field Technician Time 110 87.5 2140 Trip Charge 80 53 $6,760.00 $9,990.00 CMT01 Sample Pick-Up Time 95 36 CMT90 Project Administration 95 2 CMT70 Project Assistant 175 14 CMT80 Project Engineer 215 6 $1,290.00 $9,625.00 $3,420.00 $190.00 Subtotal Bituminous Testing Total Minimum Cost for Section $1,755.00 9.5W(3,C): 1910 T12.5NW(3,B): 1200 T Small Quantity:4," 9.5W93,C): 115 T3" Walk: 11 T Total Estimated Minimum Cost $27,975.00 Total Estimated Probable Cost $31,205.00 $2,450.00 Miscellaneous Testing Total Minimum Cost for Section $0.00 Total Probable Cost for Section $415.00 Total Probable Cost for Section $2,405.00 Field and Overhead Subtotal $21,215.00 Testing Subtotal(minimum-probable)$6,760.00 - $9,990.00 $4,240.00 VIII-09 City Council Memorandum To:Mayor Fasbender & City Councilmembers From:Dan Wietecha,City Administrator Date:August 18, 2025 Item:2026 LELS Local No. 249 Union Contract Council Action Requested: Approve the 2026 union contract for Law Enforcement Labor Services, Inc.Local No. 249 Officers). Background Information: It is recommended that the Council approve the 2026 collective bargaining agreement for the LELS Local No. 249 union. The contract term is for January 1, 2026 –December 31, 2026. Proposed changes include: •3.5% cost of living adjustment on January 1, 2026,as well as a market rate adjustment. •Increase uniform allowance. •Clarify severance language. •Extend instructor pay to include Standard Field Sobriety Testing training. •Continue existing MOUs. All other provisions of the contract will remain unchanged. Financial Impact: Wage adjustments and uniform allowance are included in the proposed 2026 budget. Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: Law Enforcement Labor Services, Inc.Local No. 249 Collective Bargaining Agreement VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 VIII-10 MEMORANDUM OF UNDERSTANDING Lateral Transfer This Memorandum of Understanding (MOU)is entered into by the City of Hastings (“City”)and Law Enforcement Labor Services,Inc.(LELS),Local No.249 for the purpose of defining lateral transfer language. WHEREAS,LELS is the exclusive representative for the bargaining unit comprised of patrol officers for the City of Hastings Police Department; WHEREAS,the City and LELS are parties to a Collective Bargaining Agreement in effect January I , 2024 through December 31,2025 and continuing by operation of law; NOW,THEREFORE,BE IT RESOLVED,that the parties hereto agree as follows: 1.A current licensed peace officer with at least one year of full-time experience may laterally transfer and start at the wage step commensurate with verified patrol experience,as defined in the collective bargaining agreement. 2.All new lateral hires shall receive a bank of 24 hours of sick time and 24 hours of vacation time at the time of hire. 3.All new lateral hires shall accrue vacation commensurate with verified patrol experience. Vacation carry over maximums shall reflect verified patrol experience. 4.Upon approval by City Council,recent lateral hires will be placed at the wage step and vacation accrual commensurate with verified patrol experience.No retroactive wages or vacation accrual will be applied. 5.None of these actions impact seniority or longevity standards in place. Effective this day of August 2025. City of Hastings: Approved by Hastings City Council Mary Fasbender,Mayor Dan Wietecha,City Administrator Kelly Murtaugh,City Clerk Chad Worden,Business Agent itthew Green,Union Steward LELS,Local No.249: Approved by LELS Membership Karter Gorney,Union Steward VIII-11 City Council Memorandum To:Mayor Fasbender and City Council From:Alex Menke, Economic Development Coordinator Date:August 18, 2025 Item:Arts Event Grant Program Application Approval –River Valley Community Orchestra Council Action(s)Requested: 1)Adopt Resolution approving grant funding for River Valley Band Community Orchestra. A simple majority is necessary for action. History River Valley Community Orchestra has applied for the newly created Arts Event Grant Program, seeking funding assistance to put on a Halloween-themed concert on October 26th. The funds will be used to pay for auditorium rental fees, director fees, music scores, and publicity. Budget The Applicant estimates that both concerts will cost a total of $2,145. The grant would fund up to half of that, with a maximum of $1,000.00. These funds would come out of the Arts and Culture Commission’s budget. Commission Discussion At the August 13th meeting of the Arts and Culture Commission, the application was reviewed and discussed, with the Commission recommending approval by the Council on a 5-0 vote in the affirmative. Commissioner Kapping abstained from the vote given her being a member of River Valley Community Orchestra, and Commissioner Read abstained from the vote due to a conflict of interest with his spouse serving as the Chair of the River Valley Community Orchestra. Attachments -Resolution –Arts Event Grant Program –River Valley Community Orchestra -Arts Event Grant Program Application –River Valley Community Orchestra VIII-12 This instrument drafted by: City of Hastings 101 East 4thStreet Hastings, MN 55033 HASTINGS CITY COUNCIL RESOLUTION NO.______ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS APPROVING ARTS EVENT GRANT PROGRAM GRANT FOR RIVER VALLEY COMMUNITY ORCHESTRA WHEREAS, On May 5th, 2025 Hastings City Council adopted an Arts Event Grant Program; and WHEREAS, an application was received from Cheryl Read, representing River Valley Community Orchestra (“Applicant”)to support one concert event planned for the year 2025; and WHEREAS, the total eligible expenses for the proposed events have a projected cost of $2,145.00 (“Expected Cost”); and WHEREAS, the City recognizes that there may be changes in the Expected Cost and the final cost (“Final Event Cost”); and WHEREAS, the Arts Event Grant Program requires a 1:1 match of private dollars to any grant dollars provided by the City up to the maximum amount allowed by the City; and WHEREAS, grant dollars shall be disbursed in a reimbursement fashion once the Applicant has completed each event; and WHEREAS, the Applicant shall submit receipts for reimbursement within (3) three months of the latest event dates or face forfeiture of the grant funds in their entirety unless an extension is requested and approved by the City; and NOW THEREFORE BE IT RESOLVED, That the City Council of the City of Hastings approves of an arts event program grant to River Valley Community Orchestra in the amount of one-half of the Final Event Cost up to a maximum of $1,000. ADOPTED BY THE HASTINGS CITY COUNCIL THIS 18TH DAY OF AUGUST 2025. Mary Fasbender, Mayor Kelly Murtaugh, City Clerk VIII-12 Cultural Event Grant Program City of Hastings Arts and Culture Commission PROGRAM INFORMATION,GUIDELINES AND APPLICATION INSTRUCTIONS City of Hastings 101 4th Street East,Hastings,MN 55033 T:651-480-2350 www.hastingsmn.gov VIII-12 HASTINGS ARTS AND CULTURE COMMISSION CULTURAL EVENT GRANT PROGRAM PROGRAM INFORMATION,GUIDELINES AND APPLICATION INSTRUCTIONS SECTION 1:GENERAL PROVISIONS A.Purpose To create a more robust community within the City,the Cultural Event Grant Program (CEGP) enables cultural groups to be able to host more,or add to existing,events in Hastings. B.Funding Amount The Arts and Culture Commission has budgeted $3,000 for this program.This is a matching grant which requires the Applicant to provide $1.00 of additional funding for every $1.00 of grant funding.The maximum amount of any singular grant award from this program will be $1,000. C.Number of Grants Each Applicant is eligible for one grant per calendar year.An Applicant is defined as each individual organization.Grants will be awarded on a first come first serve basis. SECTION 2:ELIGIBILITY CONSIDERATIONS A.Applicants Eligibility for the Cultural Event Grant Program shall be limited to non-profit organizations with a mission of promoting and preserving cultural heritage. B.Eligible Use of Funds a.Reserving locations/spaces b.Paying entertainers/artists c.Purchasing supplies d.Purchasing marketing materials e.Acquiring City permits (if necessary) C.Timing of Project Expenses The event must be held in the calendar year when the grant was rewarded,if an event is unable to be held within the same year the Applicant can request a one-year extension for consideration/approval by the Arts and Culture Commission and City Council D.Location of Event The event must be located within Hastings’city limits and be available to the public to attend. SECTION 3:APPLICATION PROCEDURES A.Preliminary Discussion VIII-12 Prior to submission of an application,the potential applicant shall discuss with staff the proposed event and program requirements. B.Application Format Applicants shall submit a CEGP application package consisting of the following:a.Completed CEGP Application form b.Cost estimates/quotes for expenses for the event c.Event description including location,dates/times,and ticket costs (if applicable) d.Completed W9 form (required for fund disbursement) C.Application Submittal The completed application and all required attachments shall be submitted to: Alex Menke,Economic Development Coordinator 101 4th Street East Hastings,MN 55033 amenke@hastingsmn.gov Please note,acceptance of applications is subject to the availability of CEGP dollars. SECTION 4:REVIEW PROCESS A.Staff Review Staff shall review the application for completeness and verification that the proposed project meets the standards and eligibility requirements of the program.Once an application is deemed complete,Staff will schedule the grant application for review by the Arts and Culture Commission.The Arts and Culture Commission meets on the second Wednesday of every month. B.City Compliance All projects must follow City codes and obtain city permits as needed. C.Formal Review The Arts and Culture Commission will meet to formally review the application with staff recommendations.Applicants are encouraged to attend the meeting(s)to provide additional information and/or answer any questions from committee members.The Commission will vote on whether to recommend approval or denial by the City Council. D.Notice of Award/Denial of Application If the application is approved by the Arts and Culture Commission,and the City Council votes to approve the application,City Staff will notify the Applicant.The Grant Application shall serve as the grant agreement. SECTION 5:DISTRIBUTION OF FUNDS TO APPROVED APPLICANTS A.Evidence of Expenditures and Disbursement of Funds This is a grant program.Applicants that are selected will receive the full amount of their requested funding.Applicants must provide documentation that the funds are being used for the event specified in the application.Any unused funds are to be returned to the Arts and Culture Commission.Applicants shall submit to the Commission the necessary documentation including but not limited to a copy of the invoices and receipts for the items surrounding the event for which VIII-12 the grant was approved. SECTION 6:PROJECT &GRANT CLOSURE REQUIREMENTS A.Project Closeout The Applicant will be required to provide photos of the event directly to the Arts and Culture Commission and list the City of Hastings Arts and Culture Commission as a financial contributor. VIII-12 HASTINGS ARTS AND CULTURE COMMISSION CULTURAL EVENT GRANT PROGRAM APPLICATION SECTION 1:GROUP CONTACT INFORMATION Organization Name:River Valley Community Orchestra (RVCO),an ensemble under the fiscal sponsorship of the Friends of the Hastings Arts Center,a non-profit organization Organization Description:A community orchestra based in Hastings and composed of musicians primarily from the MN/WI St.Croix-Mississippi River Valley area Organization Site Address:Hastings Arts Center,216 4th St.E.,Hastings,MN,55033 Primary Application Contact Person:Cheryl Read,RVCO Chair Primary Contact Person Phone:763-228-9071 Primary Contact Person Email:rivervalleyco.mn@gmail.com Secondary Contact Person:Kathy Sommer,RVCO Finance Committee Secondary Contact Person Email:rivervalleyco.mn@gmail.com SECTION 2:PROJECT OVERVIEW Proposed Event Date:Sunday,October 26,2025 Event Site Reservation:$740 Hastings High School Auditorium rental &fees Rehearsal Site Reservation:$420 Hastings High School Orchestra Room rental,7 rehearsals at $60 each Insurance:$80 Entertainer/Artist Fees:$500 Conductor Materials: $255 Music $150 Publicity &Programs Total Costs:$2145 SECTION 3:PROJECT DESCRIPTION Please provide a brief summary of the proposed event and how it will contribute to creating a more robust community: The RVCO will perform the following Halloween-inspired musical selections for a concert in late October: ●Curse of the Rosin Eating Zombies from Outer Space ●March to the Scaffold ●Midnight at the Mausoleum ●In the Hall of the Mountain King ●Highlights from Harry Potter ●Selections from Phantom of the Opera VIII-12 ●This is Halloween from A Nightmare Before Christmas The concert will also feature readings and visual elements from artists local to the Hastings area. The concert will be free,open to the public,and advertised online,in public schools,community meeting and gathering places,and by word-of-mouth.RVCO’s goal is to attract people of all ages to our concerts in order to expose them to orchestral music,which many in our area have not had an opportunity to experience in person.We believe orchestral music has the ability to entertain and inspire people in a unique way and stir positive emotions,which increase the potential for spreading kindness and joy in the community. Please describe how these funds will impact your event. These funds will be immensely helpful in assisting RVCO,a brand new organization in Hastings,in paying the increased rental fee for using spaces in the Hastings Public Schools,as our initial funding source will be musician membership dues.This grant award will also help RVCO in motivating businesses and community members to donate matching funds,and in supporting our mission to bring the joy of making and listening to orchestral music to the greater River Valley Community. SECTION 4:AGREEMENT I/We certify that all information provided in this application (and its attachments)is true and correct to the best of my/our knowledge.I/We agree to provide any additional information as may be requested by the City of Hastings and Arts and Culture Commission. APPLICATION SIGNATURE: PRINTED NAME &TITLE:Cheryl Read,RVCO Chair DATE:31 July 2025 SECTION 6:NOTICES OF DATA PRACTICES Notice of Data Practices THE MINNESOTA DATA PRACTICESACT requires that we inform you of your rights about the private data we are requestingon this form.Private data is available to you,but notto the public.We are requesting this data to determine your eligibility for a permit from the City of Hastings.Providing the data may disclose information that could cause your application to be denied.You are not legally required to providethe data;however,refusing supply thedata may causeyour permit not to be processed.Under MS 270.72,the City of Hastings is required to provide the Minnesota Department of Revenue your MN Tax ID Number orSocial Security Number.This information may be used to deny the issuance,renewal or transfer of your license if you owe the Minnesota Department of Revenue delinquent taxes,penalties, or interest.The Department of Revenue may supply information to the Internal Revenue Service.In addition,this data canbe shared by Hastings CityStaff,the State of Minnesota Driver License Section,Dakota County Auditor,Bureau of Criminal Apprehension,andDakotaCounty Warrant Office.Your signature on this application indicates you understandthese rights.Yourresidence address and telephone number will be considered public data unless you request this information to be privateandprovideanalternateaddressandtelephonenumber.Please sign below to indicate you haveread this notice: Signature _____________________________________________________Date:31 July 2025 I request that my residence address and telephone number be considered private data.My alternative business address and telephone number are as follows: Address __________________________________________Phone Number ___________________ VIII-12 City Council Memorandum To:Mayor Fasbender and City Council From:Alex Menke, Economic Development Coordinator Date:August 18, 2025 Item:Arts Event Grant Program Application Approval –River Valley Chorale Council Action(s)Requested: 1)Adopt Resolution approving grant funding for River Valley Chorale. A simple majority is necessary for action. History River Valley Chorale has applied for the newly created Arts Event Grant Program, seeking funding assistance to put on one concert in 2025. This concert is scheduled for December 14th. The funds will be used to pay for auditorium rental fees, director fees, music scores, and publicity. Budget The Applicant estimates that both concerts will cost a total of $3,842.50. The grant would fund up to half of that, with a maximum of $1,000.00. These funds would come out of the Arts and Culture Commission’s budget. Commission Discussion At the August 13th meeting of the Arts and Culture Commission, the application was reviewed and discussed, with the Commission recommending approval by the Council on a 6-0 vote in the affirmative. Commissioner McCoy abstained from the vote given his position on the Board for River Valley Chorale. Attachments -Resolution –Arts Event Grant Program –River Valley Chorale -Arts Event Grant Program Application –River Valley Chorale VIII-13 This instrument drafted by: City of Hastings 101 East 4thStreet Hastings, MN 55033 HASTINGS CITY COUNCIL RESOLUTION NO.______ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS APPROVING ARTS EVENT GRANT PROGRAM GRANT FOR RIVER VALLEY CHORALE WHEREAS, On May 5th, 2025 Hastings City Council adopted an Arts Event Grant Program; and WHEREAS, an application was received from Kathy Warren, representing River Valley Chorale (“Applicant”)to support one concert event planned for the year 2025; and WHEREAS, the total eligible expenses for the proposed events have a projected cost of $3,842.50 (“Expected Cost”); and WHEREAS, the City recognizes that there may be changes in the Expected Cost and the final cost (“Final Event Cost”); and WHEREAS, the Arts Event Grant Program requires a 1:1 match of private dollars to any grant dollars provided by the City up to the maximum amount allowed by the City; and WHEREAS, grant dollars shall be disbursed in a reimbursement fashion once the Applicant has completed each event; and WHEREAS, the Applicant shall submit receipts for reimbursement within (3) three months of the latest event dates or face forfeiture of the grant funds in their entirety unless an extension is requested and approved by the City; and NOW THEREFORE BE IT RESOLVED, That the City Council of the City of Hastings approves of an arts event program grant to River Valley Chorale in the amount of one-half of the Final Event Cost up to a maximum of $1,000. ADOPTED BY THE HASTINGS CITY COUNCIL THIS 18TH DAY OF AUGUST 2025. Mary Fasbender, Mayor Kelly Murtaugh, City Clerk VIII-13 HASTINGS ARTS AND CULTURE COMMISSION ARTS EVENT GRANT PROGRAM APPLICATION SECTION 1:GROUP CONTACT INFORMATION Organization Name: Organization Description: Organization Site Address: City / State /Zip: Primary Application Contact Person(s): Primary Contact Person(s)Phone: Primary Contact Person(s)Email: Secondary Contact Person Phone (if applicable): Secondary Contact Person Email (if applicable): SECTION 2: PROJECT OVERVIEW Proposed Event Date: Site Reservation:$ Entertainer/Artist Fees:$ Materials: $ Other (attach description)$ Total Costs $ SECTION 3: PROJECT DESCRIPTION Please provide a brief summary of the proposed event and how it will contribute to the arts community in the City River Valley Chorale Hastings Community Choir, open to High School students and adults Hastings, MN 55033 Kathy Warren kwarrenhms@gmail.com ryanmccoy24@gmail.com 1112.50 2730 3842.50 1807 Market Blvd #140, Hastings, MN 55033 (651) 503-3098 (651) 592-4035 December 14, 2025 The funds from this grant will help the River Valley Chorale pay for music and rental space for our winter concert on Sunday, December 14, 2025. Receiving these funds will allow us to keep our yearly membership dues for our choir members from being raised, thereby ensuring that ﬁnances do not become a barrier to participation. It also allows us to maintain concerts that are free to the public rather than charging admission. The choir and our concerts have been incredibly successful both in terms of membership, impact, and community support. The choir had a ﬁrst-season membership of over 70 people and high concert attendance. Hastings has a strong tradition of choral music excellence, and the ensemble has given our residents VIII-13 VIII-13 River Valley Chorale:Arts Event Grant Program Proposal Event:River Valley Chorale Winter Concert - Sunday, December 14, 2025 at 2pm. Rehearsals held at Hastings Middle School and Hastings High School, with a performance held at Hastings High School. The concert is presented by RVC with collaboration from River Valley Band and River Valley Community Orchestra, featuring songs of winter and holiday celebrations. The concert is free to attend for the public. Site Reservation: Hastings Community Education has increased their rental rates, effective June 2025. RVC is classiﬁed as a Class III group. The rental rates are below. The choir will have 11 rehearsals in a music room (2.5 hrs each) for a total of 27.5 hours, costing $550. They will also use the HHS auditorium for one dress rehearsal and performance, totaling 5.5 hours, costing $412.50. There is a custodial overtime charge for the concert date of $50 per hour, meaning a $150 charge. The total rental cost for the winter concert is $1112.50. Materials: The choir will have 11-12 pieces in their winter concert. A single choral octavo (piece of music) can cost as little as $2.50 or as much as $4.00, averaging a per piece cost of $3.25. Planning for an ensemble of comparable size to last year, we will need 70 octavos for each song done. With 11-12 songs being performed, that gives us a cost range for music of $2502.50 to $2730. This does not include the cost of instrumentation packages for the instrumentalists playing with us, which can cost an additional $20-$60 per song package. Summary: If the River Valley Chorale were to receive this grant, it would cover approximately one-third of the the cost for our winter concert and would help us greatly in keeping the ensemble affordable for our membership and our concerts free for our audiences. Thank you for considering our application. VIII-13 VIII-13 City Council Memorandum To: Mayor Fasbender & City Councilmembers From: John Hinzman, Community Development Director Date: August 18, 2025 Item: Accept Resignation: Planning Commissioner Bryce LeBrun City Council Action Requested: Accept the resignation of Bryce LeBrun from the Planning Commission. Background Information: Bryce has served on the Planning Commission since 2022. His thoughtful leadership and dedication to the Commission will be missed. Financial Impact: N\A Advisory Commission Discussion: N\A Council Commission Discussion: N\A Attachments: N\A VIII-14 City Council Memorandum To:Mayor Fasbender & City Councilmembers From:John Hinzman, Community Development Director Date:August 18, 2025 Item:Appoint Planning Commissioner –Nicole DePalma Council Action Requested: The City Council is asked to make the following appointment to the Planning Commission: •Nicole DePalma of 735 West 6th Street to the Planning Commission from 8/18/25 to 12/31/25. The appointment fills the vacancy created by Bryce LeBrun’s departure. Commissioners are eligible to serve a total of three, two year terms.Action requires a simple majority of City Council. Background Information: In April, 2025 candidates were interviewed for the position by Planning Committee Chair Lawrence, Planning Commission Chair Messina, and Community Development Director Hinzman.The interview panel recommends the selection of Ms. DePalma. Please see the attached application for further information. Financial Impact: N\A Advisory Commission Discussion: N\A Council Committee Discussion: N\A Attachments: •Advisory Commission Application VIII-15 Commission (Please indicate your interest) Questions? Contact 651-480-2350 or the person (s) below Charter Dan Wietecha dwietecha@hastingsmn.gov Hastings Economic Development & Redevelopment Authority John Hinzman(HEDRA)Jhinzman@hastingsmn.gov Heritage Preservation Commission Justin Fortney (HPC)Jfortney@hastingsmn.gov Parks & Recreation Chris Jenkins(PRC)Cjenkins@hastingsmn.gov Planning John Hinzman (PC) Jhinzman@hastingsmn.gov Public Safety David Wilske (PSAC)dwilske@hastingsmn.gov Kelly Murtaugh kmurtaugh@hastingsmn.gov Other/ no Preference Dan Wietecha Dwietecha@hastingsmn.gov To help us have a better understanding of your interests and background,we ask for some general information.Please complete and sign the application. Name Address Day Phone Evening Phone E-mail Arts & Culture Commission Advisory Commission Interest Form The City of Hastings encourages active participation of its residents.City Advisory Commissions are a way in which residents can take a participatory involvement in the planning, development, and preservation of our growing and historical community.Thank you for your interest in serving on an advisory commission.Information about these opportunities is available on the City’s website at www.hastingsmn.gov/commissions. VIII-15 City of Hastings Page 2 of2 AdvisoryCommission InterestForm SupplementalInformation Employer: Occupation: Please return to:City of Hastings City Use 101 Fourth Street East OR via email to the Date Received: Hastings,MN 55033 Commission contact Forwarded to: §31.36 PUBLICDISCLOSURE. (A)Eachpublic official ofthe City of Hastings shall fileforpublicrecord in theoffice of theCity Clerk,a swornstatement inaform approved bytheCity Counciland which must contain,ata minimum,thefollowinginformation: (1)The namesofallbusinesses,corporations,companies,firms,partnerships,orother business enterprises,doingbusiness with or inthe CityofHastings,in whichthe public officialis connected theretoas anemployee,owner,director,officer,adviser,orconsultant,orin whichthepublic officialhasacontinuing financialinterest,through ownershipofstock orasa beneficiaryof any pensionorretirementplan; (2)Adescription of all parcelsofrealproperty,otherthan propertyoccupied bythe public officialas apersonalresidence, in which the publicofficialhas anyinterest,includingthe rightto occupyany such property;and (3)The interestofa spouse,orminorchildor other member of theimmediatehousehold of anypublic officialshallbe consideredan interestofthe public officialfor purposes of filingthe statementrequired. (B)Eachpersonwho becomesapublicofficial shall,within30 days afterassumingthe officeor position,file apublicdisclosure required by this section. (1)Followinganinitialfiling,the informationonthatfilingshallremain ineffectand all public officials willcontinueto attestto its truth.Within 30 daysof anychangetothe information on theinitialfilingandfollowinganyreappointmentorreelection,allpublicofficials shall fileanew swornstatement with theCity Clerk.Citystaff members coveredunder thisprovisionshallfill outan initialfilingand shall thereaftercomplete anyamendedfilings within30days of anychangeto theinformation on the initial filing oratleastevery4 years,inthe years inwhich theMayorandatlarge Councilmemberseats are up forelection,whichevercomes first.(Am.Ord.511,passed4-5-2004) (2)This subchaptershall notbe construed to requirethefilingofanyinformationrelating to anyperson’sconnectionwithany professionalsocietyoranycharitable,religious,social,fraternal,recreational,civilor politicalorganization oranysimilarorganizationnot conductedasa business enterprise. (3)The CityAdministrator shall inform eachpersonwho isrequiredto fileastatement,the timeand placeforfiling,andshall furnish eachsuch personwitha copyofthissubchapterand the requiredstatement form.TheCity Administrator shall inform theCity Council when anyperson,who is requiredto fileastatement,fails to file the statement ina timelymanner.(Prior Code,§2.81) Please share why you are interested in becoming involved with a City commission. What experience would you bring to the C ommission? VIII-15 City Council Memorandum To: Mayor Fasbender & City Councilmembers From:Emily King, Deputy City Clerk Date: August 18, 2025 Item:Approve Hastings Social, LLC dba Hastings Tavern Outdoor Entertainment Application with Liquor License Amendment Council Action Requested: Adopt the attached resolution for an outdoor entertainment application with liquor license amendment for Hastings Social, LLC dba Hastings Tavern. Background Information: Brandon Sigmundik of Hastings Social, LLC dba Hastings Tavern & Alley Cat Liquor, 111 3rd Street East, submitted an outdoor entertainment application with liquor license amendment application for Saturday, August 23, 2025 from 10:00 a.m.to 8:00 p.m. The liquor license amendment allows liquor to be served within the confines of the fenced area of the rear parking lot of Alley Cat Liquor. Staff reviewed the application and recommended approval of the event subject to the following conditions: •Access and exit points from the alcohol service area must be staffed with security personnel at all times during service hours. •Staff/security are to wear recognized shirts to distinguish them as employees and security. •Security personnel are expected to immediately report to the Hastings Police Department any traffic safety issues, disorderly conduct, or criminal behavior that may affect the safety of the event organizers, attendees, or the surrounding community. •Access in alley between Sibley Street and Vermillion Street are accessible at all times for emergency access. •Alcoholic beverages may not be permitted outside of the designated/fenced area. •Handicap parking stall and path to liquor store entrance must be accessible. •The business shall not place any advertisements, signage, or promotional materials on the City- owned fence located across 3rd Street E. from the establishment. Financial Impact: N/A Advisory Commission Discussion: N/A Council Committee Discussion: N/A Attachments: •Resolution VIII-16 CITY OF HASTINGS DAKOTA COUNTY, MINNESOTA RESOLUTION ____________ RESOLUTION APPROVING OUTDOOR ENTERTAINMENT APPLICATION WITH LIQUOR LICENSE AMENDMENT FOR AN EVENT HOSTED BY HASTINGS SOCIAL, LLC DBA HASTINGS TAVERN WHEREAS, Mr. Brandon Sigmundik, on behalf of Hastings Social LLC, dba Hastings Tavern, 111 3rd Street East, presented an application to the City of Hastings for an outdoor entertainment application with a liquor license amendment to serve liquor within the confines of a fenced area on Saturday, August 23, 2025 from 10:00 a.m.to 8:00 p.m. WHEREAS,approval is contingent upon the City receiving the required insurance documents; and WHEREAS,the request is subject to the following conditions; •Access and exit points from the alcohol service area must be staffed with security personnel at all times during service hours. •Staff/security are to wear recognized shirts to distinguish them as employees and security. •Security personnel are expected to immediately report to the Hastings Police Department any traffic safety issues, disorderly conduct, or criminal behavior that may affect the safety of the event organizers, attendees, or the surrounding community. •Access in alley between Sibley Street and Vermillion Street are accessible at all times for emergency access. •Alcoholic beverages may not be permitted outside of the designated/fenced area. •Handicap parking stall and path to liquor store entrance must be accessible. •The business shall not place any advertisements, signage, or promotional materials on the City-owned fence located across 3rd Street E. from the establishment. NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Hastings, Minnesota that the Outdoor Entertainment application with a liquor license amendment for Hastings Social LLC, dba Hastings Tavern is approved. ADOPTED BY THE CITY COUNCIL OF THE CITY OF HASTINGS, MINNESOTA THIS 18th DAY OF NOVEMBER 2025. ATTEST: _____________________________ Mary D. Fasbender, Mayor ____________________________ Kelly Murtaugh, City Clerk VIII-16 City Council Memorandum To:Mayor Fasbender and City Council From:John Hinzman, Community Development Director Date:August 18, 2025 Item:Resolution: Denial of Special Use Permit (SUP) for Retail Cannabis –Leonard McQuen, Kailua Cultivation -1304 Vermillion St Council Action Requested: Consider adoption of the attached resolution establishing findings of fact for the denial of a Special Use Permit (SUP) for cannabis retail sales to Leonard McQuen, Kailua Cultivation on property located at 1304 Vermillion Street. Approval requires a simple majority of Council. The City Council voted to deny the permit at the August 4, 2025. The application does not meet the 500’ minimum setback requirement from a residential treatment facility as prescribed in City Code. Advisory Commission Review: The Planning Commission voted 7-0 to recommend approval of the request as presented at the July 28, 2025 meeting. Community Development Intern, Amelia Thibault provided a summary of the staff report. During public hearing Stephen Weik asked if the number of retail cannabis permits will increase. Public hearing closed with no further comments. Commissioners discussed the location of the retail space and the existing low potency cannabis permit held by the business next door, which would need to cease. Special Use Permit (SUP) Determination Certain activities within zoning districts are identified as “Special Uses” requiring issuance of a Special Use Permit (SUP) prior to operation. The Planning Commission must hold a public hearing and provide a recommendation to the City Council on the issuance of a SUP. SUP’s may be approved subject to the establishment of conditions and safeguards as appropriate under the zoning code. SUP’s may be denied when the use is determined not to be in harmony with the purpose and intent of the Zoning Code. Specific written reasons for the denial must be adopted to support the denial. Written reasons for denial must relate to the inability to establish conditions to ensure protection of public health, safety or general welfare. Attachments: •Resolution for Denial VIII-17 HASTINGS CITY COUNCIL RESOLUTION NO._________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS DENYING A SPECIAL USE PERMIT FOR THE RETAIL SALE OF CANNABIS AT 1304 VERMILLION STREET FOR LENONARD McQUEN, KAILUA CULTIVATION WHEREAS, Leonard McQuen, Kailua Cultivation,has applied for a Special Use Permit for the retail sales of cannabis on property owned by Invest Group (“SUP”), located at 1304 Vermillion St, PID 19-77300-05-121, and legally described as The South 6 feet of Lot 10, and Lot 11, and the North 30 feet of Lot 12, all in Block 5, TRIPPS ADDITION, Dakota County Minnesota (“Property”); and WHEREAS, on July 28, 2025, the Hastings Planning Commission held a public hearing and recommended approval of the SUP on the Property, as presented,based on compliance with the City Code; and WHEREAS, on August 4, 2025, the City staff advised the City Council,that after further review, the proposed retail sale of cannabis does not comply with the 500-foot minimum distance requirement from a residential treatment facility, which is required in Section 155.07.J.5 of the City Code,and recommended denial of the SUP on the Property; WHEREAS, the City Council reviewed the request and concurs with the recommendation of City staff. NOW,THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: The City Council hereby denies the SUP for the retail sale of cannabis on the Property based on the following: 1)The location is less than 500 feet from a residential treatment facility, as measured from the facility to the use. Adopted by the Hastings City Council on August 18, 2025. _________________________________ Mary Fasbender, Mayor ATTEST: ___________________________ Kelly Murtaugh City Clerk VIII-17 City Council Memorandum To: Mayor Fasbender & City Council Members From: Chris Eitemiller, Finance Manager and Ashley DeBernardi, Assistant Finance Manager Date: August 18, 2025 Item: 2025 2nd Quarter Financial Report Council Action Requested:Review and approve the attached second quarter financial report. Background Information:The second quarter financial report is a quarterly update of 2025 activity through June 30, 2025. Consistent with past practice, some numbers in the report are adjusted to take into consideration the effects of year-end accruals and year- to-year allocation differences. Detail of the City’s investments holdings is provided in Appendix A. Financial Impact:N/A Advisory Commission Discussion:N/A Council Committee Discussion:N/A Attachments: 2025 2nd Quarter Financials Appendix A – 2025 Investment Holdings as of June 30, 2025 VIII-18 2025 2nd Quarter Financial Update 2 | P a g e 2025 2nd Quarter Financial Update Governmental Funds General Fund General Fund Revenue Summary: The largest source of revenue is property tax levy. The General Fund’s revenues are lower than usual at this time of year because the City had not received the tax settlement by the end of June. Our investments continue to perform well in the second quarter this year. Public Works-Engineering charges a fee for engineering work related to the annual street project in the fall. Because that has not yet been charged, Engineering shows at just 3% of budgeted revenue. Public Works-Streets has state aid payments for summer street maintenance and construction budgeted but not yet charged. Building Inspection fees have slowed from recent years. At this time, it’s possible the department will not meet budgeted revenues for 2025. Looking forward to 2026, these revenues have been reduced for the proposed 2026 budget. VIII-18 2025 2nd Quarter Financial Update 3 | P a g e General Fund Expense Summary: Most of the General Fund Departments do not have any budget concerns at this point in the year. Facilities at this point in the year shows as being well over budget. This is due to the City Hall renovation project. Once final costs are completed later this year, a budget adjustment will be made. Variances from the typical mid-year spending pattern are largely due to capital or supplies purchases that are expected to be close to budget by year-end. VIII-18 2025 2nd Quarter Financial Update 4 | P a g e Parks - Fund 200 Income through June looked to be behind budget. However July tax settlements have improved the forecasted revenue to the point that this fund should be at or near budget. Expenditures look on target at 44% of budget spent at the mid-point during the year. VIII-18 2025 2nd Quarter Financial Update 5 | P a g e Aquatic Center – Fund 201 Similar to fund 200, when accounting for July tax receipts, this fund’s revenues look likely to meet 2026 budget. This fund will expend the bulk of its budget by the end of August. VIII-18 2025 2nd Quarter Financial Update 6 | P a g e Arena – Fund 202 The Arena upgrade project, including a new refrigeration system is driving capital outlay spending beyond the adopted budget. In 2024, there was $5.4 million of bond proceeds credited to this fund. These resources, currently in this funds’ reserves will fund 2025 spending for this project. As costs are costs are finalized later this year, a budget amendment will be completed to reflect actual figures. VIII-18 2025 2nd Quarter Financial Update 7 | P a g e Fire & Ambulance – Fund 213 Fire & Ambulance Revenue Summary: Ambulance revenues improved in 2024 from recent years, and are trending still higher in 2025. Other Fire/EMS revenues are trending well and overall the department appears on track to meet the overall revenue budget. Fire & Ambulance Expense Summary: Fire expense is on track to meet budget or possibly be slightly below budget. Most of the Capital Outlay budget has already been spent, so the spending trend for the remainder of the year, should be less than through June. VIII-18 2025 2nd Quarter Financial Update 8 | P a g e Enterprise Funds The Enterprise funds consist of our three utility funds and the hydro plant. Water – Fund 600 Water revenue is steady with 20% collected as of June 30th. State grant reimbursement for water treatment plant design accounts for over $1.1 million of overall revenues. This is related to PFAS mitigation efforts. Expenses are ahead of trend through June largely because of capital spending. Land purchase expenses for the site of the first water treatment plant have driven services spending over mid-year projections. VIII-18 2025 2nd Quarter Financial Update 9 | P a g e Sewer – Fund 601 The sewer revenue is also steady at 31% collected since June 30th. Expense is in line with the budget. Capital outlay expects a large increase in the second half of the year. Storm Water – Fund 603 The storm water fund revenue in line with the other utilities. Approved Capital Outlay spending is beyond mid-year projections, and is expected to stay within budget for the full year. Therefore, spending for this fund should be within budget. VIII-18 2025 2nd Quarter Financial Update 10 | P a g e Hydro – Fund 620 The City continues to assess the long-term viability of the Hydro Plant. There have been discussions about possibly selling the plant. City-Wide Debt Service Debt Service expenditures are as anticipated. The principal payment due date is February 1st; all principal payments were made as of the end of the first quarter. Interest payments are made on February 1st as well as August 1st. VIII-18 2025 2nd Quarter Financial Update 11 | P a g e Transfers 2025 Transfers Quarterly transfers are made for administrative charges, internal funding, and savings needs. Transfers posted for 2nd quarter of 2025 were all budgeted transfers or budgeted use of stabilization funds. VIII-18 2025 2nd Quarter Financial Update 12 | P a g e Cash and Investments Balances Cash balances fluctuate throughout the year based on planned spending, receipt of fund revenues and the timing of property tax payments. The cash balance within a fund can be one indicator of the health of the fund. FUND DESCRIPTION June 30, 2025 June 30, 2025 General Fund 4,341,907 7,552,809 Parks (138,360) 369,593 Aquatic Center 416,672 648,982 Arena 3,704,052 988,715 Cable TV 102,735 98,040 Cable Access 42,691 45,568 Heritage Preservation 100,646 121,417 Fire & Ambulance (714,584) (336,729) LeDuc Historical Estate Operations 89,144 71,862 Police Reserves 39,375 49,077 DUI Enforcement & Forfeitures 53,877 60,744 Parks Capital Projects 581,721 207,875 Budget Stabilization Fund 364,064 46,481 TIF 3 Guardian Angels (099) 40,908 19,877 HEDRA 834,881 357,837 TIF 4 Downtown Redevelopment (007) (21,288) (21,288) TIF 7 Hudson Sprayers 42,647 103,067 TIF 8 Schoolhouse Square 38,368 19,720 TIF 9 Block 28 Flats On Third (31,937) (42,628) Capital Projects Fund 0 2,105,930 Debt Redemption 910,957 1,891,667 2022 Cold Storage Building (101,108) (64,383) 2016A GO TIF (quasi refunding) Bonds 78,226 128,083 2014 GO Improvement Bonds (38,643) (259,050) 2015 GO Improvement Bonds 33,240 (14,382) 2016 GO Improvement Bonds 25,748 10,045 2017 GO Improvement Bonds 37,980 38,001 2018 GO Improvement Bonds (116,827) (116,827) 2019 GO Improvement Bonds 747,530 (54,470) 2020 GO Improvement Bonds 385,926 400,652 2021 GO Improvement Bonds 245,161 238,961 2022 GO Improvement Bonds 427,448 560,503 2023 GO Improvement Bonds 163,061 75,170 2024 GO Improvement Bonds 0 568,103 Water 4,058,247 3,892,607 Wastewater 1,963,906 2,087,968 Storm Water 2,052,025 2,354,313 Hydro Electric 576,776 354,655 Retiree Health 262,950 157,187 Compensated Absences 358,849 590,054 Vehicle Revolving Fund 708,288 1,032,265 Insurance Fund 771,269 1,056,021 Escrow -Dev/Eng/TIF-HRA 451,575 380,341 Ruth Doffing Trust Fund-Library 89,797 98,086 C. Simmons Trust 218,958 245,706 C. Simmons Residuary (10,126) 217.04 VIII-18 2025 2nd Quarter Financial Update 13 | P a g e Investments The City’s total investment portfolio was valued at $36,294,160 as of June 30, 2025. Allocation of the City’s portfolio is as follows. Additional details are available in Appendix A. VIII-18 2025 2nd Quarter Financial Update 14 | P a g e Appendix A – Investment Holdings Detail of Certificate of Deposits and Share Certificates, Asset-Backed Securities, and Municipal Securities VIII-18 2025 2nd Quarter Financial Update 15 | P a g e Additional Information Further detail of the information presented here may be obtained by contacting the Finance Department. The Finance Manager may be reached for questions at 651-480-2347 or CEitemiller@hastingsmn.gov. The Assistant Finance Manager may be reached at 651-480-2354 or ADeBernardi@hastingsmn.gov. VIII-18 CITY OF HASTINGS STRATEGIC PLAN REPORT 2nd Quarter 2025 VIII-19 Strategic Priority Desired Outcome 2 Expanded revenue base Responsible use of debt Spending aligned with growth demands Increase in revenues by fund Increase in revenue sources Debt as percentage of General Fund revenues Operating budget increase CPI annual change Tax base growth increase 10% non-tax revenue increase (above growth) 2024-2027 Maintain compliance with City debt policy Debt financing plan developed by 12/2024 Operating budget increases limited to CPI + growth adjustment annually Key Outcome Indicator Target Strategic Initiatives Financial Resilience A financially sound organization Operational Effectiveness An organization that delivers results Responsive Community Development Development that meets present and future needs Infrastructure Sustainability Infrastructure that supports our community Strategic Communication A transparent, responsive government Staff capacity to meet service demands % of authorized staffing levels achieved All departments meet authorized staffing levels by 7/2024 Improved core service delivery # of core processes improved % improvement in processes 10% improvement in each department's core process by 12/2027 Improved workforce capabilities % of training requirements met # of credentials achieved 100% of employees meet minimum training requirements by 12/2024 Develop recruitment plans - all departments Process improvement program Develop organizational training plan 1. 2. 3. Alternative revenue analysis Asset management funding strategy (debt financing is within this) Budgeting system evaluation 1. 2. 3. Clarity regarding housing supply needs Successful development of opportunity sites Strategic Park investments determined Housing units available by demographic segment Housing demand by demographic segment Block 28 completion Block 1 completion Investment analysis completed Housing supply needs for all demographic segments determined by 12/2026 Block 28 completed by 12/2027 Block 1 completed by 12/2027 Park strategic investment analysis completed by 6/2024 Housing needs analysis Opportunity site development strategy Complete Vets Park and Arena projects, including economic investment analysis 1. 2. 3. Improved water treatment capacity Successful completion of outsdie agency projects Expanded asset management capability Completed water system improvements Highway 61 rebuild targets met WWTP construction targets met Asset management plan developed Funding options identified Key water system improvements completed by 12/2027 Highway 61 completed by 6/2028 WWTP completed by 12/2028 Comprehensive asset management plan developed and funding strategy proposed by 2026 Develop asset management plan Implement water system expansion plan WWTP construction plan Highway 61 construction plan 1. 2. 3. 4. Improved collaborative relationships Improved media communication and relationship Enhanced community engagement Partner satisfaction rating # of one-on-one meetings with local media # of reporting inaccuracies Improvements in external responsiveness Increases in inquiries via technology >90% of partners report improved collaborative relationship 2024-2027 Increase in one-on-one communications with local media from 2024 to 2027 Community engagement via expanded communicationsoptions increases 10% 2024- 2027 Comprehensive communication Plan Collaboration improvement plan Community engagement strategy 1. 2. 3. City of Hastings Strategic Plan FY 2024-2027 | August 2023 STRATEGIC PLAN SUMMARY 2024-2027 City of Hastings VIII-19 Reference Page 2 for the full plan summary. Progress toward strategic priorities and initiatives will be reported quarterly. Internal plan timelines will not require movement in all areas each quarter. Legend: Data Planning Deliverables Understandingthe QuarterlyReport Initiative Status: Future Start On Track Delayed Complete VIII-19 Strategic Priority: Financial Resilience Strategic Initiative: Alternative Revenue Analysis Identifying potential non-tax revenue sources may allow the city to minimize dependence on the tax levy. A number of non-tax revenue sources were explored with the City Council. The Council approved increasing park dedication fees with annual increases through 2027. The city has applied for and received grant funding. The city has re-allocated some costs from tax levy to utility rates. 100% complete Strategic Initiative: Asset Management Funding Strategy Developing a solid asset management funding strategy will allow the city to do long- range planning for funding capital equipment and capital improvement projects. Strategic Initiative: Budgeting System Evaluation Initiative delayed The city annually reviews its debt service for compliance with financial policies. Debt service levy is currently 10.9% of property tax levy (policy limit is 20%). 100% complete VIII-19 Strategic Priority: Operational Effectiveness Strategic Initiative: Develop Organizational Training Plan Important staff training and reporting have been decentralized and lack organizational consistency. The objective is to develop a centralized organizational training plan and tracking for all employees to ensure consistency and compliance. Employees have completed 100 percent of scheduled trainings for 2024. Safety Committee received 2025 funding for OSHA- required materials for city buildings. 100% complete Strategic Initiative: Develop Recruitment Plans for all Departments Filling staff vacancies has become more challenging and hiring tends to be reactive. Developing recruitment plans that can be deployed as needs arise through attrition or expansion will enable the city to be more effective in the hiring process. Strategic Initiative: Process Improvement Program Begins in 2025. Will determine improvement targets for review at fall Council workshop. All approved vacant positions remain filled. Recruitment plans for 2025 anticipated staffing needs in place. 100% complete VIII-19 Opportunity Site Development Strategy – Block 28 All tenants have vacated 418 Vermillion St. Environmental and geotechnical assessments are underway. Highway 61 delays may impact development. 95% complete Strategic Priority: Responsive Community Development Strategic Initiative: Opportunity Site Development Strategy Developing plans for growing business along Highway 61 and downtown includes purchasing properties. Strategic Initiative: Housing Needs Analysis Strategic Initiative: Complete Vets Park and Arena projects, including economic investment analysis. City parks and recreation amenities can drive economic growth in cities. Two parks in Hastings offer possibilities for expanded economic impact. Vets Park lease is in discussion with the State. The Arena project is 100% complete. 70% complete Opportunity Site Development Strategy – Block 1 Met Council Wastewater Treatment plans are delayed beyond 2027, due to a change in strategy, and outside of the scope of this current strategic plan timeframe. 15% complete A housing needs assessment has been conducted by Bowen National Research and was presented to the City Council on April 21st. Clarify housing supply needs by demographic. 100% complete VIII-19 Construction to begin on the Central Water Treatment Plant in September 2025. Bonding requests were submitted for the Eastern and Western WTPs for 2026. Proposed budget for 2026 includes construction of Well No. 9. 50% completed. Strategic Priority: Infrastructure Sustainability Strategic Initiative: Implement Water System Expansion Plan The city needs to design and build three water treatment plants (WTP) to mitigate PFAS. Strategic Initiative: Develop Asset Management Plan Delayed - may be rolled into financial asset management strategy. Strategic Initiative: Wastewater Treatment Plant Construction Plan Met Council Environmental Services seeks to move the current Wastewater Treatment Plant from downtown in order to more effectively serve the development of the southeast metro. Following a study, MCES will flow wastewater to a regional facility for treatment. A new treatment plant will not be located in Hastings. Strategic Initiative: Highway 61 Construction Plan MnDot and the City of Hastings will reconstruct Highway 61 through Hastings, beginning in 2028 to accommodate growing traffic and development. MnDOT anticipating RFP for preliminary design for fall 2025. A business council is being formed with the Chamber and the DBA to enhance project communication and partnerships. 25% complete VIII-19 Presented Strategic Communications plan to departments for review and feedback. 100% complete Strategic Priority: Strategic Communication Strategic Initiative: Comprehensive Communication Plan A transparent, responsive government helps build trust wtih our stakeholders and allows us to meet their preferences for communications. A comprehensive plan takes all audiences and tools into account and presents a cohesive brand. Strategic Initiative: Develop a Collaboration Improvement Plan Begins in 2025. Clarity is needed on this initiative. Strategic Initiative: Community Engagement Strategy Technology enhancements allow organizations to engage in two-way communications with their diverse audiences/customers. A strategy to use the most effective communications platforms is essential to driving community engagement. Contracted with GovStack to begin web redesign. Soft launch of the new site will be in mid-December 2025, with additional content to be added the subsequent 6-12 months. 35% complete. VIII-19 City Council Memorandum To: Mayor Fasbender & City Council Members From: Ryan Stempski – Public Works Director Date: August 18, 2025 Item: Contract Award for the Central Water Treatment Plant – Raw Watermain Project COUNCIL ACTION REQUESTED Council is requested to adopt the attached resolution to award a contract for the Central Water Treatment Plant – Raw Watermain Project. BACKGROUND INFORMATION The City received five bids for this project on June 25, 2025. A summary of the bids is listed below. Bidder Total Base Bid Alternate 1 Bid Alternate 2 Bid A-1 Excavating, LLC $2,575,575.00 $584,508.00 $484,182.00 Ryan Contracting Co.$2,758,285.00 $567,060.00 $501,630.00 S.M. Hentges & Sons, Inc.$2,864,942.50 $486,363.00 $580,146.00 Pember Companies, Inc.$2,861,440.00 $629,327.55 $504,574.35 BCM Construction, Inc.$2,887,463.33 $630,461.67 $521,411.67 The low base bid from A-1 Excavating, LLC came in 11% under the engineer’s estimate, which was $2,893,545.00. The alternate bids were obtained for pricing of two separate pipe materials to complete the directional drilling. This construction bid positions the project to fall within the funding dedicated to the overall Central Water Treatment Plant. A-1 Excavating, LLC has completed several successful utility projects in Hastings and has the experience and expertise to complete the work. STAFF RECOMMENDATION Staff is recommending that the City Council move forward in adopting the attached resolution awarding the contract to A-1 Excavating, LLC, in the base bid plus Alternate #2 (HDPE DR 11 material) amount of $3,059,757.00 Please refer to the attached award recommendation letter. ATTACHMENTS Resolution Receiving Bids and Awarding Contract Award Recommendation Letter from WSB IX-01 CITY OF HASTINGS DAKOTA COUNTY,MINNESOTA RESOLUTION NO. RESOLUTION RECEIVING BIDS AND AWARDING CONTRACT FOR THE CENTRAL WATER TREATMENT PLANT – RAW WATERMAIN PROJECT WHEREAS, pursuant to an advertisement for bids for the Central Water Treatment Plant – Raw Watermain project, bids were opened on June 25, 2025, and tabulated according to law, and the following bids were received: Bidder Total Base Bid Alternate 1 Bid Alternate 2 Bid A-1 Excavating, LLC $2,575,575.00 $584,508.00 $484,182.00 Ryan Contracting Co.$2,758,285.00 $567,060.00 $501,630.00 S.M. Hentges & Sons, Inc.$2,864,942.50 $486,363.00 $580,146.00 Pember Companies, Inc.$2,861,440.00 $629,327.55 $504,574.35 BCM Construction, Inc.$2,887,463.33 $630,461.67 $521,411.67 and WHEREAS, the Alternate Bids were obtained to receive pricing on two different pipe materials on the directional drilling portion of the project, and WHEREAS, it is recommended that the contract be awarded the Base Bid plus Alternate #2, and WHEREAS, Alternate #2 includes directional drilling HDPE DR 11 pipe, and WHEREAS, it appears that A-1 Excavating, LLC is the lowest responsible bidder. NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: 1.The Mayor and Clerk are hereby authorized and directed to enter a contract with A-1 Excavating, LLC 2.The total amount of the contract is hereby declared to be $3,059,757.00. ADOPTED BY THE CITY COUNCIL OF HASTINGS, MINNESOTA, THIS 18TH DAY OF AUGUST 2025. Ayes: Nays: Mary D. Fasbender, Mayor ATTEST: Kelly Murtaugh, City Clerk SEAL IX-01 \\gvfiles01\projects\024226-000\Admin\Construction Admin\Well 7 Raw Watermain\024226-000 LOR 062525.docx 17 8 E 9 T H S T R E E T | SU I T E 2 0 0 | SA I N T P A U L , M N | 55 1 0 1 | 65 1 . 2 8 6 . 8 4 5 0 | WS B E N G . C O M June 25, 2025 Honorable Mayor and City CouncilCity of HastingsEngineering Department1225 Progress Drive Hastings, MN 55033 Re:Central Water Treatment Plant – Raw Watermain Project City of HastingsWSB Project No. 024226-000 Dear Mayor and Council Members: Bids were received for the above-referenced project on Wednesday, June 25, 2025,and were opened and read aloud. Five bids were received.The bids were checked for mathematical accuracy.Please find enclosed the bid summary indicating the low bid as submitted by A-1 Excavating LLC, Bloomer, WI in the amount of $2,575,575.00.The Base Bid Engineer’s Estimate was $2,893,545.00. In addition to the base bid, the contractor gave prices for two alternates. The cost by A-1 Excavating LLLC for these alternates were as follows: Alternate 1 – PVC C900 DR 18 (Directional Drill) $584,508.00 Alternate 2 – HDPE DR 11 (Directional Drill) $484,182.00 We recommend that the City Council consider these bids and award a contract for the base bid plus alternate #2 in the amount of $3,059,757.00. Sincerely, WSB Justin Messner, PE Director of Municipal Services Attachments jsc IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Line # Item # Description Units Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LS 1 $124,200.00 $124,200.00 $322,050.00 $322,050.00 $150,000.00 $150,000.00 $90,265.00 $90,265.00 2 2101.502 CLEARING EACH 9 $350.00 $3,150.00 $1,000.00 $9,000.00 $900.00 $8,100.00 $1,300.00 $11,700.00 3 2101.502 GRUBBING EACH 11 $350.00 $3,850.00 $1,000.00 $11,000.00 $600.00 $6,600.00 $675.00 $7,425.00 4 2104.502 REMOVE BOLLARDS EACH 3 $100.00 $300.00 $200.00 $600.00 $400.00 $1,200.00 $85.00 $255.00 5 2104.502 REMOVE CASTING EACH 3 $250.00 $750.00 $200.00 $600.00 $200.00 $600.00 $120.00 $360.00 6 2104.502 SALVAGE LIGHTING UNIT EACH 1 $500.00 $500.00 $1,500.00 $1,500.00 $2,000.00 $2,000.00 $1,270.00 $1,270.00 7 2104.502 SALVAGE SIGN EACH 5 $100.00 $500.00 $55.00 $275.00 $100.00 $500.00 $50.00 $250.00 8 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 4300 $4.00 $17,200.00 $3.00 $12,900.00 $2.00 $8,600.00 $2.10 $9,030.00 9 2104.503 REMOVE CURB & GUTTER L F 5250 $7.00 $36,750.00 $4.00 $21,000.00 $4.00 $21,000.00 $5.30 $27,825.00 10 2104.503 SALVAGE FENCE L F 50 $10.00 $500.00 $33.00 $1,650.00 $50.00 $2,500.00 $30.00 $1,500.00 11 2104.503 REMOVE AND REPLACE CURB AND GUTTER L F 300 $40.00 $12,000.00 $65.00 $19,500.00 $35.00 $10,500.00 $64.00 $19,200.00 12 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 410 $23.00 $9,430.00 $10.00 $4,100.00 $10.00 $4,100.00 $21.80 $8,938.00 13 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 100 $16.00 $1,600.00 $9.00 $900.00 $9.00 $900.00 $16.50 $1,650.00 14 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 9300 $12.00 $111,600.00 $5.00 $46,500.00 $5.00 $46,500.00 $4.60 $42,780.00 15 2104.518 REMOVE BITUMINOUS WALK S F 370 $5.00 $1,850.00 $1.00 $370.00 $1.00 $370.00 $1.30 $481.00 16 2104.518 REMOVE CONCRETE WALK S F 1600 $6.00 $9,600.00 $1.00 $1,600.00 $1.00 $1,600.00 $2.40 $3,840.00 17 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 18 2104.618 SALVAGE BRICK PAVERS S F 200 $10.00 $2,000.00 $4.00 $800.00 $20.00 $4,000.00 $10.00 $2,000.00 19 2106.507 EXCAVATION - COMMON (P)C Y 3600 $35.00 $126,000.00 $29.00 $104,400.00 $20.00 $72,000.00 $32.60 $117,360.00 20 2112.519 SUBGRADE PREPARATION RDST 44 $500.00 $22,000.00 $500.00 $22,000.00 $500.00 $22,000.00 $260.00 $11,440.00 21 2123.61 STREET SWEEPER (WITH PICKUP BROOM)HOUR 100 $150.00 $15,000.00 $160.00 $16,000.00 $140.00 $14,000.00 $180.00 $18,000.00 22 2123.61 1.5 CU YD BACKHOE HOUR 40 $200.00 $8,000.00 $200.00 $8,000.00 $175.00 $7,000.00 $280.00 $11,200.00 23 2211.509 AGGREGATE BASE CLASS 5 (P)TON 4400 $32.00 $140,800.00 $29.00 $127,600.00 $15.00 $66,000.00 $31.00 $136,400.00 24 2232.504 MILL BITUMINOUS SURFACE S Y 5500 $5.00 $27,500.00 $3.50 $19,250.00 $3.00 $16,500.00 $2.60 $14,300.00 25 2331.603 JOINT ADHESIVE L F 9800 $1.00 $9,800.00 $0.75 $7,350.00 $1.00 $9,800.00 $0.70 $6,860.00 26 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1500 $4.00 $6,000.00 $1.00 $1,500.00 $0.01 $15.00 $1.05 $1,575.00 27 2360.504 TYPE SP 9.5 WEAR CRS MIX(3,C)4.0" THICK S Y 500 $45.00 $22,500.00 $55.00 $27,500.00 $60.00 $30,000.00 $87.55 $43,775.00 28 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON 1910 $120.00 $229,200.00 $87.00 $166,170.00 $82.00 $156,620.00 $87.00 $166,170.00 29 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3,B)TON 1200 $100.00 $120,000.00 $85.00 $102,000.00 $80.00 $96,000.00 $84.85 $101,820.00 30 2504.601 IRRIGATION SYSTEM REPAIR LS 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 31 2504.602 ADJUST GATE VALVE & BOX EACH 9 $500.00 $4,500.00 $275.00 $2,475.00 $800.00 $7,200.00 $305.00 $2,745.00 32 2506.502 ADJUST FRAME & RING CASTING EACH 28 $650.00 $18,200.00 $850.00 $23,800.00 $800.00 $22,400.00 $1,240.00 $34,720.00 33 2506.602 REPLACE EXISTING STORM SEWER CASTINGS SPECIAL EACH 3 $1,000.00 $3,000.00 $1,530.00 $4,590.00 $2,000.00 $6,000.00 $2,100.00 $6,300.00 34 2506.602 CASTING ASSEMBLY SPECIAL EACH 2 $250.00 $500.00 $500.00 $1,000.00 $2,000.00 $4,000.00 $280.00 $560.00 35 2521.518 4" CONCRETE WALK S F 1110 $10.00 $11,100.00 $10.00 $11,100.00 $10.00 $11,100.00 $11.20 $12,432.00 36 2521.518 6" CONCRETE WALK S F 800 $15.00 $12,000.00 $10.25 $8,200.00 $13.00 $10,400.00 $15.35 $12,280.00 37 2521.518 3" BITUMINOUS WALK S F 540 $5.00 $2,700.00 $7.00 $3,780.00 $8.00 $4,320.00 $9.20 $4,968.00 38 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 4830 $22.00 $106,260.00 $28.00 $135,240.00 $24.00 $115,920.00 $29.75 $143,692.50 Engineer Estimate A-1 Excavating LLC Ryan Contracting Co. Pember Companies, Inc. 1 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Engineer Estimate A-1 Excavating LLC Ryan Contracting Co. Pember Companies, Inc. 39 2531.503 CONCRETE CURB & GUTTER DESIGN B624 L F 320 $25.00 $8,000.00 $34.00 $10,880.00 $30.00 $9,600.00 $52.80 $16,896.00 40 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 490 $120.00 $58,800.00 $94.00 $46,060.00 $85.00 $41,650.00 $111.70 $54,733.00 41 2531.604 7" CONCRETE VALLEY GUTTER S Y 30 $170.00 $5,100.00 $85.00 $2,550.00 $100.00 $3,000.00 $155.50 $4,665.00 42 2531.618 TRUNCATED DOMES S F 100 $50.00 $5,000.00 $75.00 $7,500.00 $70.00 $7,000.00 $81.00 $8,100.00 43 2540.618 INSTALL BRICK PAVERS S F 200 $25.00 $5,000.00 $12.00 $2,400.00 $30.00 $6,000.00 $35.00 $7,000.00 44 2545.602 INSTALL LIGHTING UNIT EACH 1 $1,500.00 $1,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $1,750.00 $1,750.00 45 2557.603 INSTALL FENCE L F 50 $15.00 $750.00 $100.00 $5,000.00 $50.00 $2,500.00 $95.00 $4,750.00 46 2563.601 TRAFFIC CONTROL LS 1 $25,000.00 $25,000.00 $12,250.00 $12,250.00 $20,000.00 $20,000.00 $18,000.00 $18,000.00 47 2564.602 INSTALL SIGN EACH 5 $100.00 $500.00 $600.00 $3,000.00 $400.00 $2,000.00 $610.00 $3,050.00 48 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 $2,000.00 $2,000.00 $100.00 $100.00 $2,000.00 $2,000.00 $1,500.00 $1,500.00 49 2573.502 STORM DRAIN INLET PROTECTION EACH 70 $250.00 $17,500.00 $25.00 $1,750.00 $140.00 $9,800.00 $140.00 $9,800.00 50 2573.503 SILT FENCE, TYPE MS L F 2000 $3.00 $6,000.00 $2.00 $4,000.00 $1.50 $3,000.00 $3.80 $7,600.00 51 2573.503 SEDIMENT CONTROL LOG TYPE STRAW L F 5100 $3.00 $15,300.00 $2.00 $10,200.00 $2.00 $10,200.00 $3.70 $18,870.00 52 2574.507 LOAM TOPSOIL BORROW C Y 820 $45.00 $36,900.00 $10.00 $8,200.00 $40.00 $32,800.00 $75.00 $61,500.00 53 2575.523 WATER MGAL 150 $65.00 $9,750.00 $30.00 $4,500.00 $40.00 $6,000.00 $100.00 $15,000.00 54 2575.523 RAPID STABILIZATION METHOD 3 MGAL 10 $525.00 $5,250.00 $400.00 $4,000.00 $600.00 $6,000.00 $1,000.00 $10,000.00 55 2575.604 BLOWN COMPOST SEEDING S Y 7610 $1.50 $11,415.00 $4.50 $34,245.00 $4.00 $30,440.00 $3.70 $28,157.00 56 2582.503 4" SOLID LINE MULTI COMP L F 900 $2.50 $2,250.00 $3.30 $2,970.00 $3.00 $2,700.00 $3.20 $2,880.00 57 2582.503 4" DBLE SOLID LINE MULTI COMP L F 300 $5.00 $1,500.00 $3.30 $990.00 $3.00 $900.00 $3.40 $1,020.00 TOTAL SCHEDULE A $1,448,355.00 $1,421,895.00 $1,150,935.00 $1,360,637.50 SCHEDULE B - WATERMAIN IMPROVEMENTS 58 2503.603 24" STEEL CASING PIPE (JACKED) L F 125 $400.00 $50,000.00 $200.00 $25,000.00 $2,300.00 $287,500.00 $2,170.00 $271,250.00 59 2503.603 24" (MINIMUM) STEEL CASING (HHD) L F 125 $2,100.00 $262,500.00 $200.00 $25,000.00 $2,500.00 $312,500.00 $1,817.00 $227,125.00 60 2504.602 CONNECT TO EXISTING WATER MAIN EACH 2 $2,000.00 $4,000.00 $3,200.00 $6,400.00 $10,000.00 $20,000.00 $2,800.00 $5,600.00 61 2504.602 HYDRANT EACH 4 $7,500.00 $30,000.00 $10,500.00 $42,000.00 $8,500.00 $34,000.00 $10,100.00 $40,400.00 62 2504.602 10" GATE VALVE & BOX EACH 1 $6,500.00 $6,500.00 $4,900.00 $4,900.00 $6,500.00 $6,500.00 $5,000.00 $5,000.00 63 2504.602 12" GATE VALVE & BOX EACH 7 $8,500.00 $59,500.00 $5,700.00 $39,900.00 $7,000.00 $49,000.00 $6,130.00 $42,910.00 64 2504.603 12" WATERMAIN DUCTILE IRON CL 52 (SPECIAL CONSTRUCTIO LF 125 $200.00 $25,000.00 $157.00 $19,625.00 $400.00 $50,000.00 $151.00 $18,875.00 65 2504.603 6" WATERMAIN DUCTILE IRON CL 52 L F 60 $150.00 $9,000.00 $110.00 $6,600.00 $100.00 $6,000.00 $99.00 $5,940.00 66 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 10 $200.00 $2,000.00 $160.00 $1,600.00 $120.00 $1,200.00 $153.85 $1,538.50 67 2504.603 12" WATERMAIN DUCTILE IRON CL 52 L F 4300 $170.00 $731,000.00 $157.00 $675,100.00 $125.00 $537,500.00 $139.50 $599,850.00 68 2504.604 4" POLYSTYRENE INSULATION S Y 500 $45.00 $22,500.00 $80.00 $40,000.00 $40.00 $20,000.00 $90.00 $45,000.00 69 2504.608 DUCTILE IRON FITTINGS LB 2800 $16.00 $44,800.00 $18.00 $50,400.00 $10.00 $28,000.00 $16.20 $45,360.00 TOTAL SCHEDULE B $1,246,800.00 $936,525.00 $1,352,200.00 $1,308,848.50 SCHEDULE C - STORM SEWER IMPROVEMENTS 70 2104.502 REMOVE DRAINAGE STRUCTURE EACH 13 $500.00 $6,500.00 $600.00 $7,800.00 $600.00 $7,800.00 $685.00 $8,905.00 71 2104.503 REMOVE SEWER PIPE (STORM) L F 640 $15.00 $9,600.00 $18.00 $11,520.00 $15.00 $9,600.00 $19.00 $12,160.00 72 2503.503 22" SPAN RC PIPE-ARCH SEWER CL IIIA L F 130 $150.00 $19,500.00 $141.00 $18,330.00 $140.00 $18,200.00 $158.00 $20,540.00 2 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Engineer Estimate A-1 Excavating LLC Ryan Contracting Co. Pember Companies, Inc. 73 2503.503 12" RC PIPE SEWER DES 3006 CL V L F 330 $78.00 $25,740.00 $76.00 $25,080.00 $65.00 $21,450.00 $65.00 $21,450.00 74 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 330 $85.00 $28,050.00 $81.00 $26,730.00 $70.00 $23,100.00 $80.00 $26,400.00 75 2503.503 21" RC PIPE SEWER DES 3006 CL III L F 60 $120.00 $7,200.00 $98.00 $5,880.00 $120.00 $7,200.00 $95.00 $5,700.00 76 2503.503 27" RC PIPE SEWER DES 3006 CL III L F 70 $160.00 $11,200.00 $123.00 $8,610.00 $150.00 $10,500.00 $129.00 $9,030.00 77 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5 $2,000.00 $10,000.00 $2,000.00 $10,000.00 $5,000.00 $25,000.00 $1,160.00 $5,800.00 78 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 16 $2,000.00 $32,000.00 $2,000.00 $32,000.00 $5,000.00 $80,000.00 $1,100.00 $17,600.00 79 2506.502 CASTING ASSEMBLY EACH 14 $750.00 $10,500.00 $1,530.00 $21,420.00 $1,000.00 $14,000.00 $1,050.00 $14,700.00 80 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPEC (2'X3') EACH 4 $1,500.00 $6,000.00 $3,530.00 $14,120.00 $3,000.00 $12,000.00 $3,450.00 $13,800.00 81 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 35 $650.00 $22,750.00 $700.00 $24,500.00 $500.00 $17,500.00 $741.50 $25,952.50 82 2506.503 CONST DRAINAGE STRUCTURE DES 60-4020 L F 11 $850.00 $9,350.00 $1,015.00 $11,165.00 $800.00 $8,800.00 $901.50 $9,916.50 TOTAL SCHEDULE C $198,390.00 $217,155.00 $255,150.00 $191,954.00 ALTERNATE 1. PVC C900 DR 18(DIRECTIONAL DRILL) 83 2504.603 12" PVC WATERMAIN (DIRECTIONAL DRILLED)LF 2181 $240.00 $523,440.00 $268.00 $584,508.00 $260.00 $567,060.00 $288.55 $629,327.55 ALTERNATE 2. HDPE DR 11 (DIRECTIONAL DRILL) 84 2504.603 14" WATERMAIN HDPE (DRIECTIONAL DRILLED)LF 2181 $240.00 $523,440.00 $222.00 $484,182.00 $230.00 $501,630.00 $231.35 $504,574.35 TOTAL BASE BID $2,893,545.00 $2,575,575.00 $2,758,285.00 $2,861,440.00 TOTAL BASE BID + ALTERNATE 1 $3,416,985.00 $3,160,083.00 $3,325,345.00 $3,490,767.55 TOTAL BASE BID + ALTERNATE 2 $3,416,985.00 $3,059,757.00 $3,259,915.00 $3,366,014.35 3 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Line # Item # Description Units Quantity Unit Price Extension SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LS 1 $124,200.00 $124,200.00 2 2101.502 CLEARING EACH 9 $350.00 $3,150.00 3 2101.502 GRUBBING EACH 11 $350.00 $3,850.00 4 2104.502 REMOVE BOLLARDS EACH 3 $100.00 $300.00 5 2104.502 REMOVE CASTING EACH 3 $250.00 $750.00 6 2104.502 SALVAGE LIGHTING UNIT EACH 1 $500.00 $500.00 7 2104.502 SALVAGE SIGN EACH 5 $100.00 $500.00 8 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 4300 $4.00 $17,200.00 9 2104.503 REMOVE CURB & GUTTER L F 5250 $7.00 $36,750.00 10 2104.503 SALVAGE FENCE L F 50 $10.00 $500.00 11 2104.503 REMOVE AND REPLACE CURB AND GUTTER L F 300 $40.00 $12,000.00 12 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 410 $23.00 $9,430.00 13 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 100 $16.00 $1,600.00 14 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 9300 $12.00 $111,600.00 15 2104.518 REMOVE BITUMINOUS WALK S F 370 $5.00 $1,850.00 16 2104.518 REMOVE CONCRETE WALK S F 1600 $6.00 $9,600.00 17 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $5,000.00 $5,000.00 18 2104.618 SALVAGE BRICK PAVERS S F 200 $10.00 $2,000.00 19 2106.507 EXCAVATION - COMMON (P)C Y 3600 $35.00 $126,000.00 20 2112.519 SUBGRADE PREPARATION RDST 44 $500.00 $22,000.00 21 2123.61 STREET SWEEPER (WITH PICKUP BROOM)HOUR 100 $150.00 $15,000.00 22 2123.61 1.5 CU YD BACKHOE HOUR 40 $200.00 $8,000.00 23 2211.509 AGGREGATE BASE CLASS 5 (P)TON 4400 $32.00 $140,800.00 24 2232.504 MILL BITUMINOUS SURFACE S Y 5500 $5.00 $27,500.00 25 2331.603 JOINT ADHESIVE L F 9800 $1.00 $9,800.00 26 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1500 $4.00 $6,000.00 27 2360.504 TYPE SP 9.5 WEAR CRS MIX(3,C)4.0" THICK S Y 500 $45.00 $22,500.00 28 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON 1910 $120.00 $229,200.00 29 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3,B)TON 1200 $100.00 $120,000.00 30 2504.601 IRRIGATION SYSTEM REPAIR LS 1 $5,000.00 $5,000.00 31 2504.602 ADJUST GATE VALVE & BOX EACH 9 $500.00 $4,500.00 32 2506.502 ADJUST FRAME & RING CASTING EACH 28 $650.00 $18,200.00 33 2506.602 REPLACE EXISTING STORM SEWER CASTINGS SPECIAL EACH 3 $1,000.00 $3,000.00 34 2506.602 CASTING ASSEMBLY SPECIAL EACH 2 $250.00 $500.00 35 2521.518 4" CONCRETE WALK S F 1110 $10.00 $11,100.00 36 2521.518 6" CONCRETE WALK S F 800 $15.00 $12,000.00 37 2521.518 3" BITUMINOUS WALK S F 540 $5.00 $2,700.00 38 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 4830 $22.00 $106,260.00 Engineer Estimate Unit Price Extension Unit Price Extension $310,000.00 $310,000.00 $170,000.00 $170,000.00 $1,000.00 $9,000.00 $1,319.91 $11,879.19 $670.00 $7,370.00 $549.96 $6,049.56 $80.00 $240.00 $203.49 $610.47 $55.00 $165.00 $316.07 $948.21 $560.00 $560.00 $2,540.10 $2,540.10 $55.00 $275.00 $313.48 $1,567.40 $3.30 $14,190.00 $4.15 $17,845.00 $3.40 $17,850.00 $4.34 $22,785.00 $15.00 $750.00 $33.00 $1,650.00 $80.00 $24,000.00 $37.16 $11,148.00 $6.80 $2,788.00 $7.23 $2,964.30 $5.30 $530.00 $7.23 $723.00 $6.00 $55,800.00 $2.65 $24,645.00 $1.15 $425.50 $7.23 $2,675.10 $0.60 $960.00 $2.32 $3,712.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $16.00 $3,200.00 $11.75 $2,350.00 $31.00 $111,600.00 $13.79 $49,644.00 $475.00 $20,900.00 $269.96 $11,878.24 $175.00 $17,500.00 $164.99 $16,499.00 $250.00 $10,000.00 $129.99 $5,199.60 $25.00 $110,000.00 $17.52 $77,088.00 $2.60 $14,300.00 $2.75 $15,125.00 $1.50 $14,700.00 $0.90 $8,820.00 $1.10 $1,650.00 $1.10 $1,650.00 $53.00 $26,500.00 $66.83 $33,415.00 $100.00 $191,000.00 $93.50 $178,585.00 $82.00 $98,400.00 $92.40 $110,880.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $340.00 $3,060.00 $222.19 $1,999.71 $670.00 $18,760.00 $555.45 $15,552.60 $1,120.00 $3,360.00 $1,536.65 $4,609.95 $430.00 $860.00 $1,316.66 $2,633.32 $8.40 $9,324.00 $11.11 $12,332.10 $17.00 $13,600.00 $12.41 $9,928.00 $8.40 $4,536.00 $18.51 $9,995.40 $24.00 $115,920.00 $31.11 $150,261.30 BCM Construction, Inc.S.M. Hentges & Sons, Inc. 4 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Engineer Estimate 39 2531.503 CONCRETE CURB & GUTTER DESIGN B624 L F 320 $25.00 $8,000.00 40 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 490 $120.00 $58,800.00 41 2531.604 7" CONCRETE VALLEY GUTTER S Y 30 $170.00 $5,100.00 42 2531.618 TRUNCATED DOMES S F 100 $50.00 $5,000.00 43 2540.618 INSTALL BRICK PAVERS S F 200 $25.00 $5,000.00 44 2545.602 INSTALL LIGHTING UNIT EACH 1 $1,500.00 $1,500.00 45 2557.603 INSTALL FENCE L F 50 $15.00 $750.00 46 2563.601 TRAFFIC CONTROL LS 1 $25,000.00 $25,000.00 47 2564.602 INSTALL SIGN EACH 5 $100.00 $500.00 48 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 $2,000.00 $2,000.00 49 2573.502 STORM DRAIN INLET PROTECTION EACH 70 $250.00 $17,500.00 50 2573.503 SILT FENCE, TYPE MS L F 2000 $3.00 $6,000.00 51 2573.503 SEDIMENT CONTROL LOG TYPE STRAW L F 5100 $3.00 $15,300.00 52 2574.507 LOAM TOPSOIL BORROW C Y 820 $45.00 $36,900.00 53 2575.523 WATER MGAL 150 $65.00 $9,750.00 54 2575.523 RAPID STABILIZATION METHOD 3 MGAL 10 $525.00 $5,250.00 55 2575.604 BLOWN COMPOST SEEDING S Y 7610 $1.50 $11,415.00 56 2582.503 4" SOLID LINE MULTI COMP L F 900 $2.50 $2,250.00 57 2582.503 4" DBLE SOLID LINE MULTI COMP L F 300 $5.00 $1,500.00 TOTAL SCHEDULE A $1,448,355.00 SCHEDULE B - WATERMAIN IMPROVEMENTS 58 2503.603 24" STEEL CASING PIPE (JACKED) L F 125 $400.00 $50,000.00 59 2503.603 24" (MINIMUM) STEEL CASING (HHD) L F 125 $2,100.00 $262,500.00 60 2504.602 CONNECT TO EXISTING WATER MAIN EACH 2 $2,000.00 $4,000.00 61 2504.602 HYDRANT EACH 4 $7,500.00 $30,000.00 62 2504.602 10" GATE VALVE & BOX EACH 1 $6,500.00 $6,500.00 63 2504.602 12" GATE VALVE & BOX EACH 7 $8,500.00 $59,500.00 64 2504.603 12" WATERMAIN DUCTILE IRON CL 52 (SPECIAL CONSTRUCTIO LF 125 $200.00 $25,000.00 65 2504.603 6" WATERMAIN DUCTILE IRON CL 52 L F 60 $150.00 $9,000.00 66 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 10 $200.00 $2,000.00 67 2504.603 12" WATERMAIN DUCTILE IRON CL 52 L F 4300 $170.00 $731,000.00 68 2504.604 4" POLYSTYRENE INSULATION S Y 500 $45.00 $22,500.00 69 2504.608 DUCTILE IRON FITTINGS LB 2800 $16.00 $44,800.00 TOTAL SCHEDULE B $1,246,800.00 SCHEDULE C - STORM SEWER IMPROVEMENTS 70 2104.502 REMOVE DRAINAGE STRUCTURE EACH 13 $500.00 $6,500.00 71 2104.503 REMOVE SEWER PIPE (STORM) L F 640 $15.00 $9,600.00 72 2503.503 22" SPAN RC PIPE-ARCH SEWER CL IIIA L F 130 $150.00 $19,500.00 BCM Construction, Inc.S.M. Hentges & Sons, Inc. $27.00 $8,640.00 $36.61 $11,715.20 $102.00 $49,980.00 $93.97 $46,045.30 $140.00 $4,200.00 $97.27 $2,918.10 $65.00 $6,500.00 $82.50 $8,250.00 $30.00 $6,000.00 $13.00 $2,600.00 $670.00 $670.00 $5,499.65 $5,499.65 $67.00 $3,350.00 $99.00 $4,950.00 $7,700.00 $7,700.00 $15,399.06 $15,399.06 $640.00 $3,200.00 $632.46 $3,162.30 $9,200.00 $9,200.00 $5,999.64 $5,999.64 $195.00 $13,650.00 $179.29 $12,550.30 $2.25 $4,500.00 $2.63 $5,260.00 $2.80 $14,280.00 $2.59 $13,209.00 $60.00 $49,200.00 $35.76 $29,323.20 $55.00 $8,250.00 $67.10 $10,065.00 $223.00 $2,230.00 $780.95 $7,809.50 $3.90 $29,679.00 $6.87 $52,280.70 $3.30 $2,970.00 $4.28 $3,852.00 $3.60 $1,080.00 $6.60 $1,980.00 $1,469,352.50 $1,253,057.50 $1,780.00 $222,500.00 $2,085.11 $260,638.75 $1,780.00 $222,500.00 $3,047.55 $380,943.75 $2,200.00 $4,400.00 $1,832.75 $3,665.50 $10,300.00 $41,200.00 $9,205.50 $36,822.00 $5,300.00 $5,300.00 $4,896.52 $4,896.52 $6,300.00 $44,100.00 $6,118.55 $42,829.85 $280.00 $35,000.00 $308.49 $38,561.25 $71.00 $4,260.00 $107.11 $6,426.60 $166.00 $1,660.00 $149.92 $1,499.20 $127.00 $546,100.00 $139.38 $599,334.00 $60.00 $30,000.00 $80.24 $40,120.00 $16.00 $44,800.00 $17.31 $48,468.00 $1,201,820.00 $1,464,205.42 $490.00 $6,370.00 $474.11 $6,163.43 $30.00 $19,200.00 $4.55 $2,912.00 $111.00 $14,430.00 $121.97 $15,856.10 5 IX-01 BID TABULATION Central Water Treatment Plant - Raw Watermain Project (#9710377) City of Hastings, MN WSB Project No.024226-000 Bids Received: 06/25/2025 11:00 AM CDT DENOTES CORRECTED FIGURE Engineer Estimate 73 2503.503 12" RC PIPE SEWER DES 3006 CL V L F 330 $78.00 $25,740.00 74 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 330 $85.00 $28,050.00 75 2503.503 21" RC PIPE SEWER DES 3006 CL III L F 60 $120.00 $7,200.00 76 2503.503 27" RC PIPE SEWER DES 3006 CL III L F 70 $160.00 $11,200.00 77 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5 $2,000.00 $10,000.00 78 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 16 $2,000.00 $32,000.00 79 2506.502 CASTING ASSEMBLY EACH 14 $750.00 $10,500.00 80 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPEC (2'X3') EACH 4 $1,500.00 $6,000.00 81 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 35 $650.00 $22,750.00 82 2506.503 CONST DRAINAGE STRUCTURE DES 60-4020 L F 11 $850.00 $9,350.00 TOTAL SCHEDULE C $198,390.00 ALTERNATE 1. PVC C900 DR 18(DIRECTIONAL DRILL) 83 2504.603 12" PVC WATERMAIN (DIRECTIONAL DRILLED) LF 2181 $240.00 $523,440.00 ALTERNATE 2. HDPE DR 11 (DIRECTIONAL DRILL) 84 2504.603 14" WATERMAIN HDPE (DRIECTIONAL DRILLED)LF 2181 $240.00 $523,440.00 TOTAL BASE BID $2,893,545.00 TOTAL BASE BID + ALTERNATE 1 $3,416,985.00 TOTAL BASE BID + ALTERNATE 2 $3,416,985.00 I hereby certify that this is an exact reproduction of bids received Certified By: License No. Date: June 25, 2025 BCM Construction, Inc.S.M. Hentges & Sons, Inc. $63.00 $20,790.00 $76.60 $25,278.00 $70.00 $23,100.00 $77.87 $25,697.10 $84.00 $5,040.00 $130.24 $7,814.40 $73.00 $5,110.00 $156.90 $10,983.00 $1,370.00 $6,850.00 $590.11 $2,950.55 $1,300.00 $20,800.00 $731.81 $11,708.96 $1,650.00 $23,100.00 $1,536.65 $21,513.10 $2,600.00 $10,400.00 $2,407.00 $9,628.00 $810.00 $28,350.00 $565.32 $19,786.20 $930.00 $10,230.00 $900.87 $9,909.57 $193,770.00 $170,200.41 $223.00 $486,363.00 $289.07 $630,461.67 $266.00 $580,146.00 $239.07 $521,411.67 $2,864,942.50 $2,887,463.33 $3,351,305.50 $3,517,925.00 $3,445,088.50 $3,408,875.00 45857 6 IX-01 City Council Memorandum To: Mayor Fasbender & City Council Members From: Ryan Stempski – Public Works Director Date: August 18, 2025 Item: Contract Award for the Central Water Treatment Plant COUNCIL ACTION REQUESTED Council is requested to adopt the attached resolution to award a contract for the Central Water Treatment Plant. BACKGROUND INFORMATION The City received three bids for this project on July 24, 2025. A summary of the bids is listed below. Bidder Total Base Bid Alternate 1 Alternate 2 Alternate 3 Alternate 4 Magney Const, Inc.$14,559,000.00 $28,000.00 $26,800.00 $65,000.00 $160,000.00 Staab Const Corp $15,124,000.00 $35,000.00 $32,000.00 $80,000.00 $102,000.00 Rice Lake Const Group $16,003,600.00 $38,200.00 $19,800.00 $118,300.00 $128,200.00 The low base bid from Magney Construction, Inc. came in nearly 20% under the engineer’s estimate, which was $18,072,415.00. The bid included allowances in the amount of $550,000 itemized as construction, SCADA, and permit fees. The alternate bids were for Phosphate Feed, Haul & Dispose Contaminated Soil, Existing IX WTP Architectural, and Pedestrian Fill Station, respectively. All allowances and alternatives are recommended to be included in this award. The total construction bid positions the project to fall within the funding dedicated to the overall Central Water Treatment Plant. Magney Construction, Inc., has good experience in building PFAS Water Treatment Plants and is highly known and respected in this industry. STAFF RECOMMENDATION Staff is recommending that the City Council move forward in adopting the attached resolution awarding the contract to Magney Construction, Inc., in the base bid plus allowances and all four alternates amount of $15,388,800.00. Please refer to the attached award recommendation letter. ATTACHMENTS Resolution Receiving Bids and Awarding Contract Award Recommendation Letter from WSB IX-02 CITY OF HASTINGS DAKOTA COUNTY,MINNESOTA RESOLUTION NO. RESOLUTION RECEIVING BIDS AND AWARDING CONTRACT FOR THE CENTRAL WATER TREATMENT PLANT WHEREAS, pursuant to an advertisement for bids for the Central Water Treatment Plant, bids were opened on July 24, 2025, and tabulated according to law, and the following bids were received: Bidder Total Base Bid Alternate 1 Alternate 2 Alternate 3 Alternate 4 Magney Const, Inc.$14,559,000.00 $28,000.00 $26,800.00 $65,000.00 $160,000.00 Staab Const Corp $15,124,000.00 $35,000.00 $32,000.00 $80,000.00 $102,000.00 Rice Lake Const Group $16,003,600.00 $38,200.00 $19,800.00 $118,300.00 $128,200.00 and WHEREAS, the bids included Allowances that totaled $550,000 and included construction, SCADA, and permit fees, and WHEREAS, the Alternate Bids were obtained to receive pricing on Phosphate Feed, Haul & Dispose Contaminated Soil, Existing IX WTP Architecture, and Pedestrian Fill Station, respectively, and WHEREAS, it is recommended that the contract be awarded the Base Bid plus Allowances and all four Alternates, and WHEREAS, it appears that Magney Construction, Inc., is the lowest responsible bidder. NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: 1.The Mayor and Clerk are hereby authorized and directed to enter a contract with Magney Construction, Inc. 2.The total amount of the contract is hereby declared to be $15,388,800.00. ADOPTED BY THE CITY COUNCIL OF HASTINGS, MINNESOTA, THIS 18TH DAY OF AUGUST 2025. Ayes: Nays: Mary D. Fasbender, Mayor ATTEST: Kelly Murtaugh, City Clerk SEAL IX-02 K:\024226-000\Admin\Construction Admin\Central WTP\Bidding\024226-000 LOR 072425.docx 17 8 E 9 T H S T R E E T | SU I T E 2 0 0 | SA I N T P A U L , M N | 55 1 0 1 | 65 1 . 2 8 6 . 8 4 5 0 | WS B E N G . C O M July 24, 2025 Honorable Mayor and City CouncilCity of Hastings101 4th Street EastHastings, MN 55033 Re:Central Water Treatment PlantCity of HastingsWSB Project No. 024226-000 Dear Mayor and Council Members: Bids were received for the above-referenced project on Thursday, July 24, 2025, and were opened and read aloud. Three bids were received.The bids were checked for mathematical accuracy.Please find enclosed the bid summary indicating the low bid including allowances as submitted by Magney Construction, Inc., Chanhassen, Minnesota in the amount of $15,109,000.00.The Engineer’s Estimate was $18,622,415.00. In addition to the base bid, the contractor gave prices for four alternates. The cost submitted by Magney Construction, Inc.for these alternates were as follows: Alternate 1 – Phosphate Feed $28,000.00Alternate 2 – Haul & Dispose Contaminated Soil $26,800.00 Alternate 3 – Existing IX WTP Architectural $65,000.00Alternate 4 – Pedestrian Fill Station $160,000.00 We recommend that the City Council consider these bids and award a contract for the base bid including allowances and all four alternates in the amount of $15,388,800.00 to Magney Construction, Inc.based on the results of the bids received. Sincerely, WSB Jon Christensen Project Manager Attachments jsc IX-02 BID TABULATION Central Water Treatment Plant (#9729075) City of Hastings WSB Project No. 024226-000 Bids Received: 07/24/2025 02:00 PM CDT DENOTES CORRECTED FIGURE Line # Item # Item Description Units Quantity Unit Price Extension Unit Price Extension Unit Price Extension CENTRAL WATER TREATMENT PLANT 1 00-01 GENERAL REQUIREMENTS LS 1 $1,835,000 $1,835,000 $900,000.00 $900,000.00 $750,000.00 $750,000.00 2 2 DEMOLITION LS 1 $236,045 $236,045 $136,000.00 $136,000.00 $90,000.00 $90,000.00 3 3 CONCRETE LS 1 $1,294,345 $1,294,345 $1,627,000.00 $1,627,000.00 $2,300,000.00 $2,300,000.00 4 4 MASONRY LS 1 $149,430 $149,430 $345,000.00 $345,000.00 $337,000.00 $337,000.00 5 5 METALS LS 1 $553,383 $553,383 $360,000.00 $360,000.00 $410,000.00 $410,000.00 6 6 WOOD, PLASTICS & COMPOSITES LS 1 $16,650 $16,650 $64,000.00 $64,000.00 $12,000.00 $12,000.00 7 7 THERMAL & MOISTURE PROTECT LS 1 $1,249,990 $1,249,990 $943,000.00 $943,000.00 $845,000.00 $845,000.00 8 8 DOORS & WINDOWS LS 1 $238,120 $238,120 $236,000.00 $236,000.00 $230,000.00 $230,000.00 9 9 FINISHES LS 1 $380,031 $380,031 $452,000.00 $452,000.00 $440,000.00 $440,000.00 10 10 SPECIALTIES LS 1 $44,600 $44,600 $47,000.00 $47,000.00 $40,000.00 $40,000.00 11 12 FURNISHINGS LS 1 $1,640 $1,640 $25,000.00 $25,000.00 $9,000.00 $9,000.00 12 21 FIRE PROTECTION LS 1 $165,000 $165,000 $75,000.00 $75,000.00 $95,000.00 $95,000.00 13 22 PLUMBING LS 1 $279,250 $279,250 $556,000.00 $556,000.00 $530,000.00 $530,000.00 14 23 HVAC LS 1 $453,800 $453,800 $368,000.00 $368,000.00 $382,000.00 $382,000.00 15 26 ELECTRICAL LS 1 $931,930 $931,930 $1,738,000.00 $1,738,000.00 $1,227,000.00 $1,227,000.00 16 28 SECURITY LS 1 $50,000 $50,000 $66,000.00 $66,000.00 $52,000.00 $52,000.00 17 31 EARTHWORK LS 1 $152,370 $152,370 $418,000.00 $418,000.00 $1,200,000.00 $1,200,000.00 18 31 EXCAVATION - ROCK CY 600 $40 $24,000 $65.00 $39,000.00 $100.00 $60,000.00 19 32 EXTERIOR IMPROVEMENTS LS 1 $412,302 $412,302 $328,000.00 $328,000.00 $220,000.00 $220,000.00 20 33 UTILITIES LS 1 $805,200 $805,200 $1,170,000.00 $1,170,000.00 $180,000.00 $180,000.00 21 40 PROCESS INTERCONNECTIONS LS 1 $2,151,729 $2,151,729 $1,533,000.00 $1,533,000.00 $2,500,000.00 $2,500,000.00 22 43 PROCESS HANDLING LS 1 $143,800 $143,800 $38,000.00 $38,000.00 $38,000.00 $38,000.00 23 46 WASTE & WATER EQPT LS 1 $6,503,800 $6,503,800 $3,095,000.00 $3,095,000.00 $3,177,000.00 $3,177,000.00 BASE BID TOTALS $18,072,415.00 $14,559,000.00 $15,124,000.00 ALLOWANCE 24 1 CONTRUCTION ALLOWANCE LS 1 $300,000.00 $300,000.00 $300,000.00 $300,000.00 $300,000.00 $300,000.00 25 1 SCADA ALLOWANCE LS 1 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 $150,000.00 26 1 CITY PERMIT FEES ALLOWANCE LS 1 $100,000.00 $100,000.00 $100,000.00 $100,000.00 $100,000.00 $100,000.00 ALLOWANCE TOTALS $550,000.00 $550,000.00 $550,000.00 BID ALTERNATES 27 46 BID ALTERNATE 1 - PHOSPHATE FEED LS 1 $165,000 $165,000 $28,000.00 $28,000.00 $35,000.00 $35,000.00 28 31 BID ALTERNATE 2 - HAUL & DISPOSE CONTAMINATED SOIL CY 400 $45 $18,000 $67.00 $26,800.00 $80.00 $32,000.00 29 02 07 09 BID ALTERNATE 3 - EXISTING IX WTP ARCHITECHTURAL LS 1 $107,700 $107,700 $65,000.00 $65,000.00 $80,000.00 $80,000.00 30 33 BID ALTERNATE 4 - PEDESTRIAN FILL STATION LS 1 $75,000 $75,000 $160,000.00 $160,000.00 $102,000.00 $102,000.00 BID ALTERNATE TOTALS $365,700.00 $279,800.00 $249,000.00 TOTAL BASE BID $18,072,415.00 $14,559,000.00 $15,124,000.00 ALLOWANCE $550,000.00 $550,000.00 $550,000.00 BID ALTERNATES $365,700.00 $279,800.00 $249,000.00 TOTAL BASE BID + ALLOWANCE + ALTERNATES $18,988,115.00 $15,388,800.00 $15,923,000.00 Engineer Estimate Magney Construction, Inc. Staab Construction Corporation IX-02 BID TABULATION Central Water Treatment Plant (#9729075) City of Hastings WSB Project No. 024226-000 Bids Received: 07/24/2025 02:00 PM CDT DENOTES CORRECTED FIGURE Line # Item # Item Description Units Quantity Unit Price Extension CENTRAL WATER TREATMENT PLANT 1 00-01 GENERAL REQUIREMENTS LS 1 $1,835,000 $1,835,000 2 2 DEMOLITION LS 1 $236,045 $236,045 3 3 CONCRETE LS 1 $1,294,345 $1,294,345 4 4 MASONRY LS 1 $149,430 $149,430 5 5 METALS LS 1 $553,383 $553,383 6 6 WOOD, PLASTICS & COMPOSITES LS 1 $16,650 $16,650 7 7 THERMAL & MOISTURE PROTECT LS 1 $1,249,990 $1,249,990 8 8 DOORS & WINDOWS LS 1 $238,120 $238,120 9 9 FINISHES LS 1 $380,031 $380,031 10 10 SPECIALTIES LS 1 $44,600 $44,600 11 12 FURNISHINGS LS 1 $1,640 $1,640 12 21 FIRE PROTECTION LS 1 $165,000 $165,000 13 22 PLUMBING LS 1 $279,250 $279,250 14 23 HVAC LS 1 $453,800 $453,800 15 26 ELECTRICAL LS 1 $931,930 $931,930 16 28 SECURITY LS 1 $50,000 $50,000 17 31 EARTHWORK LS 1 $152,370 $152,370 18 31 EXCAVATION - ROCK CY 600 $40 $24,000 19 32 EXTERIOR IMPROVEMENTS LS 1 $412,302 $412,302 20 33 UTILITIES LS 1 $805,200 $805,200 21 40 PROCESS INTERCONNECTIONS LS 1 $2,151,729 $2,151,729 22 43 PROCESS HANDLING LS 1 $143,800 $143,800 23 46 WASTE & WATER EQPT LS 1 $6,503,800 $6,503,800 BASE BID TOTALS $18,072,415.00 ALLOWANCE 24 1 CONTRUCTION ALLOWANCE LS 1 $300,000.00 $300,000.00 25 1 SCADA ALLOWANCE LS 1 $150,000.00 $150,000.00 26 1 CITY PERMIT FEES ALLOWANCE LS 1 $100,000.00 $100,000.00 ALLOWANCE TOTALS $550,000.00 BID ALTERNATES 27 46 BID ALTERNATE 1 - PHOSPHATE FEED LS 1 $165,000 $165,000 28 31 BID ALTERNATE 2 - HAUL & DISPOSE CONTAMINATED SOIL CY 400 $45 $18,000 29 02 07 09 BID ALTERNATE 3 - EXISTING IX WTP ARCHITECHTURAL LS 1 $107,700 $107,700 30 33 BID ALTERNATE 4 - PEDESTRIAN FILL STATION LS 1 $75,000 $75,000 BID ALTERNATE TOTALS $365,700.00 TOTAL BASE BID $18,072,415.00 ALLOWANCE $550,000.00 BID ALTERNATES $365,700.00 TOTAL BASE BID + ALLOWANCE + ALTERNATES $18,988,115.00 Engineer Estimate Unit Price Extension $1,283,900.00 $1,283,900.00 $125,000.00 $125,000.00 $1,660,000.00 $1,660,000.00 $440,000.00 $440,000.00 $375,000.00 $375,000.00 $50,000.00 $50,000.00 $880,000.00 $880,000.00 $244,500.00 $244,500.00 $405,600.00 $405,600.00 $48,000.00 $48,000.00 $38,800.00 $38,800.00 $74,700.00 $74,700.00 $725,000.00 $725,000.00 $350,000.00 $350,000.00 $1,275,600.00 $1,275,600.00 $66,000.00 $66,000.00 $990,000.00 $990,000.00 $72.00 $43,200.00 $340,000.00 $340,000.00 $1,275,000.00 $1,275,000.00 $1,887,500.00 $1,887,500.00 $45,000.00 $45,000.00 $3,380,800.00 $3,380,800.00 $16,003,600.00 $300,000.00 $300,000.00 $150,000.00 $150,000.00 $100,000.00 $100,000.00 $550,000.00 $38,200.00 $38,200.00 $49.50 $19,800.00 $118,300.00 $118,300.00 $128,200.00 $128,200.00 $304,500.00 $16,003,600.00 $550,000.00 $304,500.00 $16,858,100.00 Rice Lake Construction Grp IX-02 BID TABULATION Central Water Treatment Plant (#9729075) City of Hastings WSB Project No. 024226-000 Bids Received: 07/24/2025 02:00 PM CDT DENOTES CORRECTED FIGURE I hereby certify that this is an exact reproduction of bids received Certified By:License No. Date: July 24, 2025 57814 IX-02 City Council Memorandum To:Mayor Fasbender & City Councilmembers From:Justin Fortney, City Planner Date:August 18, 2025 Item:Resolution: Site Plan –2025-26 –Chase Bank –1720 Market Boulevard Council Action Requested: Consider the request by Terron Wright with The Architects Partnership, Ltd. for site plan approval and act on the attached resolution. Approval of a site plan requires a simple majority. Background Information: The applicant is proposing to construct a Chase Bank on leased land in the Hastings Marketplace West commercial development. An outlot does not need to be platted because the land is not being purchased. The applicant intends to seek LEED Certification and incorporate solar panels into the construction. Please see the attached Planning Commission Staff report from August 11, 2025 for additional information. Advisory Commission Discussion: Planning Commissioners discussed the project briefly and voted 4-0 in favor of the proposal at their August 11, 2025 meeting. No members of the public spoke at the meeting. Council Committee Discussion: None Attachments: •Site plan resolution •Planning Commission Staff Report –August 11, 2025 •Site plans X-C-01 HASTINGS CITY COUNCIL RESOLUTION NO._________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS GRANTING SITE PLAN APPROVAL FOR CHASE BANK AT 1720 MARKET BOULEVARD Councilmember ___________________________ introduced the following Resolution and moved its adoption: WHEREAS, Terron Wright with The Architects Partnership, Ltd. has petitioned for Site Plan approval to construct a Chase Bank building 1720 Market Boulevard, legally described as Lot 3, Block 1, HASTINGS MARKETPLACE WEST, Dakota County, Minnesota; and WHEREAS, on August 11, 2025, review was conducted before the Planning Commission of the City of Hastings as required by state law, city charter, and city ordinance; and WHEREAS,the Planning Commission recommended approval of the site plan to the City Council, subject to the conditions contained in this resolution; and WHEREAS,The City Council has reviewed the request and concurs with the recommendation of the Planning Commission. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: That the City Council hereby approves the special use permit as presented to the City Council subject to the following conditions: 1)Conformance with the Planning Commission Staff Report and plans dated August 11, 2025. 2)All disturbed areas of the property shall be stabilized with rooting vegetative cover to eliminate erosion problems. 3)Any uncompleted site work must be escrowed at 125 percent of the estimated value prior to issuance of a certificate of occupancy. X-C-01 4)The perimeter of the site must have erosion control, as approved by the City Engineering Department. 5)The City Engineering Department must approve any required drainage plan. 6)Approval is subject to a one-year Sunset Clause; if significant progress is not made towards the proposal within one year of City Council approval, the approval is null and void. Council member __________________ moved a second to this resolution and Adopted by the Hastings City Council on August 18, 2025, by the following vote: Ayes: ____ Nays: _____ Absent: ______ ATTEST:__________________________ Mary Fasbender, Mayor ________________________________ Kelly Murtaugh, City Clerk (City Seal) This instrument drafted by: City of Hastings (JJF) 101 East 4th Street Hastings, Minnesota 55033 X-C-01 To: Planning Commission From:Justin Fortney, City Planner Date:August 11, 2025 Item:Site Plan –2025-26 –Chase Bank –1720 Market Boulevard Planning Commission Action Requested: The Planning Commission is asked to review the proposed site plan and make a recommendation to the City Council. Background Information: The applicant is proposing to construct a Chase Bank on leased land in the Hastings Marketplace West commercial development. An outlot does not need to be platted because the land is not being purchased. The applicant intends to seek LEED Certification and incorporate solar panels into the construction. Site Plan Review Comprehensive Plan Classification The 2040 Comprehensive Plan designates this area as commercial. Zoning Classification The subject property is zoned C-4, Regional Shopping Center. Adjacent Zoning and Land Use Direction Existing Use Zoning Comp Plan North HWY 55 Commercial C-4 Commercial East Arby’s C-4 Commercial South CUB Foods C-4 Commercial West Davita Dialysis C-4 Commercial Existing Condition The site is an underutilized parking lot. Building Setbacks Setbacks in commercial districts are determined at the time of site plan review. The proposed building setback from the north property line is 57-feet, which is similar to Arby’s and Davita Dialysis. Vehicular Access and Circulation The site is adjacent to an access drive which will serve the site. There is one drive-thru lane with bypass for an ATM with after-hours depository. There is room for a total of three cars. The applicant states this amount of stacking has been adequate at other locations. Planning Commission Memorandum X-C-01 Parking The site was originally developed with more parking spaces than required. Based on floor area, 414 parking spaces are required and 506 are provided with this proposal. There will be 55 less spaces than today and a reduction of 4,162 Sq Ft of impervious surface. Architectural Standards Architectural standards require 65% class I & II materials, with at least 25% being class I for elevations visible from the street. Class I includes (brick, stone, glass, etc.) and class II includes materials meant to mimic class I materials and composite products. Three proposed building façades include a lot of glass and class II materials, which meet the requirements. The west side is low on class I materials because there are only two glass doors (5% class I). Bathrooms are located behind the left side. Staff is supportive of the proposal because 100% of the wall is class I & II rather than the 65% required. This has been allowed in the past. Landscaping Based on the site size and amount of pavement, the zoning ordinance requires the following number of plantings. Type Required Proposed Trees 16 16 Shrubs 16 19 Lighting The proposed photometric plan shows light levels mostly controlled by existing parking lot lights, which will be protected or saved during construction. Attachments: •Aerial Photograph •Site Photographs •Elevation Drawings •Site Plans X-C-01 Aerial Photograph View from Highway 55 X-C-01 X-C-01 X-C-01 X-C-01 X-C-01 X-C-01 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.0 TITLE SHEET CHASE BANK HASTINGS, MINNESOTA SITE LOCATIONSITE LOCATION MAP N ISSUED FOR: LAND USE APPLICATION SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET C1.0 REMOVALS PLAN C2.0 SITE PLAN C2.1 TURNING MOVEMENT C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE PROJECT CONTACTS NAME & ADDRESS CONTACT CIVIL ENGINEER CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 MATT PAVEK 612-615-0060 MPAVEK@CIVILSITEGROUP.COM LANDSCAPE ARCHITECT CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 ROB BINDER 612-615-0060 RBINDER@CIVILSITEGROUP.COM DEVELOPER COMPANY NAME ADDRESS LINE 1 ADDRESS LINE 2 CONTACT NAME PHONE NUMBER EMAIL PROPERTY OWNER ARCHITECT THE ARCHITECTS PARTNERSHIP, LTD. 200 SOUTH MICHIGAN AVE, SUITE 200 CHICAGO, ILLINOIS 60604 TERRON WRIGHT 561-628-9845 WRIGHT@TAPCHICAGO.COM SURVEYOR CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 RORY SYNSTELIEN 612-615-0060 X 712 RORY@CIVILSITEGROUP.COM GEOTECHNICAL ENGINEER TERRACON 2625 HIGHWAY 14 WEST ROCHESTER, MN 55901 KYLE M. SHUBERT REVISION SUMMARY DATE DESCRIPTION PHILLIPS EDISON & COMPANY INC. Know what's below. before you dig.Call R KENNETH GRO 513-344-4606 KGROH@PHILLIPSEDISON.COM 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. 5.CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS ARE OBTAINED. X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2 22 22 2. 1 102.0 2. 1 24.7 11 . 8 41.2 13 . 7 3.41. 6 9.9 2. 0 21.4 1. 8 25.2 12 0 . 6 13 . 8 3.32. 0 21.4 Column Overhang 8" DIP (Per Rec.) 22 22 22 19 19 23 23 24 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat Truncated Dome Shopping Cart Corral Sh o p p i n g Ca r t C o r r a l Shopping Cart Corral MARKET BOULEVARD[A] 2" C o p p e r Wa t e r S e r v i c e (P e r R e c ) Small Utility Conduits (Per Rec) Sh o p p i n g Ca r t C o r r a l CONSTRUCTION LIMITS CONSTRUCTION LIMITS REMOVE EXISTING TREE AND ROOT BALL, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVE EXISTING PAVEMENT AND BASE MATERIAL AND PARKING SIGNS, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. SAW CUT EXISTING BITUMINOUS PAVEMENT SALVAGE EXISTING LIGHT POLE FOR RE-USE EXISTING BOLLARDS AND ELECTRICAL OUTLET TO REMAIN. PROTECT FROM DAMAGE EXISTING CURB TO REMAIN. PROTECT FROM DAMAGE EXISTING CURB TO REMAIN. PROTECT FROM DAMAGE EXISTING MAILBOX AND USPS DROPOFF TO BE RELOCATED, SEE C2.0 PROTECT EXISTING SWALE EXISTING PAVEMENT TO REMAIN. PROTECT FROM DAMAGE, TYP. EXISTING LIGHT POLE TO REMAIN. PROTECT FROM DAMAGE EXISTING LIGHT POLE TO REMAIN. PROTECT FROM DAMAGE, TYP. EXISTING LIGHT POLE TO REMAIN. PROTECT FROM DAMAGE EXISTING LIGHT POLE TO REMAIN. PROTECT FROM DAMAGE EXISTING MONUMENT SIGN TO REMAIN. PROTECT FROM DAMAGE EXISTING STORM SEWER TO REMAIN. PROTECT FROM DAMAGE, TYP. EXISTING SIGN TO REMAIN. PROTECT FROM DAMAGE, TYP. EXISTING CATCH BASINS TO REMAIN, PROTECT FROM DAMAGE SHOPPING CART CORRAL TO BE RELOCATED, COORDINATE WITH CUB EXISTING HYDRANT TO REMAIN. PROTECT FROM DAMAGE EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVALS PLAN LEGEND: TREE PROTECTION REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. TREE REMOVAL - INCLUDING ROOTS AND STUMPS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.0 REMOVALS PLAN REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. REMOVAL NOTES: CITY OF HASTINGS REMOVAL NOTES: 1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES. 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. 19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SEE SWPPP ON SHEETS SW1.0 - SW1.3 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION PHILLIPS EDISON & COMPANY INC. KENNETH GRO 513-344-4606 KGROH@PHILLIPSEDISON.COM X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat MARKET BOULEVARD[A] 22 " 42"24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS BIT. PVMT., TYP ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING, BOLLARDS, AND RAMPS PVMT. STRIPING TYP. CONC. WALK, TYP B612 C&G, TYP. 9 NO PARKING 24 . 0 17.0 24.0 18 . 0 6. 0 90.0 27.0 24 . 0 24 . 0 1 1 . 5 24 . 0 24 . 0 BIT. PVMT., TYP DRIVE THRU WINDOW "HITCHING POST" STYLE BIKE RACK (4 SPACES), SURFACE MOUNT PER MANUF. SPECS. B612 C&G, TYP. RELOCATED MAILBOX, DROP BOX AND OTHER REQUIRED COMPONENTS. COORDINATE FINAL LOCATION WITH MAIL CARRIER AND OWNER TRASH ENCLOSURE PAD, SEE ARCHITECTURAL PLANS FOR DETAILS 6' CURB TAPERS, SEE C3.0 1' CURB TAPERS, SEE C3.0 CONSTRUCTION LIMITS VALLEY GUTTER, TYP. 8' X 10' TRANSFORMER PAD COORD. WITH ARCH AND ELEC. B612 C&G, TYP. VALLEY GUTTER, TYP. MATCH EXISTING C&G CONC. WALK, TYP RIBBON CURB CONC. WALK, TYP B612 C&G, TYP. B612 C&G, TYP. B612 C&G, TYP. B612 C&G, TYP.BACK-TO-BACK B612 C&G, TYP. MATCH EXISTING C&G R3. 0 R10.0R10.0 R10.0 R10.0 R10. 0 R3.0R3. 0R3.0R3 . 0 R3.0 R 1 0 . 0 R5. 0 R15.0 R1 4 . 0 R5. 0 R3.0 R5 . 0 R1 5 . 0 SCREENING FENCE AROUND MECH. METERS, SEE ARCH. EXISTING BOLLARDS PVMT. STRIPING TYP. MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE MATCH EXISTING BIT. PVMT. AT SAWCUT LINE 5 56 . 8 19.9 21.5 51 . 2 48 . 0 45.3 51 . 4 57 . 3 54.0 R15.0 R5.0 R3 . 0 R 3 . 0 R30.0 R3.0 R 3 . 0 R10.0 35.722.4 11.515.8 PVMT. STRIPING TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SITE LAYOUT NOTES: SITE PLAN LEGEND: SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONSTRUCTION LIMITS TO CITY OF HASTINGS SITE SPECIFIC NOTES: 1.RESERVED FOR CITY SPECIFIC SITE NOTES. 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL. 10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 16.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP. 17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 19.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. 20.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL HEAVY DUTY CONCRETE PAVEMENT, SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN EXTERIOR TRASH AREA AND REMOVED BY COMMERCIAL CO. WEEKLY. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). REVISION SUMMARY DATE DESCRIPTION C2.0 SITE PLAN 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R OWNER INFORMATION PHILLIPS EDISON & COMPANY INC. KENNETH GRO 513-344-4606 KGROH@PHILLIPSEDISON.COM LEASING LINE PROPOSED EASEMENT LINE X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2 22 22 Column Overhang 22 22 22 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat Truncated Dome Shopping Cart Corral Sh o p p i n g Ca r t C o r r a l Shopping Cart Corral 12 " R C P 15 " R C P 24 " RC P 24 " R C P 21" RCP15" RCP MARKET BOULEVARD[A] 22 " 42" 24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SEE SHEET C0.1 FOR GENERAL SITE NOTES REVISION SUMMARY DATE DESCRIPTION C2.1 TURNING MOVEMENT SEE SHEET C2.0 FOR GENERAL SITE NOTES & LEGEND 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2 19 22 22 2. 1 102.0 2. 1 24.7 11 . 8 41.2 13 . 7 3.41. 6 9.9 2. 0 21.4 1. 8 25.2 12 0 . 6 13 . 8 3.32. 0 21.4 Column Overhang San. Serv. (Per Rec.) 8" DIP (Per Rec.) 22 22 22 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat Truncated Dome Shopping Cart Corral Sh o p p i n g Ca r t C o r r a l Shopping Cart Corral 12 " R C P 15 " R C P 24 " RC P 24 " R C P 21" RCP15" RCP MARKET BOULEVARD[A] 2" C o p p e r Wa t e r S e r v i c e (P e r R e c ) Small Utility Conduits (Per Rec) 22 " 42" 24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS TO TO TO TO TO TO TO TO TO TOTO TO SB-1 SB-2 SB-3 SB-4 SB-7 SB-5 SB-6 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.0 GRADING PLAN GENERAL GRADING NOTES: 1.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND: SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS CITY OF HASTINGS GRADING NOTES: 1.RESERVED FOR CITY SPECIFIC GRADING NOTES. EX. 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOW 891.26 891 891.00 G 891.00 TC 891.00 BS/TS 890 EOF=1135.52 TO SPOT GRADE ELEVATION MATCH EXISTING891.00 ME GB GRADE BREAK - HIGH POINTS 1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 10.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 12.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 13.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 14.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 16.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 17.TOLERANCES 17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 17.5.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. 18.MAINTENANCE 18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. SEE SWPPP ON SHEETS SW1.0 - SW1.3 EROSION CONTROL NOTES: CONSTRUCTION LIMITS GROUNDWATER ELEVATION PER BORING BORING GROUND WATER ELEVATION B-1 - B-2 - B-3 - B-4 - B-5 - B-6 - B-7 - PER GEOTECHNICAL REPORT COMPLETED BY TERRACON, ON 12/20/2024. (#JY245044) GROUNDWATER WAS NOT ENCOUNTERED IN ANY SOIL BORINGS CONDUCTED REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R E O F = 8 9 8 . 4 0 GB GB GB GB GB X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C San. Serv. (Per Rec.) 8" DIP (Per Rec.) Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat 12 " R C P 15 " R C P 24 " RC P 24 " R C P 21" RCP15" RCP MARKET BOULEVARD[A] 2" C o p p e r Wa t e r S e r v i c e (P e r R e c ) Small Utility Conduits (Per Rec) 22 " 42" 24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS MAKE CORE DRILL CONNECTION WITH SLEEVE TO EXISTING SANITARY SEWER MANHOLE EX RIM=898.45 (SURVEYED) EX 8" IE (S)=891.70 (SURVEYED) VERIFY PRIOR TO CONST PROP 6" IE (W)=893.20 RECONSTRUCT GROUT BENCH FIELD VERIFY POSSIBLE GATE VALVE LOCATION PRIOR TO CONST. NOTIFY EOR OF FINDINGS 78 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 0.50% SANITARY CLEANOUT RIM(EX.G)=898.76 IE(N)=893.86 IE(E)=893.76 CROSSING 21" STM TOP=±892.02 (FIELD VERIFY PRIOR TO CONST) 6" SAN IE=894.71 CENTER 20' STICK OF SCH40 SEWER PIPE AT CROSSING 2" DOMESTIC DIP WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L 56 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 1.00% CROSSING 8" WTR TOP=±891.17 (FIELD VERIFY PRIOR TO CONST) 6" SAN IE=894.32 CENTER 20' STICK OF SCH40 SEWER PIPE AT CROSSING CROSSING 8" WTR TOP=±891.67 (FIELD VERIFY PRIOR TO CONST) 6" SAN IE=893.27 CENTER 20' STICK OF SCH40 SEWER PIPE AT CROSSING STUB 6" SANITARY SEWER TO 5' FROM BUILDING IE @ STUB=896.41 COORD. W/MECH'L STUB 6" STORM TO 5' FROM BUILDING IE @ STUB=895.52 COORD. W/MECH'L EX. STORM MH EX RIM=896.77 EX 21" IE(W)=889.84 (SURVEYED) EX 24" IE(SE)=889.55 (SURVEYED) (FIELD VERIFY PRIOR TO CONST) PROP 6" IE(NW)=890.00 CORE DRILL NEW CONNECTION TO EXISTING MH 99 LF 6" PVC SCH 40 STORM @ 5.00% EXISTING HYDRANT FIELD VERIFY LOCATION OF EXISTING UNDERGROUND CONDUITS AND ABOVEGROUND PEDESTAL / BOLLARDS PRIOR TO CONST. ENSURE PROTECTION DURING CONSTRUCTION OF PROPOSED CURB ISLAND. PROPOSED UTILITY EASEMENT FOR SANITARY CONNECTION TO EXISTING MANHOLE. TO BE SECURED FROM PID:193208001010 BUILDING PROPOSED WITHOUT FIRE SPRINKLER. CONFIRM AND COORDINATE WITH ARCH. AND MECH. SANITARY CLEANOUT RIM(EX.G)=897.71 IE=894.86 100 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 1.00% MAKE CONNECTION TO EXISTING 2" COPPER WATER SERVICE STUB. INSTALL GATE VALVE AND VALVE BOX (FIELD VERIFY PRIOR TO CONST) DOWNSPOUT TO PIPE CONNECTION, SEE DETAIL ON SHEET C5.0, COORD. W/MECH'L DOWNSPOUT TO PIPE CONNECTION, SEE DETAIL ON SHEET C5.0, COORD. W/MECH'L 27 LF 6" PVC SCH 40 STORM @ 2.00% 28 LF 6" PVC SCH 40 STORM @ 2.00% 13 LF 6" PVC SCH 40 STORM @ 2.00% 46 LF 6" PVC SCH 40 STORM @ 1.00% 57 LF 6" PVC SCH 40 STORM @ 1.00% 39 LF 6" PVC SCH 40 STORM @ 1.00% STORM CLEANOUT RIM=899.24 IE=895.37 SANITARY CLEANOUT RIM=899.87 IE(W)=895.35 IE(S)=895.25 SANITARY CLEANOUT RIM=899.03 IE(N)=895.88 IE(E)=895.78 SANITARY CLEANOUT RIM=900.07 IE(E)=896.30 IE(S)=896.20 21 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 0.50% 64 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 0.50% 85 LF OF INSULATED 6" PVC SCH 40 SANITARY SEWER @ 0.50% STORM CLEANOUT RIM=899.26 IE=895.94 STORM CLEANOUT RIM=900.30 IE=896.40 (2) 2" 45° ELBOW (2) 2" 45° ELBOW (2) 2" 45° ELBOW STMH 1 RIM=899.45 IE(NW/W)=894.98 IE(SE)=891.98 CROSSING 2" WTR TOP=±891.60 6" SAN IE=895.66 CENTER 20' STICK OF SCH40 SEWER PIPE AT CROSSING CROSSING 2" WTR TOP=±891.90 6" STRM IE=895.94 CENTER 20' STICK OF SCH40 STORM PIPE AT CROSSING COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R GENERAL UTILITY NOTES: UTILITY PLAN LEGEND: CITY OF HASTINGS UTILITY NOTES: 1.RESERVED FOR CITY SPECIFIC UTILITY NOTES. GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN MANHOLE CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 5.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 6.UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 7.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 9.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 10.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 11.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 12.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 13.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 14.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 15.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 16.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 17.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 18.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 19.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 20.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 21.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. 22.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. PRIVATE UTILITY NOTES: (FOR UTILITIES ON PRIVATE PROPERTY) 1.ALL UTILITIES (SANITARY, STORM SEWER AND WATER) LOCATED ON PRIVATE PROPERTY (OUTSIDE THE RIGHT OF WAY) IS SUBJECT TO AND GOVERNED BY THE 2020 MINNESOTA STATE PLUMBING CODE. CONTRACTOR SHALL MEET REQUIREMENTS RELATED TO MATERIALS, INSTALLATION AND TESTING. 2.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. 3.SANITARY SERVICES SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866, ASTM D2665, ASTM F794 FITTINGS. 4.STORM SEWER SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866, ASTM D2665, ASTM F794 FITTINGS. 5.WATER SERVICES SHALL BE TYPE K COPPER, ASTM B42, ASTM B43, ASTM B75, ASTM B88, ASTM B135, ASTM B251, ASTM B302, ASTM B447 WITH ASME B16.15, ASME B16.18, ASME B16.22, ASME B16.26, ASME B16.50, ASME B16.51, ASME 1061 FITTINGS. PROPOSED EASEMENT LINE X-C-01 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.0 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION EXPANSION JOINT SEALANT DETAILS N T S NOTES: 1.SEPARATING TAPE OR BACKER MATERIAL REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 2.TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT. W= WIDTH OF SEALANT RESERVOIR 1/2" MINIMUN 5/8" MAXIMUM EXCEPT FOR 3/4" EXPANSION JOINTS D= DEPTH OF SEALANT 1.0 TO 1.5 TIMES W T= DEPTH OF INTIAL SAWCUT, 1/4 OF THE SLAB THINKNESS FOR PAVEMENT LESS THAN 12" POURED JOINT SEALANT SEPARATING TAPE SEE NOTE 1 SEE NOTE 2 POURED JOINT SEALANT SEE NOTE 2 BACKER MATERIAL SEE NOTE 1 W D T T W D POURED JOINT SEALANTSEE NOTE 2 BACKER MATERIAL SEE NOTE 1 T W D COMPACTED CLASS 5 AGGREGATE BASE. SEE SOIL REPORT FOR DEPTH, 6" MIN. EXTERIOR BUILDING WALL CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT 4 6" 3' - 6 " 3' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1" FROM TOP ADJACENT PVMT. - MATERIAL VARIES, SEE PLAN & DETAILS SLOPE TOP OF FOOTING AWAY FROM BASE, TYP. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1 COAT ANTI-RUST PRIMER PRIMER 3-3/16", 2 LBS./FT., COMMERCIAL GRADE, GALVANIZED STEEL "CHANNEL" STYLE SIGN POST METAL SIGN(S) ACCORDING TO MN STATE CODE, PROVIDE SHOP DRAWING OF SIGN MODEL GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE REINFORCING PLATE AT EACH BOLT LOCATION (3"X3") TRIM POST TO BELOW TOP OF SIGN 6" 14" THICK, COMMERCIAL GRADE THERMOPLASTIC POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED. PROVIDE COLOR SELECTION OPTIONS CUT TOP OF POLYETHYLENE SLEEVE TO ACCOMMODATE CHANNEL POST (ON-SITE) COMMERCIAL GRADE CONSPICUITY MARKINGS (TAPE), 3M DIAMOND GRADE SERIES 973, OR SIMILAR COMPACTED AGG., TYP. 6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH ANTI-RUST PRIMER CONC. FOOTING, SONOTUBE® FORM RECOMMENDED NO PARKING TO BE USED IN FRONT OF STRIPED ACCESS AISLE 14 ACCESSIBLE PARKING PAVEMENT MARKING N T S NO PARKING NOTE: 1.ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2.VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3.SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4.ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB ADJ. SIDEWALK ACCESSIBLE CURB RAMP. SEE GRADING & DETAILS HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAINTED SYMBOL DIAGRAM 8' MIN. 8' MIN. 8' MIN. PE R C I T Y CO D E 9 BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A)BASE (B)AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 1 LIGHT DUTY X"X"X" HEAVY DUTY X"X"X" FINISHED GRADE NOTES: 1.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 4.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. CONCRETE PVMT./WALK/PAD- NO FIBER N T S (PRIVATE PROPERTY) SAW CUT JOINT, SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC "A" CONCRETE AS SPECIFIED "B" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK PAVEMENT DESIGN TYPE CONC. (A)AGG.(B) CURING: 1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW. 2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL. 3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. JOINT DEPTH T/4 2 WALKS 5"6" CONC. PVMT.X"X" DOWELED JOINT BETWEEN TWO PAVEMENTS N T S "D" - DENOTES DOWEL DIAMETER "T" - DENOTES PAVEMENT THICKNESS NOTES: 1.EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL MAY BE USED. 2.USE THICKENED EDGE ON NEW PAVEMENT WHEN EXISTING PAVEMENT HAS THICKENED EDGE. DRILL & GROUT DOWEL EPOXY COATED DOWEL SCHEDULE DOWEL SIZE DIA.LENGTH SPACING 8" OR LESS 34"16"12" 0.C. 9" - 11"1"16"12" 0.C. 12"-15"1-1/4"20"15" O.C. 16" OR MORE 1-1/2"20"18" O.C. 16" OR MORE 1-1/2"22"24" O.C. "T " "T"/2 +/- "D"/2 PROPOSED NEW PVMT/CURB OF OTHER CONC STRUCTURE, SEE PLAN EXISTING PVMT. OR EXISTING/PROPOSED NEW PVMT./CURB OR OTHER CONC. STRUCTURE, SEE PLAN 3 N T S B-612 CONCRETE CURB AND GUTTER 7" 13 1 / 2 " 6" FINISHED GRADE FINISHED GRADE 3" RADIUS CORNERS 1:3 BATTER SLOPE GUTTER 3/4"/1' 0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB 1/2" RADIUS 6" 8"12" CLASS 5 AGGREGATE SUB-BASE, COORD. BITUMINOUS PAVEMENT DETAIL (6" MIN.) COMPACTED SUB-BASE, EXIST. NATIVE OR PER SOILS REPORT NOTE: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 1/2" RADIUS 5 7" 24" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" VALLEY GUTTER N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CAST-IN-PLACE CONCRETE VALLEY GUTTER SEE GRADING PLAN FOR LONGITUDINAL SLOPEADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE12"1-1 2" 6 20" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" 6" RIBBON CURB N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CONTINUOUS SLOPE CONCRETE "CURB" SLOPE ACROSS CURB 34" PER 1'-0" ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE 7" 7 8" AS REQUIRED GATE VALVE BOX N T S ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT GRADE OR 1" BELOW FINISHED TURF GRADE. SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT. CONCRETE THRUST BLOCK WATERMAIN GATE VALVE REFER TO DRAWINGS FOR SIZES VALVE BOX FINISH GRADE COVER SHALL BE STAMPED WITH "WATER" 10 PIPE BEDDING - PVC N T S "BC" DENOTES OUTSIDE DIAMETER OF PIPE COARSE FILTER AGG. (MNDOT SPEC. 3149H MODIFIED)MINIMUM 2D+BC+12" D VARIABLE PIPE FOUNDATION & BEDDING IN GOOD SOILS PIPE FOUNDATION & BEDDING IN GOOD SOILS MIN.=BC+12 BC BC "BC" DENOTES OUTSIDE DIAMETER OF PIPE COMPACTED BACKFILL GR A N U L A R B O R R O W (M N D O T S P E C . 3 1 4 9 A MO D I F I E D ) 6" 12 " COMPACTED BACKFILL BE D D I N G FOUNDATION 12 " 6" 11 6" PR O V I D E I N S U L A T I O N P E R P L A N F I E L D V E R I F Y D E P T H 6"4" 6" ( M I N . ) NOTES: 1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATER ABSORPTION (ASTM C272). 2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT, ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS. 3. OVERLAP ALL INSULATION BOARD JOINTS. UTILITY PIPE INSULATION DETAIL N T S 1'-6" (MIN) PIPE BEDDING MATERIAL BACKFILL MATERIAL FINE SAND (FA7) MIN. 2' WIDE BY 4" THICK INSULATION BOARD (USE 2-2" THICK BOARDS). MASTIC ALL JOINTS EXTEND INSULATION BOARD DOWN SIDES TO 7.5' DEPTH. FINISH GRADEDIA + 3' UTILITY PIPE DIA 12 1 8" MIN. 1 2" 112" 27" 11 2" 16 " O . C . BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 3 16 " VA R I A B L E 1' - 8 " M A X . CL FLOW FLOW SANITARY SEWER MANHOLE N T S RUBBER BOOT SLOPE AT 2 IN./FT. (TYP) RUBBER BOOT RUBBER GASKET - TYP AT ALL JOINTS STEPS ON DOWNSTREAM SIDE PRECAST CONCRETE CONE SECTION MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE COVER SHALL BE STAMPED "SANITARY SEWER" SLOPE @ 2IN./FT. (TYP) GROUT TO 1/2 PIPE 8 DOWNSPOUT TO PIPE CONNECTION N T S VA R I E S BUILDING DOWNSPOUT REFER TO ARCH'L 6" SLOTTED DRAIN CAP COMPACTED SOIL 6" PVC SEWER RISER PIPE (LENGTH AS REQUIRED) 6 PVC LONG RADIUS 14 BEND SEWER ELBOW 6" PVC SEWER PIPE CRUSHED AND COMPACTED STONE FINISHED GRADE FINISHED GRADE IF PVMT. 2" 2" AIR GAP 13 X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Column Overhang San. Serv. (Per Rec.) Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat MARKET BOULEVARD[A] 22" 42"24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS 1 - QB 1 - SH 3 - PC 3 - PC 1 - QB 6 - CM 6 - CM 7 - HL2 1 - EK 1 - EK 1 - SH1 - QB2 - SH 400 sf - SM 635 sf - SM 643 sf - SM 63 sf - SM 1 - QB 136 sf - RM 360 sf - BG 148 sf - SM 115 sf - SM 172 sf - RM 80 sf - RM 212 sf - BG 87 sf - RM 2,245 sf - BG 209 sf - RM SYMBOL QTY COMMON / BOTANICAL NAME GROUND COVERS 684 sf 1.5" SCREENED ROCK/STONE, 3" DEEP / ROCK MULCH 1.5" SCREENED DECORATIVE ROCK/STONE MULCH 3" DEEP OVER GEOTEXTILE FABRIC, PROVIDE SAMPLES. INSTALL W/EDGING AS SHOWN ON LANDSCAPE PLAN. 1,941 sf SHREDDED COLORED MULCH 3" DEEP / SHREDDED COLORED MULCH DOUBLE SHREDDED COLORED MULCH INSTALLED 3" DEEP ON GRADED, MATCH ADJ. EXIST. MULCH MATERIAL (COLOR RED), WEED FREE, & PREPARED SOIL. PROVIDE EDGING AS REQ. ON LANDSCAPE PLAN. 2,817 sf BLUE GRASS SOD / SOD BLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ON PREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4% ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLL PREFERRED FOR LARGER AREAS. GROUND COVER SCHEDULE L1.0 LANDSCAPE PLAN COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R 1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN). 2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS.. POLLINATOR SAFE PLANT MATERIAL: LANDSCAPE NOTES: PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES LANDSCAPE PLAN LEGEND: EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF. INSTRUC./SPECS. SEE SHEET L1.1 FOR PLANTING SCHEDULE SEE SHEET LT1.0 FOR EXTERIOR LIGHTING PLAN PLANTING SEASON SCHEDULE SEASON CONIFEROUS DECIDUOUS REMARKS SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15 FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15 NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS. 3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. X-C-01 CODE QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY TREES SH 4 Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM 2.5" Cal. B&B NATIVE CULTIVAR N EK 2 Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&B NATIVE CULTIVAR N QB 4 Swamp White Oak / Quercus bicolor 2.5" Cal. B&B NATIVE Y 10 SUBTOTAL: EVERGREEN TREES PC 6 Columnar Mugo Pine / Pinus mugo `Columnaris`#10 CONT NOT NATIVE 6 SUBTOTAL: CODE QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY SHRUBS CM 12 Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONT NATIVE CULTIVAR Y HL2 7 Little Quick Fire Hydrangea / Hydrangea paniculata `Little Quick Fire`#5 CONT NOT NATIVE Y 19 SUBTOTAL: PLANT SCHEDULE L1.1 LANDSCAPE PLAN NOTES & DETAILS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R 1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 3.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. 4.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 5.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 6.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 7.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 8.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS. 9.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 10.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 11.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 12.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 13.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 14.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 15.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 16.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 17.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 18.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 19.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 20.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 21.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 22.USE SCREENS ON ALL HEADS. 23.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 24.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 25.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 26.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. IRRIGATION NOTES: REVISION SUMMARY DATE DESCRIPTION SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES & LEGEND Know what's below. before you dig.Call R DRAWN @ ? size PERENNIAL BED PLANTING N T S PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. SIZE VARIES SEE LANDSCAPE PLAN MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 1 DECIDUOUS & CONIFEROUS SHRUB PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. THREE TIMES WIDTH OF ROOTBALL RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 3 THREE TIMES WIDTH OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 4 FINISHED GRADE 18" - VERIFY W/ PLAN DRAWN @ ? size AGGREGATE MAINTENANCE STRIP N T S SLOPE - MIN. 2%, MAX. 5:1 VERIFY W/ GRADING PLAN FACE OF BUILDING, WALL, OR STRUCTURE MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED COMPACTED SUBGRADE 2 X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2. 1 102.0 2. 1 24.7 11 . 8 41.2 13 . 7 3.41. 6 9.9 2. 0 21.4 1. 8 25.2 13 . 8 3.32. 0 21.4 Column Overhang San. Serv. (Per Rec.) 19 19 23 23 24 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat Truncated Dome Shopping Cart Corral Sh o p p i n g Ca r t C o r r a l Shopping Cart Corral MARKET BOULEVARD[A] Small Utility Conduits (Per Rec) Sh o p p i n g Ca r t C o r r a l CONSTRUCTION LIMITS CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.0 SWPPP - EXISTING CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF HASTINGS EROSION CONTROL NOTES: SWPPP LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT 1125 ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. REVISION SUMMARY DATE DESCRIPTION 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R X-C-01 PI D : 1 9 3 2 0 8 0 0 1 0 1 0 Ad d r e s s : 1 7 1 3 M a r k e t B l v d Ow n e r : C O H H o l d i n g s PI D : 1 9 3 2 0 8 0 0 1 0 2 0 Ad d r e s s : 1 7 0 2 M a r k e t B l v d Ow n e r : M c c l u r e P r o p e r t i e s L L C 2 19 22 22 Column Overhang San. Serv. (Per Rec.) 8" DIP (Per Rec.) 22 22 22 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe S89°52'08"W 31.27 N89°52'08"E 476.68 S0 0 ° 0 7 ' 5 2 " E 31 1 . 0 5 Bituminous Parking Lot Bi t u m i n o u s Pa r k i n g L o t Bi t u m i n o u s D r i v e Concrete Walkway [11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816 [15] Drainage & Utility Easement Per Plat MARKET BOULEVARD[A] 2" C o p p e r Wa t e r S e r v i c e (P e r R e c ) Small Utility Conduits (Per Rec) 22 " 42"24 " 48" 3'- 0 " SOL. #3 - 75" CONSTRUCTION LIMITS NO PARKING CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONSTRUCTION ENTRANCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.1 SWPPP - PROPOSED CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF HASTINGS EROSION CONTROL NOTES: SWPPP LEGEND: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT 1137 REVISION SUMMARY DATE DESCRIPTION 1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. EX. 1' CONTOUR ELEVATION INTERVAL1125 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R X-C-01 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.2 SWPPP - DETAILS REVISION SUMMARY DATE DESCRIPTION NOTES: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING. CURB INLET SACK N T S OVERFLOW IS 12 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY EXISTING CURB, PLATE, BOX, AND GRATE DANDY CURB SACK OR APPROVED EQUIVALENT HIGH-FLOW FABRIC 1 FLOW 24 " 24 " 24 " MI N . 6" 6" SEDIMENT FENCE N T S FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. SUPPORT NET: 12 GAUGE 4"X4" WIRE HOOKED ONTO PERFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE METAL POSTS 8'-0" O.C. MAX. CARRY WIRE SUPPORT NET DOWN INTO TRENCH ANCHOR FABRIC WITH SOIL, TAMP BACKFILL FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12" O.C. 2 PROFILE PLAN TO CONSTRUCTION AREA N T S STABILIZED CONSTRUCTION ACCESS 24 ' ( M I N ) NOTES: 1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. EX I S T I N G U N D I S T U R B E D R O A D W A Y GEOTEXTILE FILTER FABRIC 6" MIN. CRUSHED STONE 75' MINIMUM EXISTING UNDISTURBED ROADWAY TO C O N S T R U C T I O N A R E A 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP 35' R . 3 5 ' R . 4" HIGH, 18" WIDE SPEED BUMPFINISHED GRADE 3 X-C-01 SW1.3 SWPPP - NARRATIVE OWNER INFORMATIONTRAINING SECTION 21 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. AREAS AND QUANTITIES: SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS LESS THAN 1.0 ACRES SO AN NPDES PERMIT IS NOT REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE 8. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 13. INSTALL STREET SECTION 14. INSTALL CURB AND GUTTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1.THE FINAL SWPPP; 2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. 9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b.NAME OF PERSONS CONDUCTING INSPECTIONS; AND c.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED ·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES ·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH ·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. ·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. REVISION SUMMARY DATE DESCRIPTION PHILLIPS EDISON & COMPANY INC. KENNETH GRO 513-344-4606 KGROH@PHILLIPSEDISON.COM PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF AN EXISTING PARKING LOT AREA INTO COMMERCIAL BUILDING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS PROVIDED IN THESE PLANS. SOIL CONTAMINATION NARRATIVE: SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS NOT WITHIN ONE MILE OF AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX ·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. ··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. ··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. ·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. INFILTRATION NARRATIVE: INFILTRATION IS NOT PROVIDED AS PART OF THIS PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 7/14/2025 LAND USE APPLICATION PROJECT MANAGER NATE DINGELS CONTACT NUMBER 612-387-1179 DRAWN BY KW, SC, ND REVIEWED BY MP, RB PROJECT NUMBER 24499.01 CH A S E B A N K MA R K E T B L V D . H A S T I N G S , M N 5 5 0 3 3 PH I L L I P S E D I S O N & C O M P A N Y I N C . 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7/14/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 1/3/2025 EXPIRATION: 5/31/2028 X-C-01